CN1990969B - Profile for concrete structure - Google Patents
Profile for concrete structure Download PDFInfo
- Publication number
- CN1990969B CN1990969B CN2006101682126A CN200610168212A CN1990969B CN 1990969 B CN1990969 B CN 1990969B CN 2006101682126 A CN2006101682126 A CN 2006101682126A CN 200610168212 A CN200610168212 A CN 200610168212A CN 1990969 B CN1990969 B CN 1990969B
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- profile
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- 239000004567 concrete Substances 0.000 title claims abstract description 82
- 238000000465 moulding Methods 0.000 claims abstract description 3
- 239000002184 metal Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 abstract description 12
- 229910000831 Steel Inorganic materials 0.000 description 31
- 239000010959 steel Substances 0.000 description 31
- 238000004519 manufacturing process Methods 0.000 description 12
- 238000013461 design Methods 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 7
- 238000005452 bending Methods 0.000 description 5
- 239000007788 liquid Substances 0.000 description 5
- 239000011178 precast concrete Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000005611 electricity Effects 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 229920002943 EPDM rubber Polymers 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229920001247 Reticulated foam Polymers 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Images
Classifications
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Securing Of Glass Panes Or The Like (AREA)
- Panels For Use In Building Construction (AREA)
- Steps, Ramps, And Handrails (AREA)
- Analysing Materials By The Use Of Radiation (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
一种用于在模制过程中嵌入到混凝土结构中的型材，该型材的横截面一般为U形或C形，具有基部及从该基部的相对边缘横向地延伸的第一和第二部件，以形成U形或C形横截面的腿部，其中第一部件沿着基部的边缘具有类似齿状结构的一行节片，第二部件延伸到相对于该第二部件弯曲成一个角度的第三部件中。
A profile for embedding into a concrete structure during a molding process, the profile being generally U-shaped or C-shaped in cross-section, having a base and first and second members extending transversely from opposite edges of the base, To form a U-shaped or C-shaped cross-section leg, wherein the first part has a row of segments like a tooth-like structure along the edge of the base, and the second part extends to a third part bent at an angle relative to the second part. in the component.
Description
Technical field
The present invention relates to a kind of section bar that is used for being embedded into concrete structure, be preferably a kind of steel profile, also relate to the production method of this section bar and the use of this section bar.
Background technology
When structure was made by precast concrete plank, common connected mode was welding.At the connecting line place of each concrete slab, steel part is molded in each concrete slab, is arranged so that and can welds, and is rigidly connected thereby form between concrete slab.
These steel parts are not followed a standard, but make in each is used.Usually steel part is in the local production of concrete slab manufacturer, and this manufacturer is usually as the steel reinforcement that is used for concrete slab.The scheme that its result normally prepares temporarily, expensive and inappropriate steel part.Modal equipment is smooth, huge steel plate, and some tubular steel reinforcements are welded to its rear side, to produce tearing toughness.
Select the physical dimension of steel part, so that produce enough mechanical strengths between the concrete slab in this structure, to meet the necessary cross sectional area of fillet welding.Steel part also should be designed to bear the distortion that stress that hot weld produces occurs, and if the steel part temperature surpasses the relevant rank of concrete type, this concrete also will damage.These fringe conditionss often make to be selected the steel part thickness minimum value required far above reality, and often this thickness is not subjected to the control of the analytical calculation value of design stage.
Steel part should have and use relevant minimum tearing toughness, and it can determine with analyzing.Calculated value still carries out actual extension test so that it is confirmed once in a while without the tear-proof characteristic that is usually used in designing steel part.Usually, crooked steel reinforcement is soldered to the rear side of steel part, to increase tearing toughness, still, the most normally is directly to carry out by using available steel reinforcement.
When structure was made by precast concrete plank, the common mode that is used to adhere to door and other light-weight parts was to use bolt or other screwed part.
Light-weight parts is not defined as and loads very big power to its braced structures [concrete slab].The size of these power may be different in each is used, and under every kind of situation, should more clearly limit.
In most design, the support of light-weight parts comprises the insert of screw thread, correctly being placed on the concrete slab mould, or is in particular each application and the similar steel part equipment prepared.
