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WO2014032558A1 - Structure de bâtiment à murs de cisaillement assemblés et intégrés, et procédé de construction - Google Patents

Structure de bâtiment à murs de cisaillement assemblés et intégrés, et procédé de construction Download PDF

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Publication number
WO2014032558A1
WO2014032558A1 PCT/CN2013/082294 CN2013082294W WO2014032558A1 WO 2014032558 A1 WO2014032558 A1 WO 2014032558A1 CN 2013082294 W CN2013082294 W CN 2013082294W WO 2014032558 A1 WO2014032558 A1 WO 2014032558A1
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Prior art keywords
longitudinal
concrete
members
prefabricated
wall
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Ceased
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PCT/CN2013/082294
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English (en)
Chinese (zh)
Inventor
初明进
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Individual
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Individual
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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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
    • E04C2/322—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with parallel corrugations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • E04B1/046—Connections specially adapted therefor using reinforcement loops protruding from the elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities

Definitions

  • the invention belongs to the field of buildings and construction technology thereof, and in particular relates to a building structure and a construction method for assembling an integral shear wall.
  • the main structural components of the precast concrete structure are produced in the factory, with high production efficiency, good quality, saving resources and conducive to sustainable development.
  • the use of precast concrete structure is the development direction of building industrialization.
  • Precast concrete hollow members have small weight, convenient transportation and installation, and are widely used.
  • the concrete placed in the hole of the prefabricated hollow member is used as a vertical force-bearing member, and the integrated structure can be formed to build a high-rise building, which improves the industrialization level of the building. .
  • Prefabricated Horizontal joints, vertical joints, etc. exist between the prefabricated members in the concrete structure, and the mechanical properties of the joints determine the overall performance of the joint.
  • the existing joint construction measures for precast concrete structures generally seek to achieve the same effect as cast-in-place concrete, but because the new and old concrete joints at the joints are weak links, affecting the mechanical properties, and easy to crack, affecting normal use.
  • the object of the present invention is to improve the industrialization level of the building structure, solve the deficiencies of the cast-in-place concrete structure and the prefabricated reinforced concrete structure, and provide a building integral shear wall building and construction method.
  • the assembled integral shear wall building structure proposed by the invention can realize the factory production of the main structural components, improve the reliability of the connection between the prefabricated components, reduce the cost, save resources and energy.
  • the assembled monolithic shear wall building structure is formed by connecting precast concrete members through cast-in-place concrete and anchoring steel bars, including prefabricated wallboard members, floor members, T-shaped wall columns, and L Wall column member, cruciform wall column member and walled member with a hole; characterized in that the precast concrete member is a plurality of longitudinal through holes parallel to the surface, at least one of the two sides of the member, the longitudinal edges being spaced apart from the transverse grooves intersecting the at least one longitudinal hole; the side view of the lateral grooves being trapezoidal, rectangular or the like; The lateral grooves between the different prefabricated members are arranged oppositely, the transverse anchoring steel bars are arranged in the space formed by the lateral grooves, the longitudinal anchoring steel bars are arranged in the longitudinal holes, and the concrete is filled in the longitudinal holes and the lateral grooves to form a structural unit. Or a single-story building structure; a plurality of structural unit connections form a multi-layer or high-rise assembled monolithic
  • the transverse anchoring steel bar in the assembled integral shear wall building structure is a stirrup provided in a space formed by a lateral groove of the precast concrete member on both sides of the joint; or the transverse anchoring steel bar is set in the prefabrication Longitudinal edge of the member Pre-embedded steel bars, the exposed parts are U-shaped and L-shaped, and the exposed parts of the pre-embedded steel bars on both sides of the joint are overlapped.
  • the longitudinal reinforcement is inserted into the longitudinal hole intersecting the lateral groove, and the longitudinal reinforcement and the transverse anchor reinforcement form a steel skeleton.
  • the prefabricated component seam The projections between the lateral grooves of one side of the prefabricated members extend into the transverse grooves of the other side of the prefabricated members such that at least one of the longitudinal members of the prefabricated members on both sides of the seam are wholly or partially overlapped.
  • Longitudinal reinforcement is inserted into the longitudinal holes of the prefabricated components on both sides of the joint.
  • the precast concrete wall panel When the precast concrete wall panel is used as a load-bearing wall, it is a hollow panel composed of ordinary concrete; when the precast concrete wall panel is used as a non-bearing wall, it is a hollow panel composed of lightweight concrete.
