WO2012037773A1 - Aluminum alloy linkage rod system structure having structural nodes - Google Patents
Aluminum alloy linkage rod system structure having structural nodes Download PDFInfo
- Publication number
- WO2012037773A1 WO2012037773A1 PCT/CN2011/001319 CN2011001319W WO2012037773A1 WO 2012037773 A1 WO2012037773 A1 WO 2012037773A1 CN 2011001319 W CN2011001319 W CN 2011001319W WO 2012037773 A1 WO2012037773 A1 WO 2012037773A1
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- WIPO (PCT)
- Prior art keywords
- aluminum alloy
- joint
- node
- truss structure
- rod
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/16—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with apertured web, e.g. trusses
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1933—Struts specially adapted therefor of polygonal, e.g. square, cross section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1981—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
- E04B2001/1984—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework rectangular, e.g. square, grid
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0495—Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces
Definitions
- the invention relates to a civil engineering plane truss structure, a space truss structure and a grid structure composed of a chain link system, and is a planar and space grid structure system widely used in the fields of house building, bridge building and tower structure engineering.
- the civil engineering structure can be roughly divided into a block structure, a membrane structure and a rod structure, and the rod structure is further divided into a beam type structure and a chain structure.
- Each rod of the chain structure is an axial force rod that is subjected to pressure or tension, and is also called an axial force rod structure. It is a plane and space grid structure formed by connecting the rods arranged according to a certain regularity through nodes.
- System, common chain structure has plane truss structure, space truss structure, grid structure and so on.
- planar truss structure When the applied load and the truss members are all in the same plane, the truss is called a planar truss structure.
- the basic law of its geometric invariance is: "The two links that are not collinear are fixed at a point on the plane". There is no need to connect the chain to the statically fixed flat truss structure. If there is any excess connection to the chain, it is called a statically indeterminate plane truss structure.
- the joint of the plane truss structure is the hinge point, and the rod is the axial force rod, which is a planar chain structure system.
- Planar truss structure spans large or small, and is often used in civil engineering such as factories, exhibition halls, stadiums and bridges.
- the plane truss structure can only bear the load acting on the plane of the truss, but the load of the actual structure of the project often acts on several planes in different directions. Therefore, in engineering, there is also a class of truss structures with obvious spatial characteristics. , capable of withstanding loads in several planes acting in different directions, this system is called a space truss structure.
- the basic rule for constructing a geometrically invariant space truss structure is to start with a plane triangle or from the base, and then fix a new node with three non-coplanar links in turn, and add new nodes according to this rule to form a geometry.
- the constant space truss structure which conforms to this composition rule and has no redundant connection links, is called a statically-determined space truss structure. If there is a redundant connection link, it is called a statically indeterminate space truss structure.
- the space truss structure node is a hinge point, and the rod member is an axial force rod, which is a space chain system structure system.
- the space truss structure can be large or small, and is often used in large-span industrial plants, stadiums, bridges, towers, etc. In the field of wood engineering. Commonly available steel space trusses, reinforced concrete space trusses, steel and concrete combined space trusses. After searching by the scientific and technological information department, there is no space truss structure for the aluminum alloy body.
- the flat type grid structure is composed of a plurality of rods that regularly form a high-order statically indeterminate space grid structure from two or more directions, and can withstand loads from various aspects.
- the rod of the grid is the axial force rod
- the grid structure is the space structure system of the chain system.
- the grid structure is generally divided into: a plane truss system grid structure, a triangular pyramid system grid structure and a quadrangular cone system grid structure.
- the structure of the grid is light in weight, high in rigidity, good in overall performance and strong in earthquake resistance. It is widely used in large, medium and small span sports buildings, public buildings, plant engineering, hangars, bridge construction, tower engineering, etc.
- the ball joint steel grid structure and the welded ball joint steel grid structure are widely used steel grid structures. After searching and searching, no aluminum alloy grid structure of body joints was found.
- the steel has the characteristics of high strength, uniform material, good reliability, convenient processing such as cutting, welding and riveting, and short construction period of steel structure. Therefore, the steel structure is widely used in large, medium and small spans of various industrial plants and public. Construction, multi-storey and high-rise buildings, high-rise structures with light steel structures, bridges, etc. in civil engineering. The biggest disadvantage of the steel structure is that the heat resistance is not resistant to fire and the corrosion is poor and easy to rust.
- Aluminum alloy material is light (one-third of steel), high strength (physical and mechanical properties of six-series aluminum is close to Q235 for construction steel), high corrosion resistance (4 to 6 times that of steel), good formability ( It is incomparable to other metals. It is extremely convenient for processing, installation and construction. It is an environmentally-friendly building metal that can be recycled. It has been widely used in doors, windows, curtain walls and other decorative construction projects.
- the research, development and application of the aluminum alloy structure as a load-bearing structure for civil engineering have also made some progress. With more mature calculation analysis theory and design and construction specifications, various construction projects of aluminum alloys have been constructed. The superiority of the aluminum alloy structure is obvious, and its application prospect is broad. However, according to the search, it is found that the joints of these completed aluminum alloy structural joint members are all welded joints of steel structures. At present, no aluminum alloy chain structure is found. For aluminum alloy structures, the following problems exist with solder joints:
- the inventors conducted in-depth analysis on the physical and mechanical properties of aluminum alloy materials, and further in-depth on the characteristics of the members and the joints of the planar truss structure, the space truss structure and the lattice structure system of the grid structure.
- the purpose of the invention The design of joints and bars is the key technology for the design, manufacture, construction and popularization of aluminum alloy chain structure.
- the object of the invention is to create an aluminum alloy plane and space chain structure which fully exerts these two characteristics according to the physical and mechanical properties of the aluminum alloy material and the force characteristics of the chain structure, and design the force Reasonable, reliable structure, easy to design, manufacture and construction of the body joint aluminum alloy chain structure system, to promote the application of renewable and environmentally friendly aluminum alloy structure in the civil engineering field to create better conditions, create a new aluminum alloy structure path .
- the inventors have in-depth analysis of the physical and mechanical properties of the aluminum alloy material, and constitute the members and nodes of the planar truss structure, the space truss structure and the lattice structure of the grid structure, The characteristics of the force were studied in depth, and compared with the traditional steel structure, the aluminum alloy chain structure of the body joint was created, and the structural analysis and design of several related engineering examples were carried out. The result is reliable structure. The force is clear and reasonable, the structure is simple, and the production and construction are convenient.
- the body joint aluminum alloy chain structure includes all the node bodies of the body-shaped chain structure made of aluminum alloy material, and the chain rod made of aluminum alloy material which is connected to each joint and connected with the joint body. All the members of the structure are characterized in that: each body of the node is required to connect the rods in the joint body, and a joint body plate or a joint body groove is arranged in the plane of the joint rod member, and the joint is made At the node of the node, a rod port is opened at the rod end corresponding to the body plate of the node, and the body limb plate is implanted, and the rod end corresponding to the body groove of the node is directly implanted into the corresponding node body.
- connection between all the rod ends and the joint body plate or the joint body groove is fastened by bolts or rivets, and the body with reasonable force, good integrity, safety and reliability, easy to design, manufacture and install the body is obtained.
- Node aluminum alloy chain structure system Node aluminum alloy chain structure system.
- the above-mentioned body joint aluminum alloy chain structure, the joint of all the rods and the joint body limbs or the joint body groove is fastened by bolts or rivets, and the bolts or rivets are made of aluminum alloy material or stainless steel material.
- Manufacture, how many bolts or rivets and diameters are used for each joint, are determined by design.
- the above-mentioned body joint aluminum alloy chain structure can be a body joint aluminum alloy plane truss structure (Fig. 1), and can be a body joint aluminum alloy space truss structure (Fig. 2, Fig. 3), or Body joint aluminum alloy grid structure.
- the above-mentioned body joint aluminum alloy grid structure may be a body joint aluminum alloy plane truss system grid structure (as shown in Fig. 4), which may be a body joint aluminum alloy triangle cone system grid structure (Fig. 5), It can also be a body joint aluminum alloy quadrangular cone system grid structure (Figure 6, Figure 7).
- the above-mentioned body joint aluminum alloy chain truss structure (Fig. 6), on each body-shaped node body (Fig. 7 node body A), according to the needs of the connecting rod member, in the chain system
- the X positive and negative directions in the plane of the XY of the grid structure are respectively set to the joint body limbs (such as Bl, B2) of the chord of the link structure of the X-axis direction, or the linkage X-axis direction linkage system is opened.
- the truss structure of the truss structure (such as Cl, C2), the Y-positive and negative directions in the plane of XY are respectively set to the joint body of the chord of the truss structure of the truss truss structure (such as ⁇ 3 , ⁇ 4), or open the joint body groove (such as C3, C4) of the chord of the truss structure of the yoke axis, and connect the chain yoke in the plane of the yoke (such as G5 G6) on the YZ side
- a joint body plate (such as B5) of a frame structure web (such as G5, G6), or a joint body groove (such as C5) of a web link structure (such as G5, G6).
- the grid member of the node (such as JA of node A) has a rod port corresponding to the rod end corresponding to the node body limb, and the body limb plate is implanted and fastened by bolts or rivets.
- the rod end corresponding to the node body groove is directly implanted into the corresponding body groove and fastened with bolts or rivets.
- the above-mentioned joint bodies are all made of aluminum alloy material, and the thickness of the joint body and other related dimensions are determined according to the actual engineering design.
- the angle between the body limbs, the thickness of the limbs and the relevant dimensions are determined by the design. They can be the same thickness or different thickness.
- the limbs can be solid boards or hollow boards.
- the limb plate is implanted with the rod of the rod connected to the rod, and the same node body can be all set with the joint body limb, and the body joint of the aluminum alloy chain rod structure of the body node is formed (as shown in the figure). 8, Figure 9, Figure 10).
- the size of the joint body groove, the angle between the groove and the groove, the depth of the groove, the thickness of the groove wall, etc., are determined by the design according to the actual project.
- the wall of the groove may be of the same thickness or different thickness.
- the wall of the groove may be a solid plate or an empty plate, and the body groove of the joint may be implanted at the rod end of the rod connected thereto, and the same node body may be completely opened.
- the node body groove is a planting body node of the aluminum alloy chain structure of the body node (Fig. 11, Fig. 12, Fig. 13).
- the node body limb can be partially disposed on the same node body, and the other part is provided with the node body groove, and the planting type and planting of the aluminum alloy chain link frame structure constituting the body node Rod-type hybrid body joints ( Figure 14).
- the above-mentioned body joint aluminum alloy chain truss structure in the same grid structure project, all of the planting body joints may be used, or all of the plant body joints may be used, or all may be mixed.
- the above three nodes can also be used simultaneously in one project.
- the chords (such as Gl, G2, G3, G4) and the webs (such as G5, G6, G7, G8) of the body joint aluminum alloy chain truss structure described above are all made of aluminum alloy material, and the rods are made of
- the length and section thickness and other related dimensions are determined by the design according to the actual project.
- the section form can be a single-hole square tube or a porous square tube.
- the square tube wall can be provided with ribs.
- the square tube cross-section wall can be equal to the wall thickness. It is also possible to unequal wall thickness and open the screw hole and the wall of the pipe to be cut can be thickened.
- the relevant dimensions are determined by design according to the actual engineering.
- the wall of the rod port can be a solid board or an empty web.
- the above-mentioned body joint aluminum alloy chain truss structure has a spare screw hole at a centroid of the XY plane of the node body, and a support screw for the support rafter for the upper chord node spare screw hole For the screw holes of the lower chord node, it is used for hanging ceilings or lighting equipment.
- the above-mentioned body joint aluminum alloy chain truss structure if it is a multi-layer grid (such as a truss tower), the node body is in the plane of the Y (-Z) side of the web and (-Y ( - Z) - Set the corresponding body limbs or open the body groove in the plane of the side of the web to connect with the corresponding web.
- the above-mentioned body joint aluminum alloy chain is a triangular space truss structure (Fig. 2).
- the space truss structure X, ⁇ in the chain structure And ⁇ direction respectively set three node body limbs, or open three node body slots
- three limb plates are respectively implanted into the rod ports of all the rods that correspond to the corresponding X, ⁇ , ⁇ directions of the nodes
- the body-formed aluminum alloy link is a plate-like body joint of the space truss structure (Fig. 15, Fig. 16, Fig. 17), and the three knots are provided for delivery.
- all the rods corresponding to the X, Y and ⁇ directions of the joint are implanted and fastened with bolts or rivets, forming the rod-shaped body joints of the space truss structure of the aluminum alloy link of the body joints (Fig. 18, Figure 19, Figure 20), in the same space truss structure project, all the planting body joints can be used, all of which can be used with the implant body joints, or the planting body joints and the implanted body joints can be simultaneously use.
- the above-mentioned body joint aluminum alloy chain is a triangular space truss structure, the thickness of the joint body, the joint body limb and the joint body groove are determined by the design, and the joint body plate can be a solid board. It may be an empty web, the cross section of the board may be equal or thick, and the wall of the side groove of the joint body groove may be a solid board or an empty web board, and the cross section of the groove wall board of different slots may be equal. , can also be unequal.
- the above-mentioned body joint aluminum alloy chain is a triangular space truss structure between the joint body limbs, and the angle between the joint body grooves is determined by design, when the two sides of the body are in the direction of ⁇ , ⁇ , or the angle between the two nodes of the ⁇ and ⁇ directions is 90 °, and the body node of the rectangular truss structure of the aluminum alloy chain of the body joint (Fig. 3) is obtained.
- the length, section size and wall thickness of the body truss structure of the body joint aluminum alloy chain described above are all determined by design, and may be a single-hole square tube or a porous square tube, and the tube wall may be ribbed.
- the rod end corresponding to the node body plate has a rod port, and the two ports of the rod port may be an empty plate or a solid plate, and the mouth walls of different ports may be equal in thickness or unequal in thickness.
- the above-mentioned body joint aluminum alloy chain is a plane truss structure (Fig. 1), there is no slanting rod member, and the root rod is connected to the rod, and the joint body is arranged in the X and ⁇ directions respectively.
- the plate or the joint body groove can be opened, and the joint body plate is respectively inserted into the rod port of the X and ⁇ direction rods, and is fastened by bolts or rivets, and the aluminum alloy link body of the body joint is a plane truss structure.
- the plate-like body joints (Fig. 21, Fig.
- the joint body grooves are respectively implanted at the ends of the X and ⁇ direction rods, and fastened with bolts or rivets to form the plane joint aluminum alloy link plane
- all the planting type body joints can be used, and all the planting body joints can be used, or the planting type can be used.
- the body node is used simultaneously with the implant body node.
- the above-mentioned body joint aluminum alloy chain is a plane truss structure, the size of the joint body and the joint body plate or the joint body groove is determined by design, and the joint body plate may be an empty web or an entity.
- the plates may be of equal thickness or different thickness.
- the groove wall of the body groove may be an empty plate or a solid plate, and the groove walls of different grooves may be equal in thickness or unequal in thickness.
- the length, section size and wall thickness of the planar truss structure of the body joint aluminum alloy chain rod described above are all determined by design, and may be a single-hole square tube or a porous square tube, and the tube wall may be ribbed.
- the rod end corresponding to the node body plate has a rod port, and the two ports of the rod port may be an empty plate or a solid plate, and the mouth walls of different ports may be equal in thickness or unequal in thickness.
- the above-mentioned body joint aluminum alloy chain is a space truss structure (as shown in Fig. 2), and the joint body of the connecting rod member is fused to the relevant rod member to be designed and manufactured together, and the joint member is connected to the joint member.
- the pair of hoes and the rafts are paired with each other, that is, the chords are respectively provided with a hoe in the space truss and the ⁇ direction, correspondingly in the space ⁇ frame, ⁇ direction
- Each rod end of the web is matched with a mouth, and is paired with it as a gutter.
- the ⁇ and ⁇ ⁇ ⁇ on the chord are correspondingly inserted into the gutter of the web in the direction of the ⁇ and ⁇ , and are bolted or The rivet bolts are fastened, and the chord joints of the chords of the chords of the space truss structure are arranged (as shown in Fig. 25, Fig. 26, Fig. 27, Fig. 31, Fig.
- chords are in the space truss, ⁇
- ⁇ There is a groove in the direction, and each of the rod ends in the direction of the space truss ⁇ , ⁇ is paired with the shank, and each rod end of the ⁇ and ⁇ directions is implanted with the chord on the chord, ⁇ in the direction of the groove, and fastened with bolts or rivets, forming the truss joint of the chord of the space truss structure (see Figure 28, Figure 29, Figure 30, Figure 32, Figure 33)
- the truss structure of the aluminum alloy chain truss is obtained.
- all the chords can be used.
- the length, section size and wall thickness of the web of the truss structure of the aluminum alloy chain truss structure of the above-mentioned ferrule joint are all determined by design, and the section form may be a single-hole square tube or a porous square tube.