And these steel parts are not followed a standard, but make in each is used, and in the local manufacturing of concrete slab manufacturer.Modal equipment is smooth huge steel part, and it has the screw thread that adds the sidepiece that leans with the concrete slab mould to.The mechanical strength of similar these designs is usually far above needs, often means that parts are more more expensive than required.
Use standardized, can be arranged to against the threaded insert of living the concrete slab mould, helping cost is reduced to may the acceptable level.Yet,, have a lot of trials and all relate to these standardized threaded inserts of location because these very general have a tubular form.Standardized threaded insert is attached to the concrete slab mould can proves time-consuming, have reasonable error.And, when liquid concrete is assigned in the concrete slab mould, the possibility that exists standardized threaded insert to tilt.
Light-weight parts often need this means that two position errors between the tie point become critical more than one tie point to be connected to braced structures.The sheet metal door is being attached in the concrete slab example of structure, the door hinge up and down should with guarantee the door correctly the mode of switch adhere to.Do not have less error as if the distance that is mutually related between two hinges, door will not correctly be worked.
When making precast concrete plank, in manufacture process, the entire process of concrete slab is unfavorable for less error.Power from vibratory concrete is bigger, as the power that is produced by the distribution of liquid concrete when concrete keeps in mould, to damage the accurate location of any equipment.
The sole mode that may occur in the little error more than between the tie point of concrete slab is to use an insert with inherent error.This can be the steel part with pre-threaded hole etc.This steel part should have enough tearing toughness, the pulling force when sheet metal door for example being installed to bear, and should make in the mode that allows little error.Price also be certainly consider.
Summary of the invention
Thereby, the purpose of this invention is to provide a kind of section bar that is used for concrete structure, it does not have aforesaid drawbacks.Particularly, the purpose of this invention is to provide a kind of section bar that in the process of making concrete structure, is embedded in the concrete, wherein this section bar is easily with the low cost manufacturing, given the flexibility of concrete slab designer height, and can bear high tearing toughness in embedding concrete structure the time.
This purpose is embodied as and is used for being embedded into section bar in the concrete structure in molding process, the cross section of this section bar is generally U-shaped or C shape, first and second parts that have base portion and laterally extend from the opposite edges of this base portion, to form the shank of U-shaped or C shape cross section, wherein first parts have delegation's nodal plate (segment) of similar dentalation along the edge of base portion, and second parts extend to respect in this second parts bending the 3rd parts at an angle.
This section bar of experiment confirm is easily with the low cost manufacturing, given the flexibility of concrete slab designer height, and can bear high tearing toughness in embedding concrete structure the time.For example, it is suitable as welded plate, concrete slab is fastened to the base plate of small-sized secondary transformer station (CSS), for example transformer room.Other application is as being molded into doorframe in the concrete slab, for example is used for small-sized secondary transformer station, for example the transformer room.
The design of this section bar allows on concrete edge and in the use Anywhere of concrete slab sidepiece.Its versatility is important, because it provides maximum flexibility to the concrete slab designer, and can not make this industrialization scheme with respect to manufacturing and the processing of compromising.
In another embodiment, base portion is smooth, and the ground horizontal expansion that meets at right angles of first and second parts and this base portion.In another embodiment, the end of nodal plate is with an angular bend.Each nodal plate can have at least one hole.
For section bar is combined with reinforcement material in the concrete structure, the gap between the nodal plate can be consistent with the mesh size of the wire gauze that is used to strengthen concrete structure.
Have high anti-tearing strength when making the 3rd parts in being embedded into concrete, the 3rd parts can have the delegation hole along base portion, to hold concrete in these holes.
In another embodiment, the 3rd parts have other nodal plate of dentalation.For example the gap between other nodal plate is consistent with the mesh size of the wire gauze that is used to strengthen concrete structure.Each nodal plate for example can be with one of them of other nodal plate as the homologue that has equidistance with an end of this section bar.In addition, the 3rd parts can be with the angular bend between 25 to 65 degree, preferably between 25 and 55 degree, for example with about 45 angular bend of spending.
In a preferred embodiment, the width of base portion is greater than the twice of the height of the shank of U-shaped or C shape cross section and less than its five times, for example about three times.In addition, the length of base portion can for example be about three times of its width at least greater than the twice of its width.
This section bar can be made by the metal bending plate.