  • the concrete filled in the hole may be ordinary concrete or lightweight concrete.
  • the precast concrete member retains concrete on one or both side panels of the lateral groove portion.
  • the precast concrete member is provided with a non-penetrating transverse hole parallel to the surface and communicating with at least one longitudinal hole; the transverse hole is located at the lateral groove or between the lateral grooves.
  • the longitudinal holes and the lateral grooves of the assembled integral shear wall building structure are filled with ordinary concrete or filled with recycled aggregate concrete.
  • a method of constructing an integrated shear wall building structure comprising the steps of:
  • Prefabricated wallboard members, floor members, T-shaped wall columns, and L manufactured by the factory Wall column members, cruciform wall column members and wall members with openings are transported to the site;
  • the prefabricated floor slab members are placed on the vertical load-bearing frame, and the transverse grooves and longitudinal holes between the different members correspond to each other; the ends of the reinforcing bars are inserted into the foam blocks at both ends of the longitudinal holes; in the lateral grooves and the longitudinal holes Anchoring steel bars are arranged inside;
  • Prefabricated wall panel components, floor slab members, T-shaped wall column members, L The method for manufacturing a wall column member, a cross-shaped wall column member and a wall member with a hole, comprising the following steps:
  • connection of the interlayer wall is realized by arranging longitudinal steel bars and anchor steel bars in all or part of the longitudinal holes, and pouring concrete.
  • the connection of different prefabricated members in a layer structure can be realized by arranging horizontal anchoring steel bars in the lateral grooves and pouring concrete; or the lateral grooves of the side edges of the members and the protrusions between the lateral grooves can be bitten together, and the concrete can be poured into a layer. Connection of different prefabricated components in the structure.
  • the prefabricated member used in the invention has a hole in the hole, which is light in weight and convenient for transportation and installation.
  • the shear wall construction structure proposed by the invention significantly reduces or avoids steel works, scaffolding engineering, formwork engineering, concrete engineering and plastering engineering, saves resources, saves labor, reduces management costs, and improves engineering quality.
  • Prefabricated joints are convenient and reliable.
  • concrete is poured between the longitudinal holes, the lateral grooves and the prefabricated members, so that the longitudinal holes, the lateral grooves and the post-cast concrete between the prefabricated members are integrated, thereby improving the reliability of the connection between the prefabricated members. It is convenient to construct and avoid problems such as cracking at the stage of use.
  • the invention is used in a shear wall building structure, and can also be used in a shear wall structure part of a frame-shear wall building structure.
  • FIG. 1 is a schematic view showing an embodiment of a building structure of the present invention.
  • FIG. 2 is a schematic view showing the connection between the prefabricated members in the embodiment of the present invention, and the lateral grooves are arranged oppositely.
  • Figure 3 is a schematic cross-sectional view of Figure 2, the transverse anchoring reinforcement is a stirrup;
  • FIG 4 is a schematic cross-sectional view of Figure 2, the transverse anchoring steel bar is composed of pre-embedded U-shaped steel bars;
  • Fig. 5 is a schematic view showing the connection between the prefabricated members in the embodiment of the present invention, wherein the lateral grooves and the grooves are engaged with each other.
  • Figure 6 is a schematic cross-sectional view of Figure 5;
  • Figure 7 is a schematic view of a prefabricated flat member in the embodiment of the present invention, the side view of the lateral groove is trapezoidal;
  • Figure 8 is a schematic cross-sectional view of Figure 7;
  • Figure 9 is a schematic view of a prefabricated flat member in the embodiment of the present invention, the side view of the lateral groove is rectangular;
  • Figure 10 is a schematic view of a prefabricated member in an embodiment of the present invention, with U-shaped steel bars embedded on the side, taking a flat member as an example;
  • Figure 11 It is a schematic diagram of a prefabricated member in the embodiment of the present invention, wherein one side of the lateral groove portion retains concrete, and a flat member is taken as an example;
  • Figure 12 is a schematic cross-sectional view of Figure 11;
  • Figure 13 is a schematic view of a prefabricated member in an embodiment of the present invention, wherein a transverse hole is provided with a non-penetrating transverse hole communicating with the longitudinal hole Taking a flat member as an example;
  • Figure 14 is a schematic cross-sectional view of Figure 13;
  • Figure 15 is a schematic view of a prefabricated T-shaped wall column member in an embodiment of the present invention.