- the square tube wall may be provided with ribs or solid rods.
- the shank of the truss structure of the truss structure of the aluminum alloy chain structure described above may be a single hole or a porous triangle tube (as shown in Fig. 25, Fig. 28), or may be single hole or porous.
- the square tube (as shown in Fig. 3 1 and Fig. 3 2) may also be a single hole or a porous tube (as shown in Fig. 3 3, Fig. 34), or other shaped single hole or porous tube, and the tube wall may be provided with ribs. It can also be a solid rod, and the length, section size and wall thickness of the chord are determined by design.
- the chord and the web of the truss structure of the aluminum alloy chain truss structure described above are a paired combination of the boring head and the boring groove, and the angle between the boring plate and the slab of the boring plate are determined by the size of the boring plate.
- the design can be either right angle or other angles.
- the hoe board can be a solid board or an empty web. The corresponding end of the web is provided with a groove. The size of the groove is determined by design.
- the groove walls on both sides can be solid.
- the board can also be an empty web.
- chord and the web of the truss structure of the aluminum alloy chain truss structure described above are a paired combination of the boring head and the grooving groove, and the angle between the grooving grooves provided on the chord and the relevant size of the grooving groove are determined by
- the design can be either right angle or other angles.
- the groove walls on both sides of the gutter can be solid plates or empty webs.
- the corresponding webs are provided with hoes.
- the dimensions of the hoes are determined by design and can be solid boards. It can be an empty web.
- the above-mentioned body joint aluminum alloy chain rod is a plane truss structure (Fig. 1), and the joint body of the joint rod member is fused and integrated with the relevant rod member to design and manufacture the rod member which is connected to the joint point. (such as the chord and the web of the truss). It is a pairing combination of the hoe and the groove. That is, a hoe plate is arranged on the side of the chord adjacent to the web, and a mouth is opened at each end of the web. Paired with the boring plate, the boring plate on the chord is inserted into the groove of the web, and fastened with bolts or rivets to form the shackle of the chord of the flat truss structure.
- Truss structure projects may use all CHORD dovetail tenon pin junction of the web member tongue and groove, a tongue of using all CHORD pin junction mortise tenon web member, the two may be used simultaneously dowel pin junction.
- the section can be a single-hole square tube or a porous square tube
- the square tube wall may be provided with a rib or a solid rod.
- the above-mentioned aluminum alloy chain link of the ⁇ ⁇ ⁇ ⁇ ⁇ , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ It can also be an empty square tube, and the rod end opening groove on the corresponding web is determined by the design.
- the wall of the two sides can be a solid board or an empty web.
- the solid board may also be an empty web, and the end of the rod on the corresponding web is provided with a hoe.
- the size of the hoe is determined by design, and may be a solid board or an empty square tube.
- the structure of the aluminum alloy chain structure of the body joint is compared with the structure of the steel structure chain structure
- Body joint aluminum alloy chain truss structure, space truss structure and grid structure are environmentally friendly aluminum alloy materials used in construction engineering, an ideal carrier structure system, in addition to the characteristics of the above-mentioned steel structure chain structure
- the body joint aluminum alloy chain structure has its substantive characteristics:
- the design of the joint is the key technology of the aluminum alloy chain structure.
- the joint structure of the aluminum alloy chain structure of the invention avoids the high technical difficulty of welding the aluminum alloy, and the material strength of the welded aluminum alloy is reduced in the heat affected zone. And the inconvenience of factory production and on-site construction difficulties, is a breakthrough and innovation of aluminum alloy chain structure, body structure aluminum alloy chain structure will become an ideal carrier for aluminum alloy materials applied to civil engineering structures;
- the aluminum alloy material has good moldability, and the joint body and the rod of the aluminum alloy chain structure of the body of the invention are more convenient for processing, manufacturing and installation than the steel structure.
- the "connector” was invented as a movable supporting armature for a curved reflector for electromagnetic emission and a movable armature for a curved solar reflector.
- These "armatures” and “civil engineering” are not only in the field. The same, and the magnitude of the load it bears, its structural rigidity, strength, reliability and safety are unmatched, that is to say
- connection may be similar in appearance to civil engineering, but in essence it is different and has obvious substantive differences that cannot be used.
- the node body of the body joint aluminum alloy chain structure of the present invention is conceived and designed according to the load-bearing structure of the civil engineering field, and is required to meet the requirements of structure, strength, rigidity and deformation.
- Figures 6, 8 and 10 of the specification of the publication number express the "connector" and several other solutions, which also have a common problem, that is, one end of the shear pin passing through the hole 72.
- the head or the two ends enter the other slots, which causes inconvenience in construction and installation, and the rods are installed in a mutually disturbed manner. It is more inconvenient to adjust the installation.
- the "node body" of the aluminum alloy chain structure of the body node of the invention whether it is a planting type or a planting type node body, or a hybrid node body, or a shackle joint point can satisfy X, ⁇ , ⁇
- the three parts (including the positive and negative directions) are joined to each other at the same node flexibly, and each has sufficient position to be fastened with bolts or rivets, which are not subject to "angle" and
- the influence of the section size of the joint member can ensure that the core axes of the cross-sections of the joints at the junctions meet at one point, forming a joint force system, and ensuring the connection between each rod and the joint body. They are independently fastened and do not interfere with each other.
- the specification states that for the convenience of installation, the "connector” has to use a shear pin to hold the retaining member as a fastener, and such a fastener is also unsafe and reliable in civil engineering load-bearing crusting. It can be seen that the function of the "connector” to withstand the internal force of the joint of the civil engineering load-bearing structure is obviously insufficient.
- the "node body" of the aluminum alloy chain structure of the body joint of the invention ensures the clear force transmission path of the rod, the bolt and the joint body, and the internal force properties of the various force components of the structure (pull and receive) Pressure or shearing) is clear at a glance, providing a clear and standardized mechanical model for structural analysis.
- Professionals can design structural members, strengths and strengths of structural components according to civil engineering related specifications for the design of bars, joints and bolts. And stiffness requirements, to ensure that the joints and the joints Work to ensure the reliability and safety of the entire structural system.
- the body joint aluminum alloy chain structure of the invention does not require a long rod member, which is convenient for building modeling and drainage to find a slope.
- the construction of the "body knot” guarantees the specification and convenience of the structural installation, and can be carried out according to the maneuver analysis that forms the geometrically invariant system: For the planar chain structure "a point on the fixed plane of the two links that are not collinear" For the installation and construction of the mathematical rules and principles of the space chain structure "one point of three chain rod fixed spaces without coplanar".
- the structure of the aluminum alloy chain structure of the body joints, all the rods and the joint body are fully utilized.
- the aluminum alloy material has good formability and convenient processing characteristics, and is extruded or stamped, and the rod and the joint body are all It can be standardized and standardized, and it can realize mass production of the factory, and then assemble and install on site, and the project quality and project progress are more guaranteed.
- Figure 1 is an example of a planar truss structure of a body joint aluminum alloy chain.
- Fig. 2 is an example of a triangular space truss structure of a body joint aluminum alloy chain.
- Fig. 3 is an example of a rectangular space truss structure of a body joint aluminum alloy chain.
- Fig. 4 is a schematic view showing the structure of a plane truss system grid structure of a body joint aluminum alloy chain.
- Fig. 5 is a schematic view showing the structure of a triangular structure of a triangular joint system of a body joint aluminum alloy chain.
- Fig. 6 is an example of a structure of a four-corner cone system of a body joint aluminum alloy chain.
- Fig. 7 is a partial enlargement of the structure of the body joint aluminum alloy chain system quadrangular pyramid system.
- Figure 8 is a large sample of the A (JA) X direction of the node structure of the aluminum alloy chain system of the four-corner cone system.
- Fig. 9 is a large-scale diagram of the A (JA) Z direction of the node structure of the aluminum alloy chain system of the four-corner cone system.
- Figure 10 is a large sample of the A (JA) Y direction of the node structure of the aluminum alloy chain system of the four-corner cone system.
- Figure 11 is a large sample of the A (JA) X direction of the node structure of the aluminum alloy chain of the plant body.
- Figure 12 is a large-scale diagram of the A (JA) Z direction of the node structure of the aluminum alloy chain of the plant body.
- Figure 13 is a large sample of the A (JA) Y direction of the node structure of the four-cone system of the aluminum alloy chain of the implanted body.
- Fig. 14 is a schematic diagram of the A (JA) X direction of the planting and planting mixed body joint aluminum alloy chain system.
- Body joint aluminum alloy chain system quadrangular cone system grid structure example
- the name code in the drawing is as follows:
- JA is the code of the node A of the body node aluminum alloy chain structure.
- M is the code for fastening bolts or rivets.
- K is a spare screw hole on the node body of the body node aluminum alloy chain structure.
- the name of the member of the body joint aluminum alloy chain truss structure is as follows - G1, body joint aluminum alloy chain truss structure X ⁇ in the plane X-axis forward chord;
- the body node aluminum alloy chain truss structure XY lies in the plane Y-axis forward chord;
- G4 body joint aluminum alloy chain truss structure XY plane Y-axis negative chord;
- joint body plate of the body joint aluminum alloy chain truss structure is as follows:
- body joint aluminum alloy chain truss structure (-Y) Z-side G 7 G 8 in the plane of the joint body limbs.
- the name of the node body slot of the body joint aluminum alloy chain truss structure is as follows -
- Figure 15 is a large sample of the A (JA) X direction of the triangular structure of the aluminum alloy chain structure of the plate-like body joints.
- Figure 16 is a large sample of the A (JA) Z direction of the triangular structure of the aluminum alloy chain structure of the plate-like body joint.
- Figure 17 is a large sample of the A (JA) Y direction of the triangular structure of the aluminum alloy chain structure of the plate-like body joint.
- Figure 18 is a large-scale diagram of the joint A (JA) X direction of the triangular structure of the aluminum alloy chain of the implanted body joint.
- Fig. 19 is a large-scale diagram of the A (JA) Z direction of the triangular structure of the aluminum alloy chain structure of the implant type body joint.
- Fig. 20 is a large-diameter diagram of the node A (JA) Y direction of the triangular structure of the aluminum alloy chain structure of the implant type body joint.
- Example of the name of the components in the figure is as follows - 1. The node body; 2.
- Fig. 21 is a schematic view showing the structure of the rod port of all the rods of the node of the plate-type body joint aluminum alloy chain truss structure node A.
- Figure 22 is a view taken along line A - A of Figure 21 .
- Fig. 23 is a schematic view showing the structure of the rod-shaped body of the rod-shaped body truss structure of the rod-shaped body node A. The structure of the rod end of all the rods which are connected to the node is inserted into the groove body.
- Figure 24 is a view taken along line A - A of Figure 23;
- Planting plate type and planting body type aluminum alloy chain rod plane truss structure example The names of the parts in the drawing are as follows: 1. Node body; 2. Fastening bolt or stud bolt; 3. Truss chord; 5, truss webs.
- Fig. 25 is a diagram showing the X-direction of the triangular truss structure of the aluminum alloy chain of the ⁇ ⁇ ⁇ , , , , , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
- Figure 26 is a diagram of the Z-direction large sample of the triangular truss structure of the aluminum alloy chain of the ⁇ ⁇ ⁇ , , , , , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
- Fig. 27 is a diagram of a triangular space truss structure node A of a shackle joint aluminum alloy chain link, a triangular shape of the chord boring head of the triangular tube section, and a Y ⁇ ⁇ Y Y ⁇ ⁇ ⁇ .
- Figure 28 is a diagram of the X-direction of the triangular truss structure of the aluminum alloy chain of the ⁇ ⁇ ⁇ , , , , , , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
- Figure 29 is a diagram of the Z-direction large-scale truss joint of the aluminum alloy chain of the ⁇ ⁇ ⁇ ⁇ , , , , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
- Figure 30 is a diagram of the Y-direction large sample of the triangular truss structure of the aluminum alloy chain of the ⁇ ⁇ ⁇ , , , , , , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
- Figure 31 is a diagram of the X-direction of the rectangular truss structure of the aluminum alloy chain of the ⁇ ⁇ ⁇ ⁇ , , , , , , , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
- Figure 32 is a diagram of the X-direction large-scale truss structure of the aluminum alloy chain of the ⁇ ⁇ ⁇ ⁇ , , , , , , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
- Figure 33 is a diagram of the X-direction of the rectangular truss structure of the aluminum alloy chain of the ⁇ ⁇ ⁇ , , , , , , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
- Figure 34 is a diagram of the X-direction of the triangular truss structure of the aluminum alloy chain of the ⁇ ⁇ ⁇ , , , , , , , , , ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
- Figure 36 is a view of the A-A direction of Figure 3 5 .
- Figure 37 is a large-scale diagram of the truss joints of the truss joints of the truss joints of the truss joints of the truss joints of the truss joints.
- Figure 38 is a view of the direction of Figure 7 7 A - A.
- Fig. 39 is a view showing the case where the "connector" scheme of Fig. 4 of the invention is disclosed in the publication No. (C N 1 0 1 5 2 9 0 2 7 A).
- Fig. 6 is an example of a structure of a four-corner cone system of a body joint aluminum alloy chain
- Fig. 7 is a partial enlargement of the grid.
- Grid All chords, webs and all joints are made of aluminum alloy.
- the node structure of the grid structure may use all of the planting body nodes, or all of the plant body nodes, or all of the planting and planting body joints, or the above three bodies. The nodes are used together. All the rods and the joints of the grid are fastened with bolts or rivets made of stainless steel or aluminum alloy. Rods, joints and bolts or rivets shall be designed in accordance with the relevant specifications to ensure a safe and reliable structure, reasonable force and material saving.
- node body A corresponding to the grid members Gl, G2, G3, G4, G5, G6, G7, and G8 that are connected to the node.
- the joint body limbs B1, B2, B3, B4, B5 and B6 are arranged in the direction, and the rod ends of the corresponding rod members are respectively opened with the rod ports, and the joint body limbs are implanted into the corresponding rod ports, and bolts or stud bolts are used.
- M fastening constitutes the body node aluminum alloy chain system quadrangular cone system grid structure planting body joints.
- two limbs or two knot body slots are provided on the side of the node body A (JA) net rack (-Z) for reverse with G5, G6, G7, G8.
- the webs G9, G10, G11 and G12 are connected to form the desired node body.
- the cross-section form of the grid member and the relevant dimensions of the section, the thickness of the joint body and the relevant dimensions of the joint body plate and the joint body groove, The diameter of the stainless steel fastening bolt or rivet M and the required number are determined by design.
- FIG. 2 is an example of a triangular space truss structure of a body joint aluminum alloy chain
- FIG. 3 is an example of a rectangular space truss structure of a body joint aluminum alloy chain, all of which are made of aluminum alloy material.
- the span can be large or small, and is often used in large-span workshops, exhibition halls, stadiums, bridge projects and tower projects.
- the rectangular space truss structure can be obtained by transforming the angle between the triangular space truss node body or the node body groove.
- the nodes of the space truss structure have a planting body joint, a plant body joint and a shackle joint, which are respectively described below.
- each of the rods of the space truss structure has a port at each end for the limb body of the node body to be implanted.
- the node body (1) is provided with a limb plate (5) in the X direction of the truss, a limb plate (6) in the Y direction, and a limb plate (7) in the Z direction, and a total of three limb plates.
- the (5) directional limb is implanted on the truss and all the members of the stalk are merged in the X direction, such as the rod port of (2); (6)
- the directional limb is implanted on the truss in the Y direction.
- All the rods of the joint such as the rod port of (3); (7)
- the directional plate is implanted in the Z-direction on the truss to meet all the rods of the joint, such as the rod port of (4).
- the diameter of the bolt or rivet, and the number required, are determined by design calculations.
- the planting type body joint aluminum alloy chain rod is a space truss structure, and the cross-section form of the rod member may be a single-hole aluminum alloy square tube or a porous aluminum alloy square tube, and the square tube wall may be provided with ribs.
- the length of the rod and the size of the section and the size of the rod port, etc., the thickness of the joint body and the relevant dimensions of each limb are determined by the professional designer for the internal force analysis and structural design of the truss.
- the space truss structure node (1) has three slots (X), (3) and (4) in the three directions of X, Y and ⁇ , respectively.
- the truss member (6) that is attached to the node body is implanted and fastened with bolts or rivets (5).
- the X-direction rods (6) and (2) grooves are implanted in the same plane (2) groove;
- the ⁇ -direction rod members (6) and (3) grooves are implanted in the same plane (3) groove; (6) Place the same plane as the (4) groove (4) in the groove.
- the angle between the groove and the (4) groove is the angle between the ⁇ direction bar (6) and the ⁇ direction bar (6), which is determined by the designer according to the actual engineering design.
- the node is the node ⁇ of the rectangular space truss structure of Fig. 3, at this time, the (3) groove on the node body and (4) The angle between the grooves is also a right angle.