Section bar according to the present invention can be used for combining with the small-sized secondary transformer station of the electric fixtures that is used for transformer for example, comprising: base plate; Two concrete slabs, it is arranged on this base plate opposite side and is fastened to this base plate as wall; The roof, it covers the space between two concrete slabs and is connected to this plate; Gable, it is positioned at each end of this transformer station, and wherein, one of them gable is made by the sheet metal parts, and comprises an inlet, and wherein this section bar is molded in one of them concrete slab.
Precast concrete plank according to the present invention is made easily, for example is flat wall.They can need not prefabricated mould and make, and only use base plate as molded surface.The hardboard sidepiece can be erected on this base plate, forms disposable mould, and when the concrete slab demoulding, it finally is torn.Before mould was filled by concrete, reinforcement, insert and other parts in concrete slab to be molded were placed with coarse tolerance.
By using this manufacture method flexibly, can build concrete CSS.The different blended concrete board that forms total is molded as a plurality of welded plates, makes that concrete slab can be welded together.By increasing the section bar of being made by machine and crooked sheet metal of door-plate flexibly, the light weight door can adhere to accurate way.Framework as being used for door can successfully use according to section bar of the present invention.
For example, transformer station is the transformer room with at least the first and second chambers, and wherein, first Room comprises the high-tension electricity parts, and second Room comprises the low tension parts.In addition, transformer station can also comprise the 3rd Room that is used for transformer.Have at least three different chambers---low-pressure chamber, hyperbaric chamber and transformer room, make that the general arrangement of CSS is simple.Each gable end in house can all be made by the sheet metal parts, allows the electric fixtures in comprehensive engagement low pressure and the hyperbaric chamber.Can pass the inlet that is integrated in the air door in the concrete slab and transformer is set in the centre of CSS.When transformer was installed, the roof can be taken off from this structure, because install removably on the roof of transformer station.
It should be noted that above-mentionedly have concrete slab and have normal attribute, can need not section bar of the present invention and construct as the transformer station of wall.
Description of drawings
Explain the present invention below with reference to accompanying drawings in more detail, wherein:
Fig. 1 is the figure that is suitable as the first embodiment of the invention of welded plate,
Fig. 2 shows the end-view of Fig. 1 embodiment,
Fig. 3 shows the embodiment that is installed in the Fig. 1 in the concrete slab,
The embodiment that Fig. 4 shows Fig. 1 molded in concrete slab,
The reinforcement material of embodiment between nodal plate that Fig. 5 shows Fig. 1 is installed to,
Fig. 6 is the figure that is suitable as the second embodiment of the invention of door-plate,
Fig. 7 shows the different stereogram of Fig. 6 embodiment,
Fig. 8 shows the end-view of Fig. 6 embodiment,
Fig. 9 shows the end-view of Fig. 6 embodiment, and it is inserted with condensate sheet material,
Figure 10 shows the application of Fig. 6 embodiment as edge protector,
Figure 11 shows the application in the small-sized secondary transformer station that is used for the electric fixtures transformer,
Figure 12 shows the transformer station with gable door and air door,
Figure 13 shows the phantom drawing that makes the transparent transformer station in roof,
Figure 14 shows the different phantom drawings that make the transparent transformer station in roof,
Figure 15 shows another different phantom drawings that make the transparent transformer station in roof.
The specific embodiment
Fig. 1 is the figure that is suitable as the section bar/welded plate 1 of welded plate according to first embodiment of the invention, it is generally U-shaped, has straight base portion 2 and from first parts 3 and second parts 4 of opposite edges 5,6 horizontal expansions of base portion 2, to form the shank 7,8 of U-shaped cross-section, it is illustrated by end view in Fig. 2.Section bar 1 long for L, wide be W, the high H of being.
Take a kind of method of making from steel plate, the design of welded plate is by the machining and crooked the carrying out of a slice steel plate.
As shown in Figure 1, all nodal plate 9 through hole 19 with the purpose that is used for tearing toughness.The width W of U-shaped base portion 2 is approximately greater than three times of the height of U-shaped sidepiece.Yet, can be different at each accurate dimension of using medium section, ratio as mentioned.