  • Figure 16 is a schematic view of a prefabricated L-shaped wall column member in an embodiment of the present invention.
  • Figure 17 is a schematic view of a prefabricated cruciform wall column member in an embodiment of the present invention.
  • Figure 18 is a schematic view showing the prefabricated wall member with a hole in the embodiment of the present invention.
  • Figure 19 is a schematic view of a prefabricated member with a side column in an embodiment of the present invention.
  • Figure 20 is a schematic illustration of a precast beam member in an embodiment of the present invention.
  • Figure 21 is a schematic illustration of a prefabricated wall member at a beam support in an embodiment of the present invention.
  • Figure 22 is a schematic view of a template of a prefabricated member in an embodiment of the present invention, taking a prefabricated flat member as an example.
  • FIG. 1 An embodiment of the present invention is shown in FIG.
  • the present exemplary embodiment is a perspective view of a portion of the layer structure of a high rise building.
  • the building structure comprises: a prefabricated wall panel member 2, a T-shaped wall column member 3, an L-shaped wall column member 4, and a cross-shaped wall column member 5 , with a wall member 6 and a floor member 7 .
  • the wall panel member, the floor panel member and the wall column member are provided with a plurality of longitudinal through-holes parallel to each other along the length direction. Spaced longitudinal edges with at least one longitudinal bore intersecting the transverse grooves .
  • the wall column member, the wall plate member and the wall member with the opening are placed to form a vertical bearing frame of a layer structure, and the anchor steel bar anchored in the foundation is inserted into the longitudinal hole;
  • the lateral grooves between the different prefabricated members are arranged opposite each other, the transverse anchoring steel bars are arranged in the space formed by the lateral grooves, and the longitudinal anchoring steel bars are arranged in the longitudinal holes.
  • the prefabricated floor slab members are placed on the vertical load-bearing frame, the transverse grooves and the longitudinal holes between the different members are correspondingly inserted into the longitudinal holes, and the anchor steel bars are arranged in the lateral groove portions.
  • the concrete is poured into the prefabricated members and the longitudinal holes and the lateral grooves which constitute the vertical load-bearing skeleton and the floor; after the concrete is hardened, a structural unit or a single-layer building structure which is assembled with the integral shear wall structure is formed.
  • Each structural unit is sequentially constructed upward on a layer of structural units, and the vertical load-bearing skeleton of the upper structural unit is fixed on the lower structural unit, and the underlying structural unit is fixed on the foundation.
  • connection relationship between the prefabricated members in this embodiment is shown in Fig. 2, Fig. 3, and Fig. 4.
  • Fig. 2 is a schematic view showing the use of a dark-column connection node between the prefabricated members in the embodiment, and the lateral anchoring rebar is a stirrup for the field arrangement 81 As shown in Fig. 2; or the transverse anchoring steel bar is the pre-embedded steel bar 83, the exposed part of the pre-embedded steel bar is U-shaped, and the U-shaped steel bars on both sides form a stirrup, as shown in Fig. 3.
  • Prefabricated component 1 (including prefabricated wallboard components, T
  • the inner opening has a longitudinal through hole 9 , and the hole near the longitudinal edge intersects the lateral groove 10; the lateral grooves 10 on both sides of the node are arranged to form a space, and the stirrup 81 on the site or the pre-embedded reinforcing bar 83
  • the formed stirrup is disposed therein; the longitudinal reinforcing bar 82 inserted into the longitudinal hole intersecting the lateral groove passes through the anchored reinforcing bar 81 or 83 Forming the steel frame (when the force is small or the length of the anchor steel bar extending into the lateral groove meets the anchoring requirements, the longitudinal reinforcement may not be provided 82 ), connected with the anchoring steel bar
  • connection relationship between the prefabricated members in this embodiment can also be seen in Fig. 5 and Fig. 6.
  • Fig. 5 and Fig. 6 are schematic views showing the use of a cogging type connection node between the prefabricated members in this embodiment.