- the section size and length dimension of the truss members, the thickness of the joint body, the depth, width and thickness of the groove are determined by the professional designer for the internal force analysis and structural design of the truss.
- the rod (6) and the joint body (1) are fastened with bolts or rivets (3).
- the diameter of the bolt or rivet bolt and the required number are determined by design calculations.
- chord (1) and the webs (2), (3) are the mating relationship between the hoe and the tongue and groove.
- Figures 25, 26 and 27 show the boring head (4) on the chord (1) implanted in the gutter (6) on the web (2); the hoe (5) on the chord (1) is implanted in the abdomen Inside the groove (6) on the rod (3).
- Figure 28, Figure 29 and Figure 30 is the hoe (1 0) on the web (2) implanted in the grooving (8) on the chord (1); the hoe (10) on the web (3) is implanted on the chord (1) Inside the gutter (9). Which scheme is adopted in the project to match the combination of the hoe and the hoe according to the actual project.
- the hoe plate can be a solid plate or an empty plate.
- the two groove walls of the gutter may be a solid plate or an empty web.
- the relevant dimensions of the hoe and the gutter are determined by the specific engineering design.
- the joint between the hammer member and the tongue and groove member is fastened by bolts or rivets. The diameter and number of bolts or rivets are determined according to actual engineering calculations.
- Figure 1 is an example of a planar truss structure of a body joint aluminum alloy chain. All the joints and all the truss members are made of aluminum alloy. The span of the truss can be large or small, which is often used in factories, exhibition halls, stadiums and Civil engineering such as bridges.
- the node nodes of the aluminum alloy chain-like flat truss structure are divided into: the plate-type body node, the plant-type body node and the shackle-type node, which are described below.
- all the rods (3), (4), and (5) of the truss have a port open for the node body plate (1) to be implanted.
- the joint body plate and the rod are fastened by bolts or rivets.
- the cross-section of the truss member can be a single-hole square tube or a porous square tube.
- the square tube section, wall thickness and length of the rod are determined according to the actual engineering design.
- the size of the joint body, the thickness of the plate, the size of the opening of the member and the size and number of bolts or rivet bolts to be fastened are determined at the time of design.
- the node body (1) made of aluminum alloy material has two grooves, one is called a chord groove, and the chord chord (3) is implanted; the other is called abdomen.
- the rod and the joint body are fastened by bolts or rivets.
- the cross-section of the truss member may be a single-hole square tube or a porous square tube. The section size, wall thickness and length dimension of the rod, the thickness of the joint body, the depth of the groove and the thickness of the two groove walls, and the diameter and number of bolts or rivets are determined by design.
- FIG. 35 and Figure 36 show the boring plate (5) on the chord (1) inserted into the gutter (6) of the webs (2), (3), (4) and fastened with bolts or rivets.
- Figure 37 and Figure 38 show the boring head (9) of the webs (2), (3), (4) implanted in the grooving (8) of the chord (1), fastened with bolts or rivets. Which scheme is adopted in the project to carry out the matching combination of the hoe and the hoe, which is determined by the designer according to the actual situation.
- the cross-section of the truss member may be a single-hole square tube or a porous square tube, and the square tube wall may be provided with ribs. For a smaller span truss web, it can also be a solid rod. The length of the rod and the size of the section are determined by the design.
- the hoe plate can be a solid plate or an empty plate.
- the groove walls on both sides of the gutter may be a solid plate or an empty web.
- the dimensions associated with the hoe and the gutter are determined by the specific engineering design.
- the size and number of bolts or rivet bolts are determined by design.
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Abstract
Description
体结点铝合金链杆系结构 Body joint aluminum alloy chain structure
一、 技术领域 First, the field of technology
本发明涉及由链杆系组成的土木工程平面桁架结构、 空间桁架结构及网架结构, 是房屋 建筑、 桥梁建筑及塔型结构工程领域广泛应用的一种平面与空间网格结构体系。 The invention relates to a civil engineering plane truss structure, a space truss structure and a grid structure composed of a chain link system, and is a planar and space grid structure system widely used in the fields of house building, bridge building and tower structure engineering.
二、 背景技术 Second, the background technology
(一) 链杆系结构的种类 (1) Types of chain structure
土木工程结构大体可分为块体结构、 膜体结构及杆系结构, 杆系结构又分为梁式杆系结 构与链杆系结构。链杆系结构的每根杆件都是承受压力或拉力的轴力杆, 又称轴力杆系结构, 它是按一定规律布置的杆件通过结点连接而构成的平面与空间网格结构体系, 常见的链杆系 结构有平面桁架结构、 空间桁架结构、 网架结构等。 The civil engineering structure can be roughly divided into a block structure, a membrane structure and a rod structure, and the rod structure is further divided into a beam type structure and a chain structure. Each rod of the chain structure is an axial force rod that is subjected to pressure or tension, and is also called an axial force rod structure. It is a plane and space grid structure formed by connecting the rods arranged according to a certain regularity through nodes. System, common chain structure has plane truss structure, space truss structure, grid structure and so on.
1、 平面桁架结构 1. Planar truss structure
当作用的荷载及桁架杆件都在同一个平面时, 这种桁架称为平面桁架结构。 它几何不变 构成的基本规律是: "不共线的两根链杆固定平面上一个点"。 没有多余联系链杆的为静定平 面桁架结构, 若有多余联系链杆的称为超静定平面桁架结构。平面桁架结构的结点为铰结点, 杆件为轴力杆, 是平面链杆系结构体系。 平面桁架结构跨度可大可小, 常用于厂房、 展览馆、 体育场馆和桥梁等土木工程中, 常见的有钢结构平面桁架、 钢筋混凝土平面桁架、 预应力混 凝土平面桁架、 木结构平面桁架、 钢木结构平面桁架、 钢与混凝土组合平面桁架等。 桁架按 外形分有三角形桁架、 多边形桁架、 梯形桁架、 平行弦桁架、 拱形桁架及空腹桁架等。 在选 择桁架形式时, 应综合考虑桁架的用途、 制造的材料、 支承方式和施工条件等因素, 在满足 使用要求的前提下, 力求制造和施工安装所用的材料和劳动量为最小。 钢结构桁架其结点大 多是焊接点连接或螺栓连接。 目前用铝合金材料制造铝合金桁架等铝合金结构时, 联结杆件 的结点大多是仿钢桁架结构的悍接结点处理方法。 When the applied load and the truss members are all in the same plane, the truss is called a planar truss structure. The basic law of its geometric invariance is: "The two links that are not collinear are fixed at a point on the plane". There is no need to connect the chain to the statically fixed flat truss structure. If there is any excess connection to the chain, it is called a statically indeterminate plane truss structure. The joint of the plane truss structure is the hinge point, and the rod is the axial force rod, which is a planar chain structure system. Planar truss structure spans large or small, and is often used in civil engineering such as factories, exhibition halls, stadiums and bridges. Common steel trusses, reinforced concrete plane trusses, prestressed concrete plane trusses, wooden trusses, steel trusses Plane trusses for wood structures, flat trusses for steel and concrete, etc. The truss is divided into triangular trusses, polygonal trusses, trapezoidal trusses, parallel chords, arched trusses and hollow trusses. When selecting the truss form, factors such as the use of the truss, the materials to be manufactured, the supporting method and the construction conditions should be considered comprehensively. Under the premise of meeting the requirements for use, the materials and labor required for manufacturing and construction and installation should be minimized. Steel trusses have many joints or bolted joints. At present, when aluminum alloy trusses and other aluminum alloy structures are fabricated from aluminum alloy materials, the joints of the joint members are mostly the method of splicing joints of the steel truss structure.
2、 空间桁架结构 2, space truss structure
平面桁架结构只能承受作用在桁架平面以内的荷载, 但是工程实际上结构所受的荷载常 作用于不同方向的几个平面内, 因此, 在工程中, 还有一类具有明显空间特征的桁架结构, 能够承受作用于不同方向的几个平面内的荷载, 这种体系称为空间桁架结构。 组成几何不变 的空间桁架结构的基本规则, 是从一个平面三角形或从基础开始, 依次用三根不共面的链杆 固定一个新结点, 按此规则依次添加新结点, 就可以组成几何不变的空间桁架结构, 符合这 个组成规则而无多余联系链杆的称为静定空间桁架结构, 若果有多余联系链杆的称为超静定 空间桁架结构。 空间桁架结构结点为铰结点, 杆件是轴力杆, 是空间链杆系结构体系。 空间 桁架结构其跨度可大可小, 常用于大跨度的工业厂房、 体育场馆、 桥梁工程及塔型工程等土 木工程领域中。 常见的有钢结构空间桁架、 钢筋混凝土空间桁架、 钢与混凝土组合空间桁架 等。 经过科技情报部门检索查新, 目前尚未发现有体结点铝合金空间桁架结构。 The plane truss structure can only bear the load acting on the plane of the truss, but the load of the actual structure of the project often acts on several planes in different directions. Therefore, in engineering, there is also a class of truss structures with obvious spatial characteristics. , capable of withstanding loads in several planes acting in different directions, this system is called a space truss structure. The basic rule for constructing a geometrically invariant space truss structure is to start with a plane triangle or from the base, and then fix a new node with three non-coplanar links in turn, and add new nodes according to this rule to form a geometry. The constant space truss structure, which conforms to this composition rule and has no redundant connection links, is called a statically-determined space truss structure. If there is a redundant connection link, it is called a statically indeterminate space truss structure. The space truss structure node is a hinge point, and the rod member is an axial force rod, which is a space chain system structure system. The space truss structure can be large or small, and is often used in large-span industrial plants, stadiums, bridges, towers, etc. In the field of wood engineering. Commonly available steel space trusses, reinforced concrete space trusses, steel and concrete combined space trusses. After searching by the scientific and technological information department, there is no space truss structure for the aluminum alloy body.
3、 网架结构 3, grid structure
平板型网架结构, 简称为网架结构, 由许多杆件从两个或多个方向有规律地组成高次超 静定的空间网格结构, 能承受来自各方面的荷载。 网架的杆件是轴力杆, 网架结构是链杆系 的空间结构体系。 按网格单元组成方式划分, 网架结构一般分为: 平面桁架系网架结构、 三 角锥体系网架结构与四角锥体系网架结构。 网架的结构重量轻, 刚度大, 整体性能好, 抗震 能力强, 广泛应用于大、 中、 小跨度体育建筑、 公共建筑、 厂房工程、 飞机库、 桥梁建筑、 塔型工程等领域中, 螺栓球结点钢网架结构与焊接球结点钢网架结构是工程上应用广泛的钢 网架结构。 经检索査新未发现有体结点铝合金网架结构。 The flat type grid structure, referred to as the grid structure, is composed of a plurality of rods that regularly form a high-order statically indeterminate space grid structure from two or more directions, and can withstand loads from various aspects. The rod of the grid is the axial force rod, and the grid structure is the space structure system of the chain system. According to the composition of the grid unit, the grid structure is generally divided into: a plane truss system grid structure, a triangular pyramid system grid structure and a quadrangular cone system grid structure. The structure of the grid is light in weight, high in rigidity, good in overall performance and strong in earthquake resistance. It is widely used in large, medium and small span sports buildings, public buildings, plant engineering, hangars, bridge construction, tower engineering, etc. The ball joint steel grid structure and the welded ball joint steel grid structure are widely used steel grid structures. After searching and searching, no aluminum alloy grid structure of body joints was found.
(二) 铝合金结构与钢结构的特点 (2) Characteristics of aluminum alloy structure and steel structure
钢材具有强度高, 材质均匀, 可靠性好, 切割、 焊接、 铆接等加工方便, 钢结构施工进 度快工期短等特点, 因而钢结构被广泛应用于大、 中、 小跨度各种工业厂房、 公共建筑、 多 层与高层建筑、 高耸结构与轻型钢结构、 桥梁等土木工程中。 钢结构的最大缺点是耐热不耐 火和防腐差易锈蚀。 The steel has the characteristics of high strength, uniform material, good reliability, convenient processing such as cutting, welding and riveting, and short construction period of steel structure. Therefore, the steel structure is widely used in large, medium and small spans of various industrial plants and public. Construction, multi-storey and high-rise buildings, high-rise structures with light steel structures, bridges, etc. in civil engineering. The biggest disadvantage of the steel structure is that the heat resistance is not resistant to fire and the corrosion is poor and easy to rust.
金属铝是现代人类生产、 生活中金属应用量排名仅次于钢材, 居第二位。 铝合金材料质 轻(是钢材的三分之一), 高强(六系列铝材的物理力学性能已接近建筑用钢 Q235 ), 防腐力 高(是钢材的 4〜6倍), 成型性好 (是其他金属不可比), 极大地方便加工、 安装施工, 是可 以再生的环保建筑金属, 目前已广泛应用于门、 窗、 幕墙及其他的装修建筑工程领域。 作为 土木工程承重结构的铝合金结构的研究、 开发与应用也取得了一定的进展, 有了较成熟的计 算分析理论及设计与施工规范, 建造了铝合金各种建筑工程项目。 铝合金结构的优越性是明 显的, 其应用前景是广阔的。 但是, 据检索査新发现这些已建成的铝合金结构联结杆件的结 点都是仿钢结构的焊接结点处理方法的, 目前未发现有体结点铝合金链杆系结构。 对于铝合 金结构来说, 焊接结点存在下列问题: Metallic aluminum ranks second only to steel in modern human production and life. Aluminum alloy material is light (one-third of steel), high strength (physical and mechanical properties of six-series aluminum is close to Q235 for construction steel), high corrosion resistance (4 to 6 times that of steel), good formability ( It is incomparable to other metals. It is extremely convenient for processing, installation and construction. It is an environmentally-friendly building metal that can be recycled. It has been widely used in doors, windows, curtain walls and other decorative construction projects. The research, development and application of the aluminum alloy structure as a load-bearing structure for civil engineering have also made some progress. With more mature calculation analysis theory and design and construction specifications, various construction projects of aluminum alloys have been constructed. The superiority of the aluminum alloy structure is obvious, and its application prospect is broad. However, according to the search, it is found that the joints of these completed aluminum alloy structural joint members are all welded joints of steel structures. At present, no aluminum alloy chain structure is found. For aluminum alloy structures, the following problems exist with solder joints:
1、 铝合金的焊接技术要求高, 难度大。 1. The welding technology of aluminum alloy is high and difficult.
2、 焊接铝合金存在热影响区材料强度降低的缺陷。 2. There is a defect in the strength of the material in the heat-affected zone of the welded aluminum alloy.
3、 不便于工厂化加工制造, 不便于现场施工。 3. It is not convenient for factory processing and manufacturing, and it is not convenient for on-site construction.
本发明人对铝合金材料的物理力学性能进行了深入的分析, 又对平面桁架结构、 空间桁 架结构及网架结构的链杆系结构体系的杆件与结点构成、 受力特点进行了深入的研究, 并对 传统的钢结构链杆系结构进行了对比分析, 研究开发成功链杆系结构的体结点, 避免了焊接 铝合金的缺陷, 创造了体结点铝合金链杆系结构, 为土木工程推广应用铝合金结构开创了新 的途径。 The inventors conducted in-depth analysis on the physical and mechanical properties of aluminum alloy materials, and further in-depth on the characteristics of the members and the joints of the planar truss structure, the space truss structure and the lattice structure system of the grid structure. The research and comparative analysis of the traditional steel structure chain structure, research and development of the body joints of the successful chain structure, avoiding the defects of the welded aluminum alloy, and creating the aluminum alloy chain structure of the body joint. It has opened up new avenues for the promotion and application of aluminum alloy structures in civil engineering.
三、 发明的内容 Third, the content of the invention
(一) 本发明的目的 结点及杆件的设计是铝合金链杆系结构设计、 制作、 施工及推广应用的关键技术。 本发 明的目的就是要根据铝合金材料的物理力学性能特点及链杆系结构的受力特点, 创造出一种 充分发挥这两个特点的铝合金平面与空间链杆系结构, 设计出受力合理, 结构可靠, 便于设 计、 制作与施工的体结点铝合金链杆系结构体系, 为土木工程领域推广应用可再生又环保的 铝合金结构创造更好条件, 开创一条新的铝合金结构路径。 (a) The purpose of the invention The design of joints and bars is the key technology for the design, manufacture, construction and popularization of aluminum alloy chain structure. The object of the invention is to create an aluminum alloy plane and space chain structure which fully exerts these two characteristics according to the physical and mechanical properties of the aluminum alloy material and the force characteristics of the chain structure, and design the force Reasonable, reliable structure, easy to design, manufacture and construction of the body joint aluminum alloy chain structure system, to promote the application of renewable and environmentally friendly aluminum alloy structure in the civil engineering field to create better conditions, create a new aluminum alloy structure path .