It is not porose to have rigidity by second parts 4 that make welded plate 1, and steel part 4 is suitable for the corner 14 of concrete slab 15, and as shown in Figure 3, this is useful in some applications.
The height H of second parts 4 of welded plate 1 and the gap 13 between other nodal plate 12 are at the environmental rating of whole concrete structure and select.As shown in Figure 4, this highly may be selected to be allow normally used reinforcing mat 16 be placed on welded plate above, this net passes gap 13 and extends.Gap 13 in the welded plate between the dentation nodal plate is selected according to mesh size.
Another Application is shown among Fig. 5.Pass in the hole 19 of nodal plate that can be by being placed on welded plate 1 and strengthen steel 17, and improve tearing toughness according to welded plate 1 of the present invention.The size in these holes can be different in different application with the exact position.If do not use the reinforcement steel that passes, hole 19 increases and improves tearing toughness and fill this space to allow liquid concrete.
The thickness of welded plate 1 is selected according to selected manufacture method, predictablely is based on steel plate bending machinery and selects.By this normally used manufacture method, compare with welding method, can make more low cost equipment, and can have more accurate product.This has improved the quality of this assemble method, because removed the uncertainty of some equipment.
Fig. 6 shows second embodiment according to section bar 1 ' of the present invention, i.e. doorframe.Take a kind of method of making from steel plate, the design of doorframe is by the machining and crooked the carrying out of a slice steel plate.
C shape cross section is as the basis of equipment, and the best as shown in Figure 8.With reference to Fig. 6, first parts 3 of C shape section bar 1 ' comprise the nodal plate 9 as delegation's tooth, and it has with respect to first parts, 3 bendings end 18 at angle.Dentation nodal plate 9 is included in the geometry that is used for the tearing toughness purpose, allows the liquid concrete filling to be positioned at the space of the crooked end below of steel plate section bar flange 3.Make that the width of C shape base portion 2 is several times of height of C shape first parts 3 and second parts 4.
As shown in Figure 7, in base flange 2, the pattern of hole, screw thread etc. can be based on the purpose of later installation and in advance in base portion.C shape second parts are higher than aduncate the 3rd parts 11 with macropore 21.The 3rd parts are combined in the geometry that is used for the tearing toughness purpose as flange, allow this doorframe 1 ' of liquid concrete grappling in the process of distributing concrete slab 15 moulds.
The accurate dimension of doorframe can be different in each is used.
The reticulated foams 22 of EPDM by using for example self-adhesion as the cross-sectional view of Fig. 9 as shown in etc., the prefabricated pattern on inboard 23 is retained as and does not touch concrete.Have only dentation nodal plate part 24 and aduncate the 3rd parts 10 to touch concrete, as the load bearing parts of section bar 1.By selecting soft cellular section bar 22, passing screw, rivet etc. becomes possibility.
The edge of the concrete slab 15 that the design permission of doorframe 1 ' is shown specifically in as Figure 10 and the use Anywhere of concrete slab sidepiece.This method in common is important, because it provides maximum flexibility to the concrete slab designer.The most normally, doorframe 1 ' will use along the edge 14 of one of them concrete slab 15, therefore make the location be easier to, and upwards place because base portion 2 can be close to die side.
The combining form of steel plate section bar is prefabricated by computer digit processing institute, and the accurate location of doorframe 1 ' produces with very high-quality assembling effect.Use in for example door is installed is verified very good, and labour intensity is low when wherein making the doorframe 1 ' of concrete slab 15 and cost savings.
An application of welded plate is shown in Figure 11, shows to be used for for example small-sized secondary transformer station 30 of transformer of electric fixtures, comprises 31, two concrete slabs of base plate 32,33, and it is arranged on the opposite side of this base plate 31 and is fastened to this base plate as wall; Roof 34, it covers the space 35 between two concrete slabs 32,33 and is fastened to this plate by welded plate 1.