  • Precast concrete components 1 including The longitudinal edges of the prefabricated wall panel member, the T-shaped wall column member, the L-shaped wall column member, the cross-shaped wall column member, the wall member with the opening wall, and the floor member are provided with lateral grooves 10 and protrusions 11 Staggered;
  • the prefabricated member 1 has a longitudinal through hole 9 therein, and the longitudinal hole near the edge intersects the lateral groove;
  • the protrusion 11 of the prefabricated member on one side of the node projects into the lateral groove of the other side of the prefabricated member 10
  • the prefabricated members on both sides have at least one longitudinal hole partially or completely superposed to form a superposed longitudinal hole;
  • the longitudinal reinforcement is inserted in the superposed longitudinal hole 82 , connecting with the anchoring steel bars of the foundation anchors or the anchored structural layers (using conventional joining techniques such as mechanical connection and welding), and pouring
  • the wall panel member and the floor panel member in this embodiment are precast concrete panels, as shown in Fig. 7, Fig. 8, and Fig. 9, prefabricated panels 2
  • a plurality of longitudinal through-holes 9 are formed in the longitudinal direction of the inner edge (at least one of the two sides of the member), and the longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal hole, and the protrusions between the grooves 11 Staggered distribution; mounting rings 8 are provided on the prefabricated components 2 .
  • the longitudinal holes have a circular, rectangular, etc. cross section with a diameter or side length of 60 mm to 340 mm.
  • the side view of the lateral groove is trapezoidal, as shown 7 , or rectangular, as shown in Figure 9, can also be other shapes.
  • the transverse groove extends into the prefabricated member to intersect at least one of the longitudinal holes.
  • the length of the prefabricated wallboard members is generally determined by the height of the building floor or the height of the building floor minus the thickness of the floor.
  • the precast concrete member in this embodiment is pre-embedded with steel bars on the side, and the exposed portion is U-shaped, as shown in Fig. 10.
  • the exposed portion of the pre-embedded steel bar may also be L Shape and so on.
  • the precast concrete member in this embodiment retains concrete on one side of the lateral groove portion, as shown in Fig. 11 and Fig. 12 .
  • the precast concrete member 1 has a plurality of longitudinal through holes 9 which are parallel to each other in the longitudinal direction (at least one on each side of the member), and the longitudinal edges are spaced apart from each other to form a lateral groove intersecting at least one longitudinal hole 10
  • the protrusions 11 between the grooves are staggered; the one side of the lateral grooves retains the concrete 12 .
  • a mounting eyebolt 84 is provided on the prefabricated component 1. Similar to precast concrete components Both sides of the lateral groove portion retain the concrete (not shown in the drawings).
  • the precast concrete member in this embodiment has a lateral non-penetrating hole parallel to the surface, as shown in Figs. 13 and 14 .
  • Precast concrete members 1 A plurality of longitudinal through-holes 9 are formed in the longitudinal direction (at least one on each side of the member), and the longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal hole, and the protrusions between the grooves 11 Staggered distribution; the protrusions 11 between the lateral grooves are open to the transverse holes 13 .
  • a mounting eyebolt 84 is provided on the prefabricated component 1. Similar to precast concrete components The lateral groove ends are arranged not to penetrate the transverse holes (not shown in the drawings).
  • each wall column member is basically the same. Taking the T-shaped wall column as an example, a plurality of longitudinal through holes 9 are arranged in the length direction of the prefabricated wall column member (at least one of the two sides of the member). The longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal bore, staggered with the projections 11 between the grooves. Mounting rings are provided on the prefabricated components 84 . Wall stud member length and generally storey of the building or building storey slab thickness is subtracted, limb length is determined according to the requirements of building and construction, thickness and generally thicker limb.
  • the precast concrete belt opening wall member in this embodiment is shown in Fig. 18.
  • the longitudinal edge of the prefabricated member 6 with a hole is arranged with a lateral groove 10 And the protrusions 11 , the lateral grooves and the protrusions are staggered;
  • the wall member 6 has a plurality of through-holes 9 extending through the longitudinal edges and the lateral grooves 10 Intersection;
  • the upper part of the opening of the hole has a number of vertical holes 14 that are not penetrated, and the bottom of the hole is generally not less than 20 mm from the outer surface;
  • Vertical hole 15 Vertical hole 15 .
  • a mounting eyebolt 84 is provided on the component.
  • the precast concrete member in this embodiment comprises a wall member with a side column, as shown in Fig. 19.
  • the utility model comprises a wall panel and a side column.