为了实现本发明的目的, 本发明人对铝合金材料的物理力学性能进行了深入的分析, 又 对平面桁架结构、 空间桁架结构及网架结构的链杆系结构的杆件与结点构成、 受力特点进行 了深入的研究, 并与传统的钢结构进行了对比分析, 创造了体结点铝合金链杆系结构, 并对 多个相关工程实例进行结构分析与设计, 其结果是结构可靠、 受力清晰合理、 构造简单、 制 作与施工方便。 In order to achieve the object of the present invention, the inventors have in-depth analysis of the physical and mechanical properties of the aluminum alloy material, and constitute the members and nodes of the planar truss structure, the space truss structure and the lattice structure of the grid structure, The characteristics of the force were studied in depth, and compared with the traditional steel structure, the aluminum alloy chain structure of the body joint was created, and the structural analysis and design of several related engineering examples were carried out. The result is reliable structure. The force is clear and reasonable, the structure is simple, and the production and construction are convenient.
(二) 本发明的技术方案 (2) Technical solution of the invention
体结点铝合金链杆系结构包括了铝合金材料制造的体状的链杆系结构的所有结点体, 及 汇交于各结点并与结点体联结的铝合金材料制造的链杆系结构的所有杆件, 其特点是: 每个 体状的结点体上根椐联结杆件的需要, 在所联结杆件的平面内设置结点体肢板或开设结点体 槽, 汇交于结点的杆件, 与结点体肢板对应的杆端均开一个杆端口, 供结点体肢板植入, 与 结点体槽对应的杆端部直接植入相应的结点体槽内, 所有杆端与结点体肢板或结点体槽的联 结均用螺栓或铆栓紧固, 就得到受力合理, 整体性好, 安全可靠, 便于设计、 制作与安装施 工的体结点铝合金链杆系结构体系。 The body joint aluminum alloy chain structure includes all the node bodies of the body-shaped chain structure made of aluminum alloy material, and the chain rod made of aluminum alloy material which is connected to each joint and connected with the joint body. All the members of the structure are characterized in that: each body of the node is required to connect the rods in the joint body, and a joint body plate or a joint body groove is arranged in the plane of the joint rod member, and the joint is made At the node of the node, a rod port is opened at the rod end corresponding to the body plate of the node, and the body limb plate is implanted, and the rod end corresponding to the body groove of the node is directly implanted into the corresponding node body. In the groove, the connection between all the rod ends and the joint body plate or the joint body groove is fastened by bolts or rivets, and the body with reasonable force, good integrity, safety and reliability, easy to design, manufacture and install the body is obtained. Node aluminum alloy chain structure system.
以上所述的体结点铝合金链杆系结构, 所有杆件与结点体肢板或结点体槽的联结都用螺 栓或铆栓紧固, 螺栓或铆栓用铝合金材料或不锈钢材料制造, 每处联结用多少根螺栓或铆栓 及直径大小, 均由设计确定。 The above-mentioned body joint aluminum alloy chain structure, the joint of all the rods and the joint body limbs or the joint body groove is fastened by bolts or rivets, and the bolts or rivets are made of aluminum alloy material or stainless steel material. Manufacture, how many bolts or rivets and diameters are used for each joint, are determined by design.
以上所述体结点铝合金链杆系结构可以是体结点铝合金平面桁架结构 (如图 1 ), 可以是 体结点铝合金空间桁架结构 (如图 2、 图 3 ), 也可以是体结点铝合金网架结构。 The above-mentioned body joint aluminum alloy chain structure can be a body joint aluminum alloy plane truss structure (Fig. 1), and can be a body joint aluminum alloy space truss structure (Fig. 2, Fig. 3), or Body joint aluminum alloy grid structure.
以上所述体结点铝合金网架结构, 可以是体结点铝合金平面桁架系网架结构 (如图 4), 可以是体结点铝合金三角锥体系网架结构 (如图 5 ), 也可以是体结点铝合金四角锥体系网架 结构 (如图 6、 图 7)。 The above-mentioned body joint aluminum alloy grid structure may be a body joint aluminum alloy plane truss system grid structure (as shown in Fig. 4), which may be a body joint aluminum alloy triangle cone system grid structure (Fig. 5), It can also be a body joint aluminum alloy quadrangular cone system grid structure (Figure 6, Figure 7).
以上所述体结点铝合金链杆系网架结构 (如图 6), 在每个体状的结点体上 (如图 7结点 体 A), 根据联结杆件的需要, 在链杆系网架结构的 XY所在平面内的 X正、负方向分别设置 联结 X轴方向链杆系网架结构弦杆的结点体肢板(如 Bl、 B2), 或开设联结 X轴方向链杆系 网架结构弦杆结点体槽(如 Cl、 C2), 在 XY所在平面内的 Y正、 负方向分别设置联结 Υ轴 方向链杆系网架结构弦杆的结点体肢板 (如 Β3、 Β4), 或开设联结 Υ轴方向链杆系网架结构 弦杆的结点体槽 (如 C3、 C4), 在 YZ—侧在腹杆 (如 G5 G6) 平面内设置联结链杆系网架 结构腹杆 (如 G5、 G6) 的结点体肢板 (如 B5), 或开设联结链杆系网架结构腹杆 (如 G5、 G6) 的结点体槽 (如 C5 ), 在 ( - Y) Z—侧在腹杆 (如 G7 G8) 平面内设置联结链杆系网 架结构腹杆 (如 G7、 G8) 结点体肢板 (如 B6), 或开设联结链杆系网架结构腹杆 (如 G7、 G8) 的结点体槽 (如 C6), 汇交于结点 (如结点 A的 JA) 的网架杆件, 与结点体肢板对应 的杆端均开有一个杆端口, 供结点体肢板植入, 并用螺栓或铆栓紧固, 与结点体槽对应的杆 端部直接植入相应结点体槽内, 并用螺栓或铆栓紧固。 The above-mentioned body joint aluminum alloy chain truss structure (Fig. 6), on each body-shaped node body (Fig. 7 node body A), according to the needs of the connecting rod member, in the chain system The X positive and negative directions in the plane of the XY of the grid structure are respectively set to the joint body limbs (such as Bl, B2) of the chord of the link structure of the X-axis direction, or the linkage X-axis direction linkage system is opened. The truss structure of the truss structure (such as Cl, C2), the Y-positive and negative directions in the plane of XY are respectively set to the joint body of the chord of the truss structure of the truss truss structure (such as Β3 , Β 4), or open the joint body groove (such as C3, C4) of the chord of the truss structure of the yoke axis, and connect the chain yoke in the plane of the yoke (such as G5 G6) on the YZ side A joint body plate (such as B5) of a frame structure web (such as G5, G6), or a joint body groove (such as C5) of a web link structure (such as G5, G6). - Y) Z-side is set in the plane of the web (such as G7 G8) Frame structure webs (such as G7, G8) node body limbs (such as B6), or the joint body groove (such as C6) of the connecting rod truss structure (such as G7, G8), The grid member of the node (such as JA of node A) has a rod port corresponding to the rod end corresponding to the node body limb, and the body limb plate is implanted and fastened by bolts or rivets. The rod end corresponding to the node body groove is directly implanted into the corresponding body groove and fastened with bolts or rivets.
以上所述的结点体均用铝合金材料制造, 结点体厚度等有关尺寸, 根据实际工程由设计 确定。 结点体肢板之间夹角大小、 肢板厚度及有关尺寸根椐实际工程由设计确定, 可以同厚 度, 也可以不同厚度, 肢板可以是实体板, 也可以是空腹板, 结点体肢板植入与之联结的杆 件的杆瑞口内, 同一个结点体可以全部设置结点体肢板, 构成体结点铝合金链杆系网架结构 的植板式体结点 (如图 8、 图 9、 图 10)。 The above-mentioned joint bodies are all made of aluminum alloy material, and the thickness of the joint body and other related dimensions are determined according to the actual engineering design. The angle between the body limbs, the thickness of the limbs and the relevant dimensions are determined by the design. They can be the same thickness or different thickness. The limbs can be solid boards or hollow boards. The limb plate is implanted with the rod of the rod connected to the rod, and the same node body can be all set with the joint body limb, and the body joint of the aluminum alloy chain rod structure of the body node is formed (as shown in the figure). 8, Figure 9, Figure 10).
以上所述旳结点体所开设的结点体槽, 槽与槽之间夹角大小、 槽深、 槽壁厚度等相关尺 寸, 椐据实际工程由设计确定。 槽壁可以是同厚度, 也可以是不同厚度, 槽壁可以是实体板, 也可以是空腹板, 结点体槽供与之联结的杆件的杆端植入, 同一个结点体可以全部开设结点 体槽, 构成体结点铝合金链杆系网架结构的植杆式体结点 (如图 11、 图 12、 图 13 )。 The size of the joint body groove, the angle between the groove and the groove, the depth of the groove, the thickness of the groove wall, etc., are determined by the design according to the actual project. The wall of the groove may be of the same thickness or different thickness. The wall of the groove may be a solid plate or an empty plate, and the body groove of the joint may be implanted at the rod end of the rod connected thereto, and the same node body may be completely opened. The node body groove is a planting body node of the aluminum alloy chain structure of the body node (Fig. 11, Fig. 12, Fig. 13).
以上所述的结点体, 在同一个结点体上可以部分设置结点体肢板, 另一部分幵设结点体 槽, 构成体结点铝合金链杆系网架结构的植板式与植杆式混合式体结点 (如图 14)。 In the above-mentioned node body, the node body limb can be partially disposed on the same node body, and the other part is provided with the node body groove, and the planting type and planting of the aluminum alloy chain link frame structure constituting the body node Rod-type hybrid body joints (Figure 14).
以上所述的体结点铝合金链杆系网架结构, 在同一个网架结构项目中, 可以全部用植板 式体结点, 也可以全部用植杆式体结点, 也可以全部用混合式体结点, 也可以上述三种结点 在一个项目中同时使用。 The above-mentioned body joint aluminum alloy chain truss structure, in the same grid structure project, all of the planting body joints may be used, or all of the plant body joints may be used, or all may be mixed. For the body node, the above three nodes can also be used simultaneously in one project.
以上所述的体结点铝合金链杆系网架结构的弦杆(如 Gl、 G2、 G3、 G4)及腹杆(如 G5、 G6、 G7、 G8) 均用铝合金材料制造, 杆件长度及截面厚度等相关尺寸, 根据实际工程由设 计确定, 其截面形式可以是单孔方管, 也可以是多孔方管, 方管壁上可以设肋, 方管横断面 管壁可以等壁厚, 也可以不等壁厚, 开螺孔而受剪的管壁可以加厚。 The chords (such as Gl, G2, G3, G4) and the webs (such as G5, G6, G7, G8) of the body joint aluminum alloy chain truss structure described above are all made of aluminum alloy material, and the rods are made of The length and section thickness and other related dimensions are determined by the design according to the actual project. The section form can be a single-hole square tube or a porous square tube. The square tube wall can be provided with ribs. The square tube cross-section wall can be equal to the wall thickness. It is also possible to unequal wall thickness and open the screw hole and the wall of the pipe to be cut can be thickened.
以上所述的体结点铝合金链杆系网架结构, 与结点体肢板对应联结的杆端幵一个杆端 口, 供结点体肢板植入, 开口深度及杆端口两壁厚等相关尺寸, 根据实际工程由设计确定, 杆端口壁可以是实体板, 也可以是空腹板。 The above-mentioned body joint aluminum alloy chain truss structure, the rod end corresponding to the joint body limb 幵 a rod port, the joint body limb plate implant, the opening depth and the wall thickness of the rod port, etc. The relevant dimensions are determined by design according to the actual engineering. The wall of the rod port can be a solid board or an empty web.
以上所述的体结点铝合金链杆系网架结构, 在所述结点体 XY平面的形心处开设备用螺 孔, 对于上弦结点体备用螺孔供支承檩条的支托连结固定, 对于下弦结点体的备用螺孔供装 修吊顶或照明设备等吊挂使用。 The above-mentioned body joint aluminum alloy chain truss structure has a spare screw hole at a centroid of the XY plane of the node body, and a support screw for the support rafter for the upper chord node spare screw hole For the screw holes of the lower chord node, it is used for hanging ceilings or lighting equipment.
以上所述的体结点铝合金链杆系网架结构, 若是多层网架 (如网架塔) 时, 结点体上在 Y ( - Z) 一侧旳腹杆平面内及 ( - Y) ( - Z) —侧的腹杆平面内设置相应结点体肢板或开设 结点体槽, 供与相应的腹杆联结。 The above-mentioned body joint aluminum alloy chain truss structure, if it is a multi-layer grid (such as a truss tower), the node body is in the plane of the Y (-Z) side of the web and (-Y ( - Z) - Set the corresponding body limbs or open the body groove in the plane of the side of the web to connect with the corresponding web.
以上所述的体结点铝合金链杆系三角形空间桁架结构(如图 2),在每个体状的结点体上, 根据联结杆件的需要, 在链杆系空间桁架结构的 X、 Υ、 Ζ方向, 分别设置三块结点体肢板, 或开设三道结点体槽, 三块肢板分别植入汇交于结点相应 X、 Υ、 Ζ方向的所有杆件的杆端口 内, 并用螺栓或铆栓紧固,构成体结点铝合金链杆系空间桁架结构的植板式体结点(如图 15、 图 16、 图 17), 三道结点体槽供汇交于结点相应 X、 Y、 Ζ方向的所有杆件端部植入, 并用螺 栓或铆栓紧固, 构成体结点铝合金链杆系空间桁架结构的植杆式体结点(如图 18、 图 19、 图 20), 在同一个空间桁架结构项目中, 可以全部用植板式体结点, 可以全部用植杆式体结点, 也可以植板式体结点与植杆式体结点同时使用。 The above-mentioned body joint aluminum alloy chain is a triangular space truss structure (Fig. 2). On each of the body-shaped joint bodies, according to the needs of the coupling rods, the space truss structure X, Υ in the chain structure And Ζ direction, respectively set three node body limbs, or open three node body slots, three limb plates are respectively implanted into the rod ports of all the rods that correspond to the corresponding X, Υ, Ζ directions of the nodes Inside, and fastened with bolts or rivets, the body-formed aluminum alloy link is a plate-like body joint of the space truss structure (Fig. 15, Fig. 16, Fig. 17), and the three knots are provided for delivery. The ends of all the rods corresponding to the X, Y and Ζ directions of the joint are implanted and fastened with bolts or rivets, forming the rod-shaped body joints of the space truss structure of the aluminum alloy link of the body joints (Fig. 18, Figure 19, Figure 20), in the same space truss structure project, all the planting body joints can be used, all of which can be used with the implant body joints, or the planting body joints and the implanted body joints can be simultaneously use.
以上所述的体结点铝合金链杆系三角形空间桁架结构的结点体厚度、 结点体肢板及结点 体槽等有关尺寸由设计确定, 结点体肢板可以是实体板, 也可以是空腹板, 板的橫断面可以 等厚, 也可以不等厚, 结点体槽的两边槽壁可以是实体板, 也可以是空腹板, 不同槽的槽壁 板的橫断面可以等厚, 也可以不等厚。 The above-mentioned body joint aluminum alloy chain is a triangular space truss structure, the thickness of the joint body, the joint body limb and the joint body groove are determined by the design, and the joint body plate can be a solid board. It may be an empty web, the cross section of the board may be equal or thick, and the wall of the side groove of the joint body groove may be a solid board or an empty web board, and the cross section of the groove wall board of different slots may be equal. , can also be unequal.
以上所述的体结点铝合金链杆系三角形空间桁架结构的结点体肢板之间、 结点体槽之间 的夹角由设计确定, 当¥、 Ζ方向两块结点体肢板, 或¥、 Ζ方向两道结点体槽夹角成 90 °时, 就得到体结点铝合金链杆系矩形空间桁架结构 (如图 3 ) 的体结点。 The above-mentioned body joint aluminum alloy chain is a triangular space truss structure between the joint body limbs, and the angle between the joint body grooves is determined by design, when the two sides of the body are in the direction of ¥, Ζ , or the angle between the two nodes of the ¥ and Ζ directions is 90 °, and the body node of the rectangular truss structure of the aluminum alloy chain of the body joint (Fig. 3) is obtained.
以上所述的体结点铝合金链杆系空间桁架结构的杆件长度、 断面尺寸及壁厚等均由设计 确定, 可以是单孔方管, 也可以是多孔方管, 管壁可设肋, 对应于结点体肢板的杆端均开有 一个杆端口, 杆端口的两口壁可以是空腹板, 也可以是实体板, 不同口的口壁可以等厚, 也 可以不等厚。 The length, section size and wall thickness of the body truss structure of the body joint aluminum alloy chain described above are all determined by design, and may be a single-hole square tube or a porous square tube, and the tube wall may be ribbed. The rod end corresponding to the node body plate has a rod port, and the two ports of the rod port may be an empty plate or a solid plate, and the mouth walls of different ports may be equal in thickness or unequal in thickness.