Concrete slab 32,33 is provided with opening 36,37, and the air door 38,39 as shown in Figure 12 and 15 can be installed in this opening.Best illustrate as Figure 11 and in conjunction with Figure 12, the gable of transformer station's 30 each end 40,41 is made by the sheet metal parts, and comprises that door 42 enters the mouth.Best as Figure 13 and in conjunction with shown in Figure 14 and 15, the transformer station 30 of transformer room's form is provided with at least the first chamber 44 and second Room 45.First Room 44 comprises the high-tension electricity parts, and second Room 45 comprises the low tension parts.In addition, transformer station also comprises the 3rd Room 46 that is used for transformer 43.Having at least three different chambers---hyperbaric chamber 44, low-pressure chamber 45 and transformer room 46 make that the general arrangement of CSS is simple.Transformer 43 illustrates in Figure 14 in more detail, shows high pressure and connects 47 and be connected 48 with low pressure.
Claims (19)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP05028689.7 | 2005-12-29 | ||
| EP05028689A EP1803861B1 (en) | 2005-12-29 | 2005-12-29 | Profile for concrete structure and use of said profile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1990969A CN1990969A (en) | 2007-07-04 |
| CN1990969B true CN1990969B (en) | 2011-03-23 |
Family
ID=35701302
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2006101682126A Active CN1990969B (en) | 2005-12-29 | 2006-12-26 | Profile for concrete structure |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP1803861B1 (en) |
| CN (1) | CN1990969B (en) |
| AT (1) | ATE483863T1 (en) |
| DE (1) | DE602005024033D1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117266378A (en) * | 2023-11-22 | 2023-12-22 | 享城科建(北京)科技发展有限公司 | Built-in fitting |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1562784A (en) * | 1922-03-23 | 1925-11-24 | Rudolph K Olsen | Anchor strip for securing finishing structures to concrete |
| US3394516A (en) * | 1965-07-06 | 1968-07-30 | Armco Steel Corp | Spacer |
| US4753053A (en) * | 1985-11-29 | 1988-06-28 | Robert J. Jenkins | Anchor for erosion resistant refractory lining |
| US4905444A (en) * | 1989-06-12 | 1990-03-06 | Connection Specialties Inc. | Method and system for mounting building wall panels to building frames, incorporating mounting means elements with two degrees of motion freedom |
| CN1207789A (en) * | 1995-12-19 | 1999-02-10 | 安康·克拉克有限公司 | Channel |
| US6874288B1 (en) * | 2003-02-03 | 2005-04-05 | Crete-Form, Inc | Concrete deck depression form system |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3574984A (en) * | 1969-02-10 | 1971-04-13 | Illinois Tool Works | Corner insert device |
| DE10001621C2 (en) * | 2000-01-17 | 2003-11-13 | Beton Und Energietechnik Heinr | Kit for a (compact) station building |
-
2005
- 2005-12-29 DE DE602005024033T patent/DE602005024033D1/en not_active Expired - Lifetime
- 2005-12-29 EP EP05028689A patent/EP1803861B1/en not_active Expired - Lifetime
- 2005-12-29 AT AT05028689T patent/ATE483863T1/en not_active IP Right Cessation
-
2006
- 2006-12-26 CN CN2006101682126A patent/CN1990969B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1562784A (en) * | 1922-03-23 | 1925-11-24 | Rudolph K Olsen | Anchor strip for securing finishing structures to concrete |
| US3394516A (en) * | 1965-07-06 | 1968-07-30 | Armco Steel Corp | Spacer |
| US4753053A (en) * | 1985-11-29 | 1988-06-28 | Robert J. Jenkins | Anchor for erosion resistant refractory lining |
| US4905444A (en) * | 1989-06-12 | 1990-03-06 | Connection Specialties Inc. | Method and system for mounting building wall panels to building frames, incorporating mounting means elements with two degrees of motion freedom |
| CN1207789A (en) * | 1995-12-19 | 1999-02-10 | 安康·克拉克有限公司 | Channel |
| US6874288B1 (en) * | 2003-02-03 | 2005-04-05 | Crete-Form, Inc | Concrete deck depression form system |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1803861B1 (en) | 2010-10-06 |
| CN1990969A (en) | 2007-07-04 |
| ATE483863T1 (en) | 2010-10-15 |
| EP1803861A1 (en) | 2007-07-04 |
| DE602005024033D1 (en) | 2010-11-18 |
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Effective date of registration: 20180424 Address after: Baden, Switzerland Patentee after: ABB TECHNOLOGY LTD. Address before: Zurich Patentee before: ABB T & D Technology Ltd. |
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| TR01 | Transfer of patent right |