  • the wall panel has a plurality of longitudinal through holes 9 extending along the length direction, and the longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal hole, and the protrusions between the grooves 11 Staggered distribution.
  • a mounting eyebolt 84 is provided on the prefabricated component.
  • the precast concrete member in this embodiment comprises a prefabricated beam, as shown in Fig. 20, the lateral groove 10 and the protrusion are arranged at the end of the precast concrete beam.
  • the lateral grooves and the protrusions are alternately arranged; a plurality of vertical holes 9 are formed on both sides of the beam, and the holes near the beam ends intersect the lateral grooves 10; the middle of the beam is provided with a plurality of vertical holes 16
  • the bottom of the hole is generally not less than 20mm from the outer surface.
  • a mounting eyebolt 84 is provided on the prefabricated component.
  • the prefabricated member 1 is provided with lateral grooves 10 and protrusions at the longitudinal edges.
  • the lateral grooves and the protrusions are staggered;
  • the prefabricated member 1 has a plurality of through-holes 9 therethrough, the holes near the longitudinal edges intersect the lateral grooves 10; and the prefabricated members 1 are received in the beam support portion.
  • a mounting eyebolt 84 is provided on the prefabricated component.
  • the method for constructing the assembled integral shear wall structure proposed by the present invention comprises the following steps:
  • the structural units are sequentially constructed upward on a layer of structural units, and the vertical load-bearing skeleton of the upper structural unit is fixed on the lower structural unit to form a multi-layer or high-rise integrated integral shear wall structure.
  • the step (3) the assembly of the integral shear wall structure between the prefabricated components
  • the protrusion of the precast concrete member on one side of the joint protrudes into the lateral groove of the other side prefabricated member, and at least one edge of the prefabricated member on both sides
  • the longitudinal holes are partially or completely superposed to form a folded longitudinal hole into which the longitudinal reinforcing bars are inserted.
  • the manufacturing method of the precast concrete member constituting the present embodiment is basically the same. Taking the flat member as an example, as shown in Fig. 22, the following steps are included:

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
PCT/CN2013/082294 2012-08-28 2013-08-26 Structure de bâtiment à murs de cisaillement assemblés et intégrés, et procédé de construction Ceased WO2014032558A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN2012103097599A CN102808450A (zh) 2012-08-28 2012-08-28 一种装配整体式剪力墙建筑结构及建造方法
CN201210309759.9 2012-08-28

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WO2014032558A1 true WO2014032558A1 (fr) 2014-03-06

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CN103821263A (zh) * 2014-03-13 2014-05-28 株洲博尔曼科技发展有限公司 一种预制装配式自保温混凝土剪力墙体系及其施工方法
CN104358331A (zh) * 2014-12-04 2015-02-18 黑龙江宇辉新型建筑材料有限公司 叠合板式剪力墙钢筋销接连接构件及连接方法
CN104895243A (zh) * 2015-06-17 2015-09-09 长春工程学院 预制约束混凝土剪力墙墙板
CN105421810A (zh) * 2015-12-17 2016-03-23 北京筑福建筑事务有限责任公司 一种预制墙板加固砌体结构及其施工方法
CN106836569A (zh) * 2017-04-18 2017-06-13 广西大学 垂直连接的铝合金混凝土组合剪力墙
CN106906945A (zh) * 2017-04-21 2017-06-30 阿克思建筑科技河北有限公司 轻质保温墙板、轻质建筑结构和轻质建筑结构的安装方法
CN106958309A (zh) * 2016-12-13 2017-07-18 上海市建工设计研究总院有限公司 一种集成机电管线的装配式墙体及其施工方法
CN107023073A (zh) * 2017-03-31 2017-08-08 中民筑友科技投资有限公司 一种框架墙板结构体系
CN107060104A (zh) * 2017-03-29 2017-08-18 河北建筑工程学院 一种装配式钢框混凝土盒式单元结构体系及其施工方法
CN107090906A (zh) * 2017-03-31 2017-08-25 中民筑友科技投资有限公司 一种框架墙板结构体系
CN107246094A (zh) * 2017-02-21 2017-10-13 铁道第三勘察设计院集团有限公司 一种可承受重载的叠合钢筋混凝土板结构及制作方法
CN107313531A (zh) * 2017-09-02 2017-11-03 青岛科瑞新型环保材料集团有限公司 一种装配整体式剪力墙连接节点及其体系及其施工工艺
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