以上所述的体结点铝合金链杆系平面桁架结构(如图 1 ), 没有 Ζ方向杆件, 根椐联结杆 件的需要, 结点体上分别在 X、 Υ方向设置结点体肢板或开设结点体槽即可, 结点体肢板分 别植入 X、 Υ方向杆件的杆端口内, 并用螺栓或铆栓紧固, 构成体结点铝合金链杆系平面桁 架结构的植板式体结点 (如图 21、 图 22), 或结点体槽分别供 X、 Υ方向杆件端部植入, 并 用螺栓或铆栓紧固,构成体结点铝合金链杆系平面桁架结构的植杆式体结点(如图 23、图 24), 在同一个平面桁架结构项目中, 可以全部用植板式体结点, 可以全部用植杆式体结点, 也可 以植板式体结点与植杆式体结点同时使用。 The above-mentioned body joint aluminum alloy chain is a plane truss structure (Fig. 1), there is no slanting rod member, and the root rod is connected to the rod, and the joint body is arranged in the X and Υ directions respectively. The plate or the joint body groove can be opened, and the joint body plate is respectively inserted into the rod port of the X and Υ direction rods, and is fastened by bolts or rivets, and the aluminum alloy link body of the body joint is a plane truss structure. The plate-like body joints (Fig. 21, Fig. 22), or the joint body grooves are respectively implanted at the ends of the X and Υ direction rods, and fastened with bolts or rivets to form the plane joint aluminum alloy link plane In the same plane truss structure project, all the planting type body joints can be used, and all the planting body joints can be used, or the planting type can be used. The body node is used simultaneously with the implant body node.
以上所述的体结点铝合金链杆系平面桁架结构, 结点体及结点体肢板或结点体槽有关尺 寸由设计确定, 结点体肢板可以是空腹板, 也可以是实体板, 不同肢板可以等厚, 也可以不 等厚, 结点体槽的槽壁可以是空腹板, 也可以是实体板, 不同槽的槽壁可以等厚, 也可以不 等厚。 The above-mentioned body joint aluminum alloy chain is a plane truss structure, the size of the joint body and the joint body plate or the joint body groove is determined by design, and the joint body plate may be an empty web or an entity. The plates may be of equal thickness or different thickness. The groove wall of the body groove may be an empty plate or a solid plate, and the groove walls of different grooves may be equal in thickness or unequal in thickness.
以上所述的体结点铝合金链杆系平面桁架结构的杆件长度、 断面尺寸及壁厚等均由设计 确定, 可以是单孔方管, 也可以是多孔方管, 管壁可设肋, 对应于结点体肢板的杆端均开有 一个杆端口, 杆端口的两口壁可以是空腹板, 也可以是实体板, 不同口的口壁可以等厚, 也 可以不等厚。 The length, section size and wall thickness of the planar truss structure of the body joint aluminum alloy chain rod described above are all determined by design, and may be a single-hole square tube or a porous square tube, and the tube wall may be ribbed. The rod end corresponding to the node body plate has a rod port, and the two ports of the rod port may be an empty plate or a solid plate, and the mouth walls of different ports may be equal in thickness or unequal in thickness.
以上所述的体结点铝合金链杆系空间桁架结构 (如图 2), 把联系杆件的结点体融合到相 关杆件一起设计、 制造, 做到汇交于结点上的杆件 (如桁架的弦杆与腹杆) 互为榫头与榫槽 配对组合, 即弦杆上在空间桁架 Υ、 Ζ方向分别设一块榫头板, 相应在空间桁架 Υ、 Ζ方向 的腹杆的每一杆端幵一道口, 与之配对作为榫槽, 弦杆上的 Υ、 Ζ方向榫头板对应植入与之 相交 Υ、 ζ方向的腹杆的榫槽内, 并用螺栓或铆栓紧固, 构成空间桁架结构的弦杆榫头腹杆 榫槽的榫栓结点 (如图 25、 图 26、 图 27、 图 31、 图 34), 或弦杆上在空间桁架 Υ、 Ζ方向分 别设一道榫槽, 相应在空间桁架¥、 Ζ方向的腹杆每一杆端与之配对作为榫头, Υ、 Ζ方向腹 杆的每一杆端均植入与之相交弦杆上 Υ、 Ζ方向的榫槽内, 并用螺栓或铆栓紧固, 构成空间 桁架结构的弦杆榫槽腹杆榫头的榫栓结点 (如图 28、 图 29、 图 30、 图 32、 图 33 ), 所有榫 头植入榫槽内并用螺栓或铆栓紧固后, 就得到了榫栓结点铝合金链杆系空间桁架结构, 在同 一个空间桁架结构项目中, 可以全部用弦杆榫头腹杆榫槽的榫栓结点, 可以全部用弦杆榫槽 腹杆榫头的榫栓结点, 也可以上述两种榫栓结点同时使用。 The above-mentioned body joint aluminum alloy chain is a space truss structure (as shown in Fig. 2), and the joint body of the connecting rod member is fused to the relevant rod member to be designed and manufactured together, and the joint member is connected to the joint member. (such as the chord and the web of the truss), the pair of hoes and the rafts are paired with each other, that is, the chords are respectively provided with a hoe in the space truss and the Ζ direction, correspondingly in the space 桁 frame, Ζ direction Each rod end of the web is matched with a mouth, and is paired with it as a gutter. The Υ and Ζ 榫 上 on the chord are correspondingly inserted into the gutter of the web in the direction of the Υ and ζ, and are bolted or The rivet bolts are fastened, and the chord joints of the chords of the chords of the space truss structure are arranged (as shown in Fig. 25, Fig. 26, Fig. 27, Fig. 31, Fig. 34), or the chords are in the space truss, Ζ There is a groove in the direction, and each of the rod ends in the direction of the space truss ¥, Ζ is paired with the shank, and each rod end of the 腹 and Ζ directions is implanted with the chord on the chord, Ζ in the direction of the groove, and fastened with bolts or rivets, forming the truss joint of the chord of the space truss structure (see Figure 28, Figure 29, Figure 30, Figure 32, Figure 33) After all the hoes are inserted into the gutters and fastened with bolts or rivets, the truss structure of the aluminum alloy chain truss is obtained. In the same space truss structure project, all the chords can be used. The 榫 榫 结 , , , 可以 可以 可以 可以 可以 槽 槽 槽 , 槽 , 槽 槽 槽 槽 槽 , Both nodes simultaneously bolt tongue.
以上所述的榫栓结点铝合金链杆系空间桁架结构的腹杆的杆件长度、 断面尺寸及壁厚等 均由设计确定, 断面形式可以是单孔方管, 也可以是多孔方管, 方管壁上可以设肋, 也可以 是实体杆件。 The length, section size and wall thickness of the web of the truss structure of the aluminum alloy chain truss structure of the above-mentioned ferrule joint are all determined by design, and the section form may be a single-hole square tube or a porous square tube. The square tube wall may be provided with ribs or solid rods.
以上所述的榫栓结点铝合金链杆系空间桁架结构的弦杆的杆件断面形式可以是单孔或多 孔三角管 (如图 2 5、 图 2 8), 也可以是单孔或多孔方管 (如图 3 1、 图 3 2), 也可以是单孔 或多孔圆管(如图 3 3、 图 3 4), 或其它异形断面单孔或多孔管, 管壁上可以设肋, 也可以是 实体杆件, 弦杆的杆件长度、 断面尺寸及壁厚等均由设计确定。 The shank of the truss structure of the truss structure of the aluminum alloy chain structure described above may be a single hole or a porous triangle tube (as shown in Fig. 25, Fig. 28), or may be single hole or porous. The square tube (as shown in Fig. 3 1 and Fig. 3 2) may also be a single hole or a porous tube (as shown in Fig. 3 3, Fig. 34), or other shaped single hole or porous tube, and the tube wall may be provided with ribs. It can also be a solid rod, and the length, section size and wall thickness of the chord are determined by design.
以上所述的榫栓结点铝合金链杆系空间桁架结构的弦杆与腹杆互为榫头与榫槽的配对组 合, 弦杆上所设榫头板之间夹角大小及榫头板有关尺寸由设计确定, 可以是直角, 也可以是 其他角度, 榫头板可以是实体板, 也可以是空腹板, 相应腹杆上杆端开设榫槽, 榫槽有关尺 寸由设计确定, 两边槽壁可以是实体板, 也可以是空腹板。 The chord and the web of the truss structure of the aluminum alloy chain truss structure described above are a paired combination of the boring head and the boring groove, and the angle between the boring plate and the slab of the boring plate are determined by the size of the boring plate. The design can be either right angle or other angles. The hoe board can be a solid board or an empty web. The corresponding end of the web is provided with a groove. The size of the groove is determined by design. The groove walls on both sides can be solid. The board can also be an empty web.
以上所述的榫栓结点铝合金链杆系空间桁架结构的弦杆与腹杆互为榫头与榫槽的配对组 合, 弦杆上所设榫槽之间夹角大小及榫槽有关尺寸由设计确定, 可以是直角, 也可以是其他 角度, 榫槽的两边槽壁可以是实体板, 也可以是空腹板, 相应腹杆上设置榫头, 榫头有关尺 寸由设计确定, 可以是实体板, 也可以是空腹板。 The chord and the web of the truss structure of the aluminum alloy chain truss structure described above are a paired combination of the boring head and the grooving groove, and the angle between the grooving grooves provided on the chord and the relevant size of the grooving groove are determined by The design can be either right angle or other angles. The groove walls on both sides of the gutter can be solid plates or empty webs. The corresponding webs are provided with hoes. The dimensions of the hoes are determined by design and can be solid boards. It can be an empty web.
以上所述的体结点铝合金链杆系平面桁架结构 (如图 1 ), 把联结杆件的结点体融合到相 关杆件一起设计、 制造, 做到汇交于结点上的杆件 (如桁架的弦杆与腹杆) 互为榫头与榫槽 的配对组合, 即在弦杆上与腹杆相邻一侧设一道榫头板, 相应在腹杆的每一杆端开一道口, 与之配对作为榫槽, 弦杆上的榫头板, 植入腹杆的榫槽内, 并用螺栓或铆栓紧固, 构成平面 桁架结构的弦杆榫头腹杆榫槽的榫栓结点 (如图 35、 图 36), 或者在弦杆上与腹杆相邻一侧 设一道榫槽, 相应腹杆的每一杆端与之配对作为榫头, 腹杆的每一杆端均植入与之相交的弦 杆的榫槽内, 并用螺栓或铆栓紧固, 构成平面桁架结构的弦杆榫槽腹杆榫头的榫栓结点 (如 图 37、 图 38), 每个榫头植入榫槽内并用螺栓或铆栓紧固后, 就得到了榫栓结点铝合金链杆 系平面桁架结构, 在同一个平面桁架结构项目中, 可以全部用弦杆榫头腹杆榫槽的榫栓结点, 可以全部用弦杆榫槽腹杆榫头的榫栓结点, 也可以上述两种榫栓结点同时使用。 以上所述的榫栓结点铝合金链杆系平面桁架结构, 腹杆与弦杆的长度、 断面尺寸及壁厚 等由设计确定, 断面形式可以是单孔方管, 也可以是多孔方管, 方管壁可以设肋, 也可以是 实体杆件。 The above-mentioned body joint aluminum alloy chain rod is a plane truss structure (Fig. 1), and the joint body of the joint rod member is fused and integrated with the relevant rod member to design and manufacture the rod member which is connected to the joint point. (such as the chord and the web of the truss). It is a pairing combination of the hoe and the groove. That is, a hoe plate is arranged on the side of the chord adjacent to the web, and a mouth is opened at each end of the web. Paired with the boring plate, the boring plate on the chord is inserted into the groove of the web, and fastened with bolts or rivets to form the shackle of the chord of the flat truss structure. Figure 35, Figure 36), or a groove on the chord adjacent to the web, each rod end of the corresponding web is paired with the rod as a hoe, and each rod end of the web is implanted The chords of the intersecting chords are fastened with bolts or rivets to form the shackle joints of the chords of the flat truss structure (Fig. 37, Fig. 38). After being fastened with bolts or rivets, the truss joint aluminum alloy chain truss structure is obtained. Truss structure projects may use all CHORD dovetail tenon pin junction of the web member tongue and groove, a tongue of using all CHORD pin junction mortise tenon web member, the two may be used simultaneously dowel pin junction. The above-mentioned 榫 结 铝合金 aluminum alloy chain truss structure, the length of the web and chord, section size and wall thickness are determined by design, the section can be a single-hole square tube or a porous square tube The square tube wall may be provided with a rib or a solid rod.
以上所述的榫栓结点铝合金链杆系平面桁架结构, 弦杆与腹杆互为榫头与榫槽的配对组 合, 弦杆上所设榫头板有关尺寸由设计确定, 可以是实体板, 也可以是空腹方管, 相应腹杆 上的杆端开榫槽, 榫槽有关尺寸由设计确定, 两边槽壁可以是实体板, 也可以是空腹板。 The above-mentioned aluminum alloy chain link of the 榫 榫 系 系 系 , , , , , 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金It can also be an empty square tube, and the rod end opening groove on the corresponding web is determined by the design. The wall of the two sides can be a solid board or an empty web.
以上所述的榫栓结点铝合金链杆系平面桁架结构, 弦杆与腹杆互为榫头与榫槽的配对组 合, 弦杆上所设榫槽有关尺寸由设计确定, 两边槽壁可以是实体板, 也可以是空腹板, 相应 腹杆上的杆端设置榫头, 榫头有关尺寸由设计确定, 可以是实体板, 也可以是空腹方管。 The above-mentioned 榫 结 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金The solid board may also be an empty web, and the end of the rod on the corresponding web is provided with a hoe. The size of the hoe is determined by design, and may be a solid board or an empty square tube.
(三) 本发明与现有技术相比, 其突出的实质性特点和显著进步 (3) The outstanding substantive characteristics and significant progress of the present invention compared with the prior art
1、 体结点铝合金链杆系结构与钢结构链杆系结构相比较 1. The structure of the aluminum alloy chain structure of the body joint is compared with the structure of the steel structure chain structure
焊接结点钢结构链杆系平面桁架结构、 空间桁架结构与螺栓球结点网架结构及焊接球结 点网架结构, 以受力清晰, 结构合理, 整体性能好, 刚度大, 方便设计、 制作、 施工安装、 工期短进度快等特点, 被广泛应用于体育建筑、 公共建筑、 厂房工程、 飞机库、 桥梁及塔型 工程等各个领域。 Welded joint steel structure chain truss structure, space truss structure and bolt ball joint grid structure and welded ball joint grid structure, with clear force, reasonable structure, good overall performance, high rigidity, convenient design, It is widely used in sports construction, public buildings, factory engineering, hangars, bridges and tower works in various fields such as production, construction and installation, and short construction period.
体结点铝合金链杆系平面桁架结构、 空间桁架结构与网架结构是环保的铝合金材料应用 于建筑工程的一种理想载体结构体系, 它们除了同样具有上述钢结构链杆系结构的特点外, 体结点铝合金链杆系结构有其实质性的特点: Body joint aluminum alloy chain truss structure, space truss structure and grid structure are environmentally friendly aluminum alloy materials used in construction engineering, an ideal carrier structure system, in addition to the characteristics of the above-mentioned steel structure chain structure In addition, the body joint aluminum alloy chain structure has its substantive characteristics:
( 1 )结点设计是铝合金链杆系结构的关键技术, 本发明铝合金链杆系结构的结点体避免 了铝合金焊接难度大技术要求高, 焊接铝合金存在热影响区材料强度降低及不便于工厂生产 与现场施工困难的缺陷, 是铝合金链杆系结构一个突破与创新, 体结点铝合金链杆系结构将 成为铝合金材料应用于土木工程结构的理想载体; (1) The design of the joint is the key technology of the aluminum alloy chain structure. The joint structure of the aluminum alloy chain structure of the invention avoids the high technical difficulty of welding the aluminum alloy, and the material strength of the welded aluminum alloy is reduced in the heat affected zone. And the inconvenience of factory production and on-site construction difficulties, is a breakthrough and innovation of aluminum alloy chain structure, body structure aluminum alloy chain structure will become an ideal carrier for aluminum alloy materials applied to civil engineering structures;
(2) 重量轻 (在同项目工程中仅是钢结构重量的三分之一), 不但减轻了下部结构承受 的荷载, 还提高了抗震性能; (2) Light weight (only one-third of the weight of the steel structure in the same project), not only reduces the load on the substructure, but also improves the seismic performance;
(3 ) 防腐能力高(是钢材的 4〜6倍), 寿命长, 结构几乎终身不用维护, 工程寿命造价 较低; (3) High anti-corrosion ability (4 to 6 times of steel), long life, almost no maintenance for the structure, and low construction life;
(4)铝合金材料成型性好, 本发明体结点铝合金链杆系结构的结点体及杆件比钢结构更 方便加工制造与施工安装。 (4) The aluminum alloy material has good moldability, and the joint body and the rod of the aluminum alloy chain structure of the body of the invention are more convenient for processing, manufacturing and installation than the steel structure.
2、 "结点体" 与 "连接器" 相比较 2, "node body" and "connector" compared
本发明人认真对照了发明名称为"空间框架连接节点装置(发明人: G ·Α ·雷诺、 D -R,哈 克斯、 G ' N *克堤斯。 公开号为: CN101529027A)"所公开的 "连接器"若干个方案, 我们 认为本发明的 "结点体" 与 "连接器" 有明显的区别, 且更优于 "连接器" 。 The inventors have carefully compared the invention whose name is "space frame connection node device (inventor: G · Α · Reynolds, D-R, Hax, G'N *Kittis. Publication No.: CN101529027A)" There are several options for the "connector", and we believe that the "node" of the present invention is significantly different from the "connector" and is superior to the "connector".
( 1 ) 正如 "连接器"发明人所说, "连接器" 的发明是供用于电磁发射的曲面反射器的 可动支承电枢及用于曲面太阳反射器的可动电枢。 这些 "电枢"与 "土木工程"不但领域不 同, 而且其承受的荷载量级, 其结构刚度、 强度及可靠度、 安全度都是无法比拟的, 就是说(1) As the inventor of the "connector" said, the "connector" was invented as a movable supporting armature for a curved reflector for electromagnetic emission and a movable armature for a curved solar reflector. These "armatures" and "civil engineering" are not only in the field. The same, and the magnitude of the load it bears, its structural rigidity, strength, reliability and safety are unmatched, that is to say
"连接器"的发明可能在外观上有些地方与土木工程相似, 但从实质来说是不相同且有明显 实质的区别, 不能搬用的。 The invention of "connector" may be similar in appearance to civil engineering, but in essence it is different and has obvious substantive differences that cannot be used.
本发明体结点铝合金链杆系结构的结点体是完全按照土木工程领域承重结构而构思、 设 计的, 是要满足构造、 强度、 刚度及变形等要求的。 The node body of the body joint aluminum alloy chain structure of the present invention is conceived and designed according to the load-bearing structure of the civil engineering field, and is required to meet the requirements of structure, strength, rigidity and deformation.
(2) 连接器就是要牢固而又方便地连接汇交于结点的杆件, 而公开号 (CN101529027A) 发明的 "连接器" 的连接功能存在明显缺陷。其说明书附图的图 3与图 4代表了该发明的基 本 "连接器" 的构造与形体, 当 35与 36之间的中心平面相互夹角是某些角度, 而 27杆件 比 37、 38杆件断面较大时(在链杆系结构中弦杆断面往往大许多过腹杆断面), "连接器" 就 会出现如本说明附图 39所示的情况:为了保证汇交于同一结点的三根杆件的截面形心轴线汇 交于一点, 形成汇交力系, 则用于 27 杆件与其所在槽相连接的剪切销就可能无法安装, 杆 27与 "连接器" 可能无法连接。 "连接器" 是存在缺陷的, 是受到 "夹角" 大小及所联结 杆件的断面尺寸约束的。 (2) The connector is to securely and conveniently connect the bars that are connected to the node, and the connection function of the "connector" invented by the publication number (CN101529027A) has obvious defects. Figures 3 and 4 of the drawings of the specification represent the construction and shape of the basic "connector" of the invention, when the central plane between 35 and 36 is at an angle to each other, and the 27-piece ratio is 37, 38 When the section of the rod is large (the chord section is often much larger than the web section in the chain structure), the "connector" will appear as shown in Figure 39 of this description: in order to ensure the intersection of the same knot The cross-sectional center axis of the three rods of the point meets at one point to form a joint force system, and the shear pin for connecting the 27 rod to the groove in which it is located may not be installed, and the rod 27 and the "connector" may not be able to connection. The "connector" is defective and is constrained by the "angle" and the cross-sectional dimensions of the joined members.
公开号 (CN101529027A) 的说明书附图的图 6、 图 8及图 10又表达了 "连接器" 另外 几个方案, 也都有一个共同的问题, 就是穿过孔 72的剪切销的一个端头或两个端头进入了另 外的槽内, 这就造成了施工安装的不便, 杆件安装相互打架千扰, 若要调整安装就更不方便 了。 Figures 6, 8 and 10 of the specification of the publication number (CN101529027A), in turn, express the "connector" and several other solutions, which also have a common problem, that is, one end of the shear pin passing through the hole 72. The head or the two ends enter the other slots, which causes inconvenience in construction and installation, and the rods are installed in a mutually disturbed manner. It is more inconvenient to adjust the installation.
本发明体结点铝合金链杆系结构的 "结点体", 不管是植板式或植杆式结点体, 或者混 合式结点体, 或者榫栓结点都能满足 X、 Υ、 Ζ三个方向 (包括正、 负方向)汇交于同一个结 点的杆件灵活地各就各位, 并且都有足够的位置用螺栓或铆栓分别加以紧固, 没有受到 "夹 角" 与汇交于结点杆件的断面尺寸的影响, 都可以保证汇交于结点的各杆件截面形心轴线汇 交于一点, 形成汇交力系, 且保证了每根杆件与结点体的连接各自独立紧固, 互不干扰。 The "node body" of the aluminum alloy chain structure of the body node of the invention, whether it is a planting type or a planting type node body, or a hybrid node body, or a shackle joint point can satisfy X, Υ, Ζ The three parts (including the positive and negative directions) are joined to each other at the same node flexibly, and each has sufficient position to be fastened with bolts or rivets, which are not subject to "angle" and The influence of the section size of the joint member can ensure that the core axes of the cross-sections of the joints at the junctions meet at one point, forming a joint force system, and ensuring the connection between each rod and the joint body. They are independently fastened and do not interfere with each other.
(3 ) 读了 "连接器" 说明书的全文, 研究了其中全部 "连接器" 方案, 对于土木工程 承重结构来说 (尤其对于中、 大跨度链杆系结构来说), 这些 "连接器" 槽底间的实体厚度 太薄, 连接器的 77、 79槽壁的剪切销孔由于连接要求的限制孔位较高, 在土木工程结构压力 杆作用下, 存在局部屈曲隐患, 图 29、 图 30与图 31 的 "连接器" 的结点构造造成了 "管 状弦构件" 131偏心受力, 并且用螺钉连接, 对土木工程承重结构来说是不可靠的。 此外其 说明书说, 为了安装方便的需要, "连接器" 不得不用剪切销 夹持保持件作为紧固件, 而 这种紧固件在土木工程承重结抅同样是不安全可靠的。 可见"连接器" 承受土木工程承重结 构的结点内力的功能是明显不足的。 (3) Read the full text of the "Connector" manual and study all of the "connector" schemes. For civil engineering load-bearing structures (especially for medium and long-span chain structure), these "connectors" The thickness of the solid between the bottom of the groove is too thin, and the shear pin hole of the 77, 79 groove wall of the connector has a higher hole position due to the connection requirement. Under the action of the hydraulic engineering structure pressure bar, there is a local buckling hazard, Fig. 29, Fig. The node configuration of 30 and the "connector" of Fig. 31 causes the "tubular string member" 131 to be eccentrically stressed and screwed, which is unreliable for civil engineering load-bearing structures. In addition, the specification states that for the convenience of installation, the "connector" has to use a shear pin to hold the retaining member as a fastener, and such a fastener is also unsafe and reliable in civil engineering load-bearing crusting. It can be seen that the function of the "connector" to withstand the internal force of the joint of the civil engineering load-bearing structure is obviously insufficient.
本发明体结点铝合金链杆系结构的 "结点体", 其构造保证了杆件、 螺栓及结点体的力 传递路径清晰, 结构的各个受力元件工作内力性质 (受拉、 受压或受剪) 都一目了然, 为结 构分析提供了规范清晰的力学模型, 专业人员按土木工程相关规范进行杆件、 结点和螺栓的 设计, 就可以保证结构各个受力元件构造要求、 强度要求及刚度要求, 保证结点与杆件共同 工作, 保证整个结构体系的可靠与安全。 The "node body" of the aluminum alloy chain structure of the body joint of the invention ensures the clear force transmission path of the rod, the bolt and the joint body, and the internal force properties of the various force components of the structure (pull and receive) Pressure or shearing) is clear at a glance, providing a clear and standardized mechanical model for structural analysis. Professionals can design structural members, strengths and strengths of structural components according to civil engineering related specifications for the design of bars, joints and bolts. And stiffness requirements, to ensure that the joints and the joints Work to ensure the reliability and safety of the entire structural system.
(4) "连接器" 的发明, 要求一些杆件是通长旳, 不便于结构的建筑造型设计。 其说明 书附图 13至附图 23讲述了 DLG构造安装过程与步骤,由此可见其安装既不规范也十分麻烦。 (4) The invention of the "connector" requires that some of the rods are long and narrow, which is not convenient for the architectural design of the structure. BRIEF DESCRIPTION OF THE DRAWINGS Figures 13 through 23 illustrate the DLG construction installation process and steps, thereby showing that the installation is neither standard nor cumbersome.
本发明体结点铝合金链杆系结构不要求通长杆件, 便于建筑造型与排水找坡。 "体结点" 的构造保证了结构安装的规范与方便, 完全可以根据形成几何不变体系的机动分析进行: 对 于平面链杆系结构 "不共线的两根链杆固定平面上一个点"; 对于空间链杆系结构 "不共面 的三根链杆固定空间一个点" 的数学规律与原理进行安装施工。 The body joint aluminum alloy chain structure of the invention does not require a long rod member, which is convenient for building modeling and drainage to find a slope. The construction of the "body knot" guarantees the specification and convenience of the structural installation, and can be carried out according to the maneuver analysis that forms the geometrically invariant system: For the planar chain structure "a point on the fixed plane of the two links that are not collinear" For the installation and construction of the mathematical rules and principles of the space chain structure "one point of three chain rod fixed spaces without coplanar".
3、 体结点铝合金链杆系结构, 所有杆件及结点体都是充分利用了铝合金材料成型性好, 加工方便的特性, 挤压或冲压制作的, 杆件、 结点体都可以规范化、 标准化, 可以实现工厂 大批量生产, 然后现场拼装、 安装, 工程质量与工程进度更有保证。 3. The structure of the aluminum alloy chain structure of the body joints, all the rods and the joint body are fully utilized. The aluminum alloy material has good formability and convenient processing characteristics, and is extruded or stamped, and the rod and the joint body are all It can be standardized and standardized, and it can realize mass production of the factory, and then assemble and install on site, and the project quality and project progress are more guaranteed.
四、 附图说明 Fourth, the description of the drawings
图 1是体结点铝合金链杆系平面桁架结构实例。 Figure 1 is an example of a planar truss structure of a body joint aluminum alloy chain.
图 2是体结点铝合金链杆系三角形空间桁架结构实例。 Fig. 2 is an example of a triangular space truss structure of a body joint aluminum alloy chain.
图 3是体结点铝合金链杆系矩形空间桁架结构实例 。 Fig. 3 is an example of a rectangular space truss structure of a body joint aluminum alloy chain.
图 4是体结点铝合金链杆系平面桁架系网架结构的构成示意图。 Fig. 4 is a schematic view showing the structure of a plane truss system grid structure of a body joint aluminum alloy chain.
图 5是体结点铝合金链杆系三角锥体系网架结构的构成示意图。 Fig. 5 is a schematic view showing the structure of a triangular structure of a triangular joint system of a body joint aluminum alloy chain.
图 6是体结点铝合金链杆系四角锥体系网架结构实例。 Fig. 6 is an example of a structure of a four-corner cone system of a body joint aluminum alloy chain.
图 7是体结点铝合金链杆系四角锥体系网架结构局部放大。 Fig. 7 is a partial enlargement of the structure of the body joint aluminum alloy chain system quadrangular pyramid system.
图 8是植板式体结点铝合金链杆系四角锥体系网架结构结点 A (JA) X方向大样图。 图 9是植板式体结点铝合金链杆系四角锥体系网架结构结点 A (JA) Z方向大样图。 图 10是植板式体结点铝合金链杆系四角锥体系网架结构结点 A (JA) Y方向大样图。 图 11是植杆式体结点铝合金链杆系四角锥体系网架结构结点 A (JA) X方向大样图。 图 12是植杆式体结点铝合金链杆系四角锥体系网架结构结点 A (JA) Z方向大样图。 图 13是植杆式体结点铝合金链杆系四角锥体系网架结构结点 A (JA) Y方向大样图。 图 14是植板、植杆混合式体结点铝合金链杆系四角锥体系网架结构结点 A (JA) X方向 大样图。 Figure 8 is a large sample of the A (JA) X direction of the node structure of the aluminum alloy chain system of the four-corner cone system. Fig. 9 is a large-scale diagram of the A (JA) Z direction of the node structure of the aluminum alloy chain system of the four-corner cone system. Figure 10 is a large sample of the A (JA) Y direction of the node structure of the aluminum alloy chain system of the four-corner cone system. Figure 11 is a large sample of the A (JA) X direction of the node structure of the aluminum alloy chain of the plant body. Figure 12 is a large-scale diagram of the A (JA) Z direction of the node structure of the aluminum alloy chain of the plant body. Figure 13 is a large sample of the A (JA) Y direction of the node structure of the four-cone system of the aluminum alloy chain of the implanted body. Fig. 14 is a schematic diagram of the A (JA) X direction of the planting and planting mixed body joint aluminum alloy chain system.
体结点铝合金链杆系四角锥体系网架结构实例附图中名称编码如下: Body joint aluminum alloy chain system quadrangular cone system grid structure example The name code in the drawing is as follows:
JA、 是体结点铝合金链杆系网架结构结点 A的编码。 JA is the code of the node A of the body node aluminum alloy chain structure.
M、 是紧固螺栓或铆栓的编码。 M, is the code for fastening bolts or rivets.
K、 是体结点铝合金链杆系网架结构结点体上的备用螺孔。 K is a spare screw hole on the node body of the body node aluminum alloy chain structure.
体结点铝合金链杆系网架结构的杆件名称编码如下- G1、 体结点铝合金链杆系网架结构 X Υ所在平面内 X轴正向弦杆; The name of the member of the body joint aluminum alloy chain truss structure is as follows - G1, body joint aluminum alloy chain truss structure X Υ in the plane X-axis forward chord;
G2、 体结点铝合金链杆系网架结构 X Y所在平面内 X轴负向弦杆; G2, body joint aluminum alloy chain truss structure X Y plane in the X-axis negative chord;
G3、 体结点铝合金链杆系网架结构 X Y所在平面内 Y轴正向弦杆; G4、 体结点铝合金链杆系网架结构 X Y所在平面内 Y轴负向弦杆; G3, the body node aluminum alloy chain truss structure XY lies in the plane Y-axis forward chord; G4, body joint aluminum alloy chain truss structure XY plane Y-axis negative chord;
G5、 体结点铝合金链杆系网架结构 X Y Z方向腹杆; G5, body joint aluminum alloy chain truss structure X Y Z direction web;
G6、 体结点铝合金链杆系网架结构 ( - X ) Y Z方向腹杆; G6, body joint aluminum alloy chain truss structure ( - X ) Y Z direction web;
G7、 体结点铝合金链杆系网架结构 ( - X ) ( - Y) Z方向腹杆; G7, body joint aluminum alloy chain truss structure ( - X ) ( - Y) Z direction web;
G8、 体结点铝合金链杆系网架结构 X ( - Y) Z方向腹杆; G8, body joint aluminum alloy chain truss structure X (-Y) Z direction web;
体结点铝合金链杆系网架结构的结点体肢板名称编码如下: The name of the joint body plate of the body joint aluminum alloy chain truss structure is as follows:
体结点铝合金链杆系网架结构 X Y所在平面内 X轴正向结点体肢板; Body joint aluminum alloy chain truss structure X Y plane in the X-axis positive joint body limb;
B2、 体结点铝合金链杆系网架结构 X Y所在平面内 X轴负向结点体肢板; B2, body joint aluminum alloy chain truss structure X Y plane in the X-axis negative joint body limb;
B3、 体结点铝合金链杆系网架结构 X Y所在平面内 Y轴正向 B3, body joint aluminum alloy chain truss structure X Y plane in the Y axis positive
B4、 体结点铝合金链杆系网架结构 X Y所在平面内 Y轴负向结点体肢板; B4, body joint aluminum alloy chain truss structure X Y plane Y-axis negative joint body limb;
B5、 体结点铝合金链杆系网架结构 Y Z—侧 G 5 G 6所在平面内结点体肢板; B5, body joint aluminum alloy chain truss structure Y Z-side G 5 G 6 in the plane of the joint body limb;
B6、 体结点铝合金链杆系网架结构 ( - Y) Z—侧 G 7 G 8所在平面内结点体肢板。 体结点铝合金链杆系网架结构的结点体槽名称编码如下- B6, body joint aluminum alloy chain truss structure (-Y) Z-side G 7 G 8 in the plane of the joint body limbs. The name of the node body slot of the body joint aluminum alloy chain truss structure is as follows -
Cl、 体结点铝合金链杆系网架结构 X Y所在平面内 X轴正向结点体槽; Cl, body joint aluminum alloy chain truss structure X Y plane in the X-axis positive joint body groove;
C2、 体结点铝合金链杆系网架结构 X Y所在平面内 X轴负向结点体槽; C2, body joint aluminum alloy chain truss structure X Y plane in the X-axis negative joint body groove;
C3、 体结点铝合金链杆系网架结构 X Y所在平面内 Y轴正向结点体槽; C3, body joint aluminum alloy chain truss structure X Y plane in the Y-axis positive joint body groove;
C4、 体结点铝合金链杆系网架结构 X Y所在平面内 Y轴负向结点体槽; C4, body joint aluminum alloy chain truss structure X Y plane Y-axis negative joint body groove;
C5、 体结点铝合金链杆系网架结构 Y Z—侧 G 5 G 6所在平面内结点体槽; C5, body joint aluminum alloy chain truss structure Y Z-side G 5 G 6 in the plane of the joint body groove;
C6、 体结点铝合金链杆系网架结构 ( - Y) Z—侧 G 7 G 8所在平面内结点体槽。 植板式体结点铝合金链杆系三角形空间桁架结构实例附图: C6, body joint aluminum alloy chain truss structure (-Y) Z-side G 7 G 8 in the plane of the joint body groove. Planting plate body joint aluminum alloy chain system triangular space truss structure example
图 15是植板式体结点铝合金链杆系三角形空间桁架结构结点 A (JA) X方向大样图。 图 16是植板式体结点铝合金链杆系三角形空间桁架结构结点 A (JA) Z方向大样图。 图 17是植板式体结点铝合金链杆系三角形空间桁架结构结点 A (JA) Y方向大样图。 植板式体结点铝合金链杆系三角形空间桁架结构附图中部件的名称编码如下: Figure 15 is a large sample of the A (JA) X direction of the triangular structure of the aluminum alloy chain structure of the plate-like body joints. Figure 16 is a large sample of the A (JA) Z direction of the triangular structure of the aluminum alloy chain structure of the plate-like body joint. Figure 17 is a large sample of the A (JA) Y direction of the triangular structure of the aluminum alloy chain structure of the plate-like body joint. The shape of the components in the drawing is as follows:
1、 结点体; 2、 桁架上 X方向杆件; 3、 桁架上 Υ方向杆件; 4、 桁架上 Ζ方向杆件; 5、 结点体上 X方向肢板; 6、 结点体上 Υ方向肢板; 7、 结点体上 Ζ方向肢板; 8、 紧固螺栓或 铆栓。 1. The node body; 2. The X-direction rod on the truss; 3. The truss upper direction truss member; 4. The truss upper Ζ direction member; 5. The X-direction limb plate on the node body; 6. The node body Υ Υ 肢 ; 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7
植杆式体结点铝合金链杆系三角形空间桁架结构实例附图: Example of a triangular space truss structure of a plant-type body joint aluminum alloy chain diagram:
图 18是植杆式体结点铝合金链杆系三角形空间桁架结构结点 A (JA) X方向大样图。 图 19是植杆式体结点铝合金链杆系三角形空间桁架结构结点 A (JA) Z方向大样图。 图 20是植杆式体结点铝合金链杆系三角形空间桁架结构结点 A (JA) Y方向大样图。 植杆式体结点铝合金链杆系三角形空间桁架结构实例附图中部件的名称编码如下- 1、 结点体; 2、 结点体上 X方向槽, 桁架上 X方向杆件; 3、 结点体上 Υ方向槽, 桁架 上 Υ方向杆件; 4、 结点体上 Ζ方向槽, 桁架上 Ζ方向杆件; 5、 紧固螺栓或铆栓; 6、 桁架 杆件。 Figure 18 is a large-scale diagram of the joint A (JA) X direction of the triangular structure of the aluminum alloy chain of the implanted body joint. Fig. 19 is a large-scale diagram of the A (JA) Z direction of the triangular structure of the aluminum alloy chain structure of the implant type body joint. Fig. 20 is a large-diameter diagram of the node A (JA) Y direction of the triangular structure of the aluminum alloy chain structure of the implant type body joint. Example of the name of the components in the figure is as follows - 1. The node body; 2. The X-direction groove on the node body, the X-direction rod on the truss; Υ Υ Υ , , , , 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Lever.
植板式与植杆式体结点铝合金链杆系平面桁架结构实例附图: Example of flat truss structure of planting plate and planting body joint aluminum alloy chain rod
图 21是植板式体结点铝合金链杆系平面桁架结构结点 A的结点板植入汇交于该结点的 所有杆件的杆端口内结构示意图。 Fig. 21 is a schematic view showing the structure of the rod port of all the rods of the node of the plate-type body joint aluminum alloy chain truss structure node A.
图 22是图 2 1的 A - A方向视图。 Figure 22 is a view taken along line A - A of Figure 21 .
图 23是植杆式体结点铝合金链杆系平面桁架结构结点 A汇交于该结点的所有杆件的杆 端部植入结点体所开的槽内结构示意图。 Fig. 23 is a schematic view showing the structure of the rod-shaped body of the rod-shaped body truss structure of the rod-shaped body node A. The structure of the rod end of all the rods which are connected to the node is inserted into the groove body.
图 24是图 23的 A - A方向视图。 Figure 24 is a view taken along line A - A of Figure 23;
植板式与植杆式体结点铝合金链杆系平面桁架结构实例附图中部件的名称编码如下: 1、 结点体; 2、 紧固螺栓或铆栓; 3、 桁架弦杆; 4、 5、 桁架腹杆。 Planting plate type and planting body type aluminum alloy chain rod plane truss structure example The names of the parts in the drawing are as follows: 1. Node body; 2. Fastening bolt or stud bolt; 3. Truss chord; 5, truss webs.
榫栓结点铝合金链杆系三角形空间桁架结构实例附图: 实例 榫 结 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金
图 25是榫栓结点铝合金链杆系三角形空间桁架结构结点 A, 三角管断面弦杆榫头、腹杆 榫槽的榫栓结点 X方向大样图。 Fig. 25 is a diagram showing the X-direction of the triangular truss structure of the aluminum alloy chain of the 榫 结 铝合金 , , , , , , , , , 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。
图 26是榫栓结点铝合金链杆系三角形空间桁架结构结点 A, 三角管断面弦杆榫头、腹杆 榫槽的榫栓结点 Z方向大样图。 Figure 26 is a diagram of the Z-direction large sample of the triangular truss structure of the aluminum alloy chain of the 榫 结 铝合金 , , , , , , , , 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。
图 27是榫栓结点铝合金链杆系三角形空间桁架结构结点 A, 三角管断面弦杆榫头、腹杆 榫槽的榫栓结点 Y方向大样图。 Fig. 27 is a diagram of a triangular space truss structure node A of a shackle joint aluminum alloy chain link, a triangular shape of the chord boring head of the triangular tube section, and a Y 榫 榫 Y Y 。 。 。.
图 28是榫栓结点铝合金链杆系三角形空间桁架结构结点 A, 三角管断面弦杆榫槽、腹杆 榫头的榫栓结点 X方向大样图。 Figure 28 is a diagram of the X-direction of the triangular truss structure of the aluminum alloy chain of the 榫 结 铝合金 , , , , , , , , , 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。
图 29是榫栓结点铝合金链杆系三角形空间桁架结构结点 A, 三角管断面弦杆榫槽、腹杆 榫头的榫栓结点 Z方向大样图。 Figure 29 is a diagram of the Z-direction large-scale truss joint of the aluminum alloy chain of the 榫 结 铝合金 铝合金 , , , , , , , 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。
图 30是榫栓结点铝合金链杆系三角形空间桁架结构结点 A, 三角管断面弦杆榫槽、腹杆 榫头的榫栓结点 Y方向大样图。 Figure 30 is a diagram of the Y-direction large sample of the triangular truss structure of the aluminum alloy chain of the 榫 结 。 , , , , , , , , , 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。
图 31是榫栓结点铝合金链杆系矩形空间桁架结构结点 A, 多孔方管断面弦杆榫头、腹杆 榫槽的榫栓结点 X方向大样图。 Figure 31 is a diagram of the X-direction of the rectangular truss structure of the aluminum alloy chain of the 榫 结 结 铝合金 , , , , , , , , , 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。
图 32是榫栓结点铝合金链杆系矩形空间桁架结构结点 A, 多孔方管断面弦杆榫槽、腹杆 榫头的榫栓结点 X方向大样图。 Figure 32 is a diagram of the X-direction large-scale truss structure of the aluminum alloy chain of the 榫 结 铝合金 铝合金 , , , , , , , , , 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。
图 33是榫栓结点铝合金链杆系矩形空间桁架结构结点 A, 多孔圆管断面弦杆榫槽、腹杆 榫头的榫栓结点 X方向大样图。 Figure 33 is a diagram of the X-direction of the rectangular truss structure of the aluminum alloy chain of the 榫 结 铝合金 , , , , , , , , , 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。
图 34是榫栓结点铝合金链杆系三角形空间桁架结构结点 A, 多孔圆管断面弦杆榫头、腹 杆榫槽的榫栓结点 X方向大样图。 Figure 34 is a diagram of the X-direction of the triangular truss structure of the aluminum alloy chain of the 榫 结 铝合金 , , , , , , , , , 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。
榫栓结点铝合金链杆系三角形空间桁架结构实例附图中部件旳名称编码如下- 榫 结 结 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金
1、 弦杆; 2、 Y方向腹杆; 3、 Z方向腹杆; 4、 弦杆上 Y方向的榫头板; 5、 弦杆上 Z 方的榫头板; 6、 腹杆上的榫槽; 7、 紧固螺栓或铆栓; 8、 弦杆上 Y方向榫槽; 9、 弦杆上 Z 方向榫槽; 10、 腹杆上的榫头。 1. Chord; 2. Y-direction web; 3. Z-direction web; 4. Y-direction head plate on the string; 5. Z-side head plate on the string; 6. Gutter on the web; 7. Tighten the bolts or studs; 8. Y-slot on the chord; 9. Z on the chord Direction grooving; 10, the hoe on the web.
榫栓结点铝合金链杆系平面桁架结构实例附图- 图 35是榫栓结点铝合金链杆系平面桁架结构结点 A, 弦杆榫头、腹杆榫槽的榫栓结点大 样图。 实例 榫 结 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 - - - - - - - - - - - - - - - - - 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图Figure.
图 36是图 3 5 A - A方向视图。 Figure 36 is a view of the A-A direction of Figure 3 5 .
图 37是榫栓结点铝合金链杆系平面桁架结构结点 A, 弦杆榫槽、腹杆榫头的榫栓结点大 样图。 Figure 37 is a large-scale diagram of the truss joints of the truss joints of the truss joints of the truss joints of the truss joints.
图 38是图 3 7 A - A方向视图。 Figure 38 is a view of the direction of Figure 7 7 A - A.
榫栓结点铝合金链杆系平面桁架结构实例附图中部件旳名称编码如下: 榫 结 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金 铝合金
1、 弦杆; 2、 腹杆; 3、 腹杆; 4、 腹杆; 5、 弦杆上的榫头板; 6、 腹杆上的榫槽; 7、 紧 固螺栓或铆栓; 8、 弦杆上的榫槽; 9、 腹杆上的榫头。 1. Chord; 2. Abdominal rod; 3. Abdominal rod; 4. Abdominal rod; 5. Taro board on the chord; 6. Gutter on the web; 7. Fastening bolt or stud; 8. Chord The gutter on the rod; 9, the taro on the web.
图 39是公开号为 (C N 1 0 1 5 2 9 0 2 7 A) 发明附图 4中的 "连接器"方案出现剪切销 无法安装的情况。 Fig. 39 is a view showing the case where the "connector" scheme of Fig. 4 of the invention is disclosed in the publication No. (C N 1 0 1 5 2 9 0 2 7 A).
五、 具体实施方式 V. Specific implementation methods
以下结合附图对本发明进一步讲述。 The invention is further described below in conjunction with the drawings.
(一) 体结点铝合金链杆系四角锥体系网架结构 (1) Body joint aluminum alloy chain system four-corner cone system grid structure
图 6是体结点铝合金链杆系四角锥体系网架结构实例, 图 7是该网架的局部放大。 网架 所有弦杆、 腹杆及所有结点体, 均用铝合金材料制成。 该网架结构的结点构造可以全部用植 板式体结点, 也可以全部用植杆式体结点, 也可以全部用植板、 植杆混合式体结点, 也可以 是上述三种体结点同时配合使用。 网架所有杆件与结点体联结都用不锈钢或铝合金材料制造 的螺栓或铆栓紧固。 杆件、 结点体及螺栓或铆栓都要按照相应规范进行设计, 保证结构安全 可靠、 受力合理、 节省材料。 Fig. 6 is an example of a structure of a four-corner cone system of a body joint aluminum alloy chain, and Fig. 7 is a partial enlargement of the grid. Grid All chords, webs and all joints are made of aluminum alloy. The node structure of the grid structure may use all of the planting body nodes, or all of the plant body nodes, or all of the planting and planting body joints, or the above three bodies. The nodes are used together. All the rods and the joints of the grid are fastened with bolts or rivets made of stainless steel or aluminum alloy. Rods, joints and bolts or rivets shall be designed in accordance with the relevant specifications to ensure a safe and reliable structure, reasonable force and material saving.
从图 8、 图 9与图 1 0中看到结点体 A (J A) 上, 在汇交于该结点的网架杆件 Gl、 G2、 G3、 G4、 G5、 G6、 G7及 G8相应方向设置了结点体肢板 Bl、 B2、 B3、 B4、 B5及 B6, 而 相应上述杆件的杆端均开了杆端口,结点体肢板植入相应杆端口内,并用螺栓或铆栓 M紧固, 构成了体结点铝合金链杆系四角锥体系网架结构植板式体结点。 See Figure 8, Figure 9, and Figure 10 for the node body A (JA), corresponding to the grid members Gl, G2, G3, G4, G5, G6, G7, and G8 that are connected to the node. The joint body limbs B1, B2, B3, B4, B5 and B6 are arranged in the direction, and the rod ends of the corresponding rod members are respectively opened with the rod ports, and the joint body limbs are implanted into the corresponding rod ports, and bolts or stud bolts are used. M fastening, constitutes the body node aluminum alloy chain system quadrangular cone system grid structure planting body joints.
从图 1 1、 图 1 2与图 1 3中看到结点体 A (J A) 上, 在汇交于该结点的网架杆件 Gl、 G2、 G3、 G4、 G5、 G6、 G7及 G8相应方向开设了结点体槽 Cl、 C2、 C3、 C4、 C5及 C6, 供上述杆件的杆端植入, 并用螺栓或铆栓 M紧固, 构成了体结点铝合金链杆系四角锥体系网 架结构植杆式体结点。 See Figure 1 1 , Figure 12 and Figure 13 for the node body A (JA), at the grid members Gl, G2, G3, G4, G5, G6, G7 and In the corresponding direction of G8, the joint body grooves Cl, C2, C3, C4, C5 and C6 are opened for the rod end of the above-mentioned rods, and are fastened by bolts or rivets M to form the four corners of the body joint aluminum alloy chain. Cone system grid structure plant body joints.
若是多层网架结构, 在结点体 A (J A) 上网架 ( - Z) 方向一侧相应再设置两块肢板或 开设两道结点体槽, 供与 G5、 G6、 G7、 G8反向的腹杆 G9、 G10、 Gll、 G12联结, 即可构 成所需的结点体。 In the case of a multi-layer grid structure, two limbs or two knot body slots are provided on the side of the node body A (JA) net rack (-Z) for reverse with G5, G6, G7, G8. The webs G9, G10, G11 and G12 are connected to form the desired node body.
网架杆件断面形式及断面有关尺寸, 结点体厚度及结点体肢板、 结点体槽有关尺寸, 不 锈钢紧固螺栓或铆栓 M直径大小及所需数量由设计确定。 The cross-section form of the grid member and the relevant dimensions of the section, the thickness of the joint body and the relevant dimensions of the joint body plate and the joint body groove, The diameter of the stainless steel fastening bolt or rivet M and the required number are determined by design.
(二) 体结点铝合金链杆系空间桁架结构 (2) Body joint aluminum alloy chain structure space truss structure
图 2是体结点铝合金链杆系三角形空间桁架结构实例, 图 3是体结点铝合金链杆系矩形 空间桁架结构实例, 其全部结点体及所有杆件均用铝合金材料制造, 跨度可大可小, 常用于 大跨度厂房、 展览馆、 体育场馆、 桥梁工程和塔型工程中。 变换三角形空间桁架结点体肢板 或结点体槽之间夹角就可以得到矩形空间桁架结构了, 以下仅以图 2为例。 空间桁架结构的 结点有植板式体结点、 植杆式体结点和榫栓结点, 下面分别细述。 2 is an example of a triangular space truss structure of a body joint aluminum alloy chain, and FIG. 3 is an example of a rectangular space truss structure of a body joint aluminum alloy chain, all of which are made of aluminum alloy material. The span can be large or small, and is often used in large-span workshops, exhibition halls, stadiums, bridge projects and tower projects. The rectangular space truss structure can be obtained by transforming the angle between the triangular space truss node body or the node body groove. The following is only an example of Fig. 2. The nodes of the space truss structure have a planting body joint, a plant body joint and a shackle joint, which are respectively described below.
( 1 ) 植板式体结点铝合金链杆系空间桁架结构 (1) Plant-type body joint aluminum alloy chain structure space truss structure
从图 15、 图 16与图 17中看到空间桁架结构所有杆件的每一杆端都幵有一个口, 供结点体的 肢板植入。 结点体(1 )在桁架的 X方向设有一块肢板 (5 ), Y方向设有一块肢板(6), Z方 向设有一块肢板 (7), 共有三块肢板。 结点上 (5) 方向肢板植入桁架上 X方向汇交于该结 点的所有杆件, 如 (2) 的杆端口内; (6) 方向肢板植入桁架上 Y方向汇交于该结点的所有 杆件,如(3 )的杆端口内; (7)方向肢板植入桁架上 Z方向汇交于该结点的所有杆件,如(4) 的杆端口内。 结点体的肢板植入杆端口后, 均用螺栓或铆栓与杆件紧固。 螺栓或铆栓直径大 小, 及所需个数均由设计计算确定。 It is seen from Fig. 15, Fig. 16 and Fig. 17 that each of the rods of the space truss structure has a port at each end for the limb body of the node body to be implanted. The node body (1) is provided with a limb plate (5) in the X direction of the truss, a limb plate (6) in the Y direction, and a limb plate (7) in the Z direction, and a total of three limb plates. The (5) directional limb is implanted on the truss and all the members of the stalk are merged in the X direction, such as the rod port of (2); (6) The directional limb is implanted on the truss in the Y direction. All the rods of the joint, such as the rod port of (3); (7) The directional plate is implanted in the Z-direction on the truss to meet all the rods of the joint, such as the rod port of (4). After the limbs of the node are implanted into the rod port, they are fastened with bolts or stud bolts. The diameter of the bolt or rivet, and the number required, are determined by design calculations.
本发明植板式体结点铝合金链杆系空间桁架结构, 杆件的断面形式可以是单孔铝合金方 管, 也可以是多孔铝合金方管, 方管壁上可以设肋。 其杆件长度及断面尺寸与杆端口有关尺 寸等, 结点体厚度, 各块肢板有关尺寸, 均由专业设计人员进行桁架内力分析及结构设计时 确定。 The planting type body joint aluminum alloy chain rod is a space truss structure, and the cross-section form of the rod member may be a single-hole aluminum alloy square tube or a porous aluminum alloy square tube, and the square tube wall may be provided with ribs. The length of the rod and the size of the section and the size of the rod port, etc., the thickness of the joint body and the relevant dimensions of each limb are determined by the professional designer for the internal force analysis and structural design of the truss.
(2) 植杆式体结点铝合金链杆系空间桁架结构 (2) Plant-type body joints, aluminum alloy chain, space truss structure
从图 18、 图 19与图 20中看到空间桁架结构结点体 (1 ) 的 X、 Y、 Ζ三个方向分别开有 (2)、 (3 )、 (4)三道槽, 供汇交于该结点体的桁架杆件(6)植入并用螺栓或铆栓(5 )紧固。 其中与 X方向杆件 (6) 与 (2) 槽同平面植入 (2) 槽内; Υ方向杆件 (6) 与 (3 ) 槽同平 面植入 (3 ) 槽内; Ζ方向杆件 (6) 与 (4) 槽同平面植入 (4) 槽内。 (3 ) 槽与 (4) 槽之间 夹角大小也即是 Υ方向杆件(6) 与 Ζ方向杆件 (6) 的夹角大小, 由设计者根据工程实际进 行设计确定。 当 Υ方向杆件与 Ζ方向杆件 (6) 的夹角为直角时, 该结点就是图 3矩形空间 桁架结构的结点 Α, 此时结点体上的 (3 ) 槽与 (4) 槽之间夹角也是直角。 桁架杆件断面大 小及长度尺寸, 结点体厚度, 各道槽深度、 宽度及槽壁厚度, 均由专业设计人员进行桁架内 力分析及结构设计时确定。 杆件(6) 与结点体(1 )用螺栓或铆栓(3) 紧固。 螺栓或铆栓直 径大小, 及所需个数均由设计计算确定。 It can be seen from Fig. 18, Fig. 19 and Fig. 20 that the space truss structure node (1) has three slots (X), (3) and (4) in the three directions of X, Y and 分别, respectively. The truss member (6) that is attached to the node body is implanted and fastened with bolts or rivets (5). Where the X-direction rods (6) and (2) grooves are implanted in the same plane (2) groove; the Υ-direction rod members (6) and (3) grooves are implanted in the same plane (3) groove; (6) Place the same plane as the (4) groove (4) in the groove. (3) The angle between the groove and the (4) groove is the angle between the Υ direction bar (6) and the Ζ direction bar (6), which is determined by the designer according to the actual engineering design. When the angle between the Υ direction bar and the Ζ direction bar (6) is a right angle, the node is the node 矩形 of the rectangular space truss structure of Fig. 3, at this time, the (3) groove on the node body and (4) The angle between the grooves is also a right angle. The section size and length dimension of the truss members, the thickness of the joint body, the depth, width and thickness of the groove are determined by the professional designer for the internal force analysis and structural design of the truss. The rod (6) and the joint body (1) are fastened with bolts or rivets (3). The diameter of the bolt or rivet bolt and the required number are determined by design calculations.
(3 ) 榫栓结点铝合金链杆系空间桁架结构 (3) 榫 结 铝合金 aluminum alloy chain truss structure
从图 25、 图 26、 图 27、 图 28、 图 29与图 30中看到弦杆 (1 ) 与腹杆 (2)、 (3 ) 互为榫 头与榫槽的配对关系。 图 25、 图 26与图 27是弦杆 (1 ) 上的榫头 (4) 植入腹杆 (2) 上的 榫槽 (6) 内; 弦杆 (1 ) 上的榫头 (5 ) 植入腹杆 (3 ) 上的榫槽 (6) 内。 图 28、 图 29与图 30是腹杆 (2) 上的榫头 (1 0) 植入弦杆 (1 ) 上的榫槽 (8) 内; 腹杆 (3 ) 上的榫头 (1 0) 植入弦杆 (1 ) 上的榫槽 (9) 内。 工程中采取哪个方案进行榫头与榫槽配对组合根据实际工 程选用。榫头板可以是实体板, 也可以是空腹板。榫槽两槽壁可以是实体板也可以是空腹板。 榫头与榫槽的相关尺寸均由具体工程设计确定。 榫头杆件与榫槽杆件之间用螺栓或铆栓连结 紧固。 螺栓或铆栓直径大小及其数量根据实际工程计算确定。 From Fig. 25, Fig. 26, Fig. 27, Fig. 28, Fig. 29 and Fig. 30, it is seen that the chord (1) and the webs (2), (3) are the mating relationship between the hoe and the tongue and groove. Figures 25, 26 and 27 show the boring head (4) on the chord (1) implanted in the gutter (6) on the web (2); the hoe (5) on the chord (1) is implanted in the abdomen Inside the groove (6) on the rod (3). Figure 28, Figure 29 and Figure 30 is the hoe (1 0) on the web (2) implanted in the grooving (8) on the chord (1); the hoe (10) on the web (3) is implanted on the chord (1) Inside the gutter (9). Which scheme is adopted in the project to match the combination of the hoe and the hoe according to the actual project. The hoe plate can be a solid plate or an empty plate. The two groove walls of the gutter may be a solid plate or an empty web. The relevant dimensions of the hoe and the gutter are determined by the specific engineering design. The joint between the hammer member and the tongue and groove member is fastened by bolts or rivets. The diameter and number of bolts or rivets are determined according to actual engineering calculations.
(三) 体结点铝合金链杆系平面桁架结构 (3) Planar truss structure of body joint aluminum alloy chain
图 1是体结点铝合金链杆系平面桁架结构实例, 其所有结点体及所有桁架杆件均用铝合 金材料制造, 桁架跨度可大可小, 常用于厂房、 展览馆、 体育场馆和桥梁等土木工程。 Figure 1 is an example of a planar truss structure of a body joint aluminum alloy chain. All the joints and all the truss members are made of aluminum alloy. The span of the truss can be large or small, which is often used in factories, exhibition halls, stadiums and Civil engineering such as bridges.
体结点铝合金链杆系平面桁架结构的结点体分为: 植板式体结点、 植杆式体结点与榫栓 式结点, 下面分幵讲述。 The node nodes of the aluminum alloy chain-like flat truss structure are divided into: the plate-type body node, the plant-type body node and the shackle-type node, which are described below.
( 1 ) 植板式体结点铝合金链杆系平面桁架结构 (1) Plate-type body joints, aluminum alloy chain, plane truss structure
从图 21和图 22中看到, 桁架所有杆件(3 )、 (4)、 (5) 的杆端均开有一个口, 供结点体 板(1 )植入。 结点体板与杆件之间用螺栓或铆栓紧固。 桁架杆件断面可以是单孔方管, 也可 以是多孔方管, 方管断面、壁厚及杆件长度尺寸均根据实际工程由设计确定。 结点体的尺寸、 板厚、 杆件开口大小及紧固的螺栓或铆栓直径大小与数量都在设计时确定。 As seen in Fig. 21 and Fig. 22, all the rods (3), (4), and (5) of the truss have a port open for the node body plate (1) to be implanted. The joint body plate and the rod are fastened by bolts or rivets. The cross-section of the truss member can be a single-hole square tube or a porous square tube. The square tube section, wall thickness and length of the rod are determined according to the actual engineering design. The size of the joint body, the thickness of the plate, the size of the opening of the member and the size and number of bolts or rivet bolts to be fastened are determined at the time of design.
(2) 植杆式体结点铝合金链杆系平面桁架结构 (2) Plant-type body joints, aluminum alloy chain, flat truss structure
从图 23和图 24中看到,用铝合金材料制成的结点体(1 )上开有两道槽,一道叫弦杆槽, 供桁架弦杆 (3)植入; 另一道叫腹杆槽, 供桁架腹杆 (4)、 (5)植入。 杆件与结点体之间均 用螺栓或铆栓连结紧固。桁架杆件断面可以是单孔方管, 也可以是多孔方管。杆件断面大小、 壁厚及长度尺寸, 结点体的厚度、 开槽深度及两槽壁厚度等有关尺寸, 螺栓或铆栓直径及数 量等, 均由设计确定。 As seen from Fig. 23 and Fig. 24, the node body (1) made of aluminum alloy material has two grooves, one is called a chord groove, and the chord chord (3) is implanted; the other is called abdomen. Rod groove for truss webs (4), (5). The rod and the joint body are fastened by bolts or rivets. The cross-section of the truss member may be a single-hole square tube or a porous square tube. The section size, wall thickness and length dimension of the rod, the thickness of the joint body, the depth of the groove and the thickness of the two groove walls, and the diameter and number of bolts or rivets are determined by design.
(3 ) 榫栓结点铝合金链杆系平面桁架结构 (3) 榫 结 铝合金 aluminum alloy chain truss structure
从图 35与图 36、 图 37与图 38两组图中看到弦杆 (1 ) 与腹杆 (2)、 (3 )、 (4) 互为榫 头与榫槽旳配对关系。 图 35与图 36是弦杆 (1 ) 上的榫头板 (5) 植入腹杆 (2)、 (3 )、 (4) 的榫槽 (6) 内, 用螺栓或铆栓紧固。 图 37与图 38是腹杆 (2)、 (3 )、 (4) 的榫头 (9) 植入 弦杆 (1 ) 的榫槽 (8 ) 内, 用螺栓或铆栓紧固。 工程中采取哪个方案进行榫头与榫槽配对组 合, 由设计者根据实际确定。 桁架杆件断面形式可是单孔方管, 也可以是多孔方管, 方管壁 上可以设肋。对于跨度较小的桁架腹杆也可以是实体杆件。杆件长度、 断面尺寸由设计确定。 From Fig. 35 and Fig. 36, Fig. 37 and Fig. 38, it is seen that the chord (1) and the webs (2), (3), and (4) are mutually matched with each other. Figure 35 and Figure 36 show the boring plate (5) on the chord (1) inserted into the gutter (6) of the webs (2), (3), (4) and fastened with bolts or rivets. Figure 37 and Figure 38 show the boring head (9) of the webs (2), (3), (4) implanted in the grooving (8) of the chord (1), fastened with bolts or rivets. Which scheme is adopted in the project to carry out the matching combination of the hoe and the hoe, which is determined by the designer according to the actual situation. The cross-section of the truss member may be a single-hole square tube or a porous square tube, and the square tube wall may be provided with ribs. For a smaller span truss web, it can also be a solid rod. The length of the rod and the size of the section are determined by the design.
榫头板可以是实体板, 也可以是空腹板。 榫槽两边槽壁可以是实体板也可以是空腹板。 榫头与榫槽的相关尺寸由具体工程设计确定。 螺栓或铆栓直径大小及数量由设计确定。 The hoe plate can be a solid plate or an empty plate. The groove walls on both sides of the gutter may be a solid plate or an empty web. The dimensions associated with the hoe and the gutter are determined by the specific engineering design. The size and number of bolts or rivet bolts are determined by design.
Claims
Applications Claiming Priority (14)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010288260 CN101949170A (en) | 2010-09-21 | 2010-09-21 | Member-insertion type aluminum-alloy truss structure with plate gussets |
| CN201010288260.5 | 2010-09-21 | ||
| CN 201010502714 CN101974938A (en) | 2010-10-11 | 2010-10-11 | Triangular and rectangular aluminum alloy space truss structure with rod implanted body nodes |
| CN201010502714.4 | 2010-10-11 | ||
| CN 201110088373 CN102182275A (en) | 2011-04-11 | 2011-04-11 | Aluminium alloy plane truss structure with plate-planting plate node |
| CN201110088373.5 | 2011-04-11 | ||
| CN201110098178.0 | 2011-04-20 | ||
| CN2011100981780A CN102251626A (en) | 2011-04-20 | 2011-04-20 | Plate implanted body node aluminum alloy space truss structure |
| CN201110112365A CN102304957A (en) | 2011-05-03 | 2011-05-03 | Tenon bolt knot aluminum alloy plane truss structure |
| CN201110112365.X | 2011-05-03 | ||
| CN 201110129530 CN102251625B (en) | 2011-05-19 | 2011-05-19 | Tenon bolt node aluminum alloy space truss structure |
| CN201110129530.2 | 2011-05-19 | ||
| CN201110164626.2 | 2011-06-20 | ||
| CN201110164626A CN102304941A (en) | 2011-06-20 | 2011-06-20 | Body-like node aluminum alloy space truss structure |
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| Publication Number | Publication Date |
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| WO2012037773A1 true WO2012037773A1 (en) | 2012-03-29 |
| WO2012037773A8 WO2012037773A8 (en) | 2012-05-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| PCT/CN2011/001319 Ceased WO2012037773A1 (en) | 2010-09-21 | 2011-08-09 | Aluminum alloy linkage rod system structure having structural nodes |
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| CN101974938A (en) * | 2010-10-11 | 2011-02-16 | 林娟 | Triangular and rectangular aluminum alloy space truss structure with rod implanted body nodes |
| CN201785938U (en) * | 2010-09-21 | 2011-04-06 | 林娟 | Chord-inserted type plate gusset aluminium alloy truss |
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| US4835932A (en) * | 1988-05-13 | 1989-06-06 | Trw Inc. | D-section structural tubes |
| JP2006152754A (en) * | 2004-12-01 | 2006-06-15 | Sankyo Alum Ind Co Ltd | Aluminum truss structure |
| CN101529027A (en) * | 2006-09-22 | 2009-09-09 | 游丝空间框架公司 | Space frame connecting node device |
| JP2008208652A (en) * | 2007-02-27 | 2008-09-11 | Toyota Motor Corp | Roof truss connection structure |
| CN101949170A (en) * | 2010-09-21 | 2011-01-19 | 林娟 | Member-insertion type aluminum-alloy truss structure with plate gussets |
| CN201785938U (en) * | 2010-09-21 | 2011-04-06 | 林娟 | Chord-inserted type plate gusset aluminium alloy truss |
| CN101974938A (en) * | 2010-10-11 | 2011-02-16 | 林娟 | Triangular and rectangular aluminum alloy space truss structure with rod implanted body nodes |
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