CN112982753A - Steel wire mesh grouting material curb plate exempts from to tear open mould steel bar truss superimposed shear wall - Google Patents
Steel wire mesh grouting material curb plate exempts from to tear open mould steel bar truss superimposed shear wall Download PDFInfo
- Publication number
- CN112982753A CN112982753A CN202110211671.2A CN202110211671A CN112982753A CN 112982753 A CN112982753 A CN 112982753A CN 202110211671 A CN202110211671 A CN 202110211671A CN 112982753 A CN112982753 A CN 112982753A
- Authority
- CN
- China
- Prior art keywords
- wire mesh
- steel wire
- steel bar
- grouting material
- steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 187
- 239000010959 steel Substances 0.000 title claims abstract description 187
- 239000000463 material Substances 0.000 title claims abstract description 67
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 238000009415 formwork Methods 0.000 claims description 7
- 238000005452 bending Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 15
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 6
- 230000002787 reinforcement Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000011440 grout Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002427 irreversible effect Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 235000015067 sauces Nutrition 0.000 description 1
- 230000009466 transformation Effects 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
- E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention provides a steel wire mesh grouting material side plate formwork-removal-free steel bar truss superposed shear wall which comprises a steel bar truss, a steel bar mesh, a first member and a second member; the first member and the second member are of the same structure and respectively comprise a reinforcing mesh, an embedded part, a steel wire mesh and a grouting material plate, the embedded part is a U-shaped steel plate, the end part of the wing edge of the embedded part is connected with a bent part bent towards the outer side of the embedded part, and the wing edge and the bent part are provided with a plurality of openings for embedding steel wires of the steel wire mesh; the embedded part is embedded into the steel wire mesh through the opening and connected with the steel wire mesh, an integral structure formed by connecting the embedded part and the steel wire mesh is pre-cast in the grouting material plate, and the bottom edge of the embedded part is exposed out of the surface of the grouting material plate; the first member and the second member are welded with reinforcing steel bar nets through the bottom edges of the embedded parts, and the top and the bottom of the steel bar truss are respectively connected with the reinforcing steel bar nets connected to the first member and the second member. The invention has simple structure, small mass and convenient transportation and site construction.
Description
Technical Field
The invention relates to the technical field of building engineering, relates to an assembled building and a shear wall structure, and particularly relates to a steel wire mesh grouting material side plate formwork-removal-free steel bar truss superposed shear wall.
Background
The transformation of the traditional building industry is irreversible, and the assembled type becomes an important construction mode of the future building industry. Prefabricated buildings are currently basically only horizontal prefabricated parts, and vertical prefabricated parts are rare. In the past few years, prefabricated horizontal components have been widely used in fabricated buildings, and the technology is mature; and the prefabricated vertical member adopted assembled building is less in application and relatively short in engineering experience. The existing assembled integral type superposed shear wall is generally integrally prefabricated, has heavy dead weight, is inconvenient to transport and install, and is difficult to obtain good application in the actual construction process.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, provides the steel bar truss superposed shear wall without detaching the formwork for the steel wire mesh grouting material side plate, and has the advantages of simple structure, smaller mass and convenience in transportation and field construction.
In order to achieve the purpose, the invention adopts the technical scheme that:
a steel wire mesh grouting material side plate formwork-removal-free steel bar truss superposed shear wall comprises a steel bar truss, a steel bar mesh, a first member and a second member; the first member and the second member are of the same structure and respectively comprise a reinforcing mesh, an embedded part, a steel wire mesh and a grouting material plate, the embedded part is a U-shaped steel plate, the end part of the wing edge of the embedded part is connected with a bent part bent towards the outer side of the embedded part, and the wing edge and the bent part are provided with a plurality of openings for embedding steel wires of the steel wire mesh; the embedded part is embedded into the steel wire mesh through the opening and connected with the steel wire mesh, an integral structure formed by connecting the embedded part and the steel wire mesh is pre-cast in the grouting material plate, and the bottom edge of the embedded part is exposed out of the surface of the grouting material plate; the first member and the second member are welded with reinforcing steel bar nets through the bottom edges of the embedded parts, and the top and the bottom of the steel bar truss are respectively connected with the reinforcing steel bar nets connected to the first member and the second member.
Preferably, the end of the wing edge is perpendicular to the bending part, and the bending part is parallel to the grouting material plate.
Preferably, the end part and the bent part of the wing edge of the embedded part are positioned on one side of the steel wire mesh, and the bottom edge of the embedded part is positioned on the other side of the steel wire mesh.
Preferably, the steel wire mesh is connected with the embedded part through binding wires.
Preferably, the lower part of the grid reinforcement of the steel bar truss is welded with the steel bar mesh connected with the first member, and the upper main reinforcement of the steel bar truss is welded with the steel bar mesh of the second member.
Preferably, the thickness of the grouting material plate is 10-20 mm.
Preferably, the thickness of the embedded part is 4-6mm, and the specification of the steel wire mesh is 50-60mm holes multiplied by 1.5-1.8mm thick.
Preferably, the width of the opening is larger than the diameter of the steel wire mesh steel wire, and the steel wire mesh steel wire is attached to the embedded part at the opening.
Preferably, a plurality of steel bar trusses parallel to each other are arranged, and a preset distance is arranged between every two adjacent steel bar trusses at intervals.
Preferably, the thickness of the grouting material plate is the same at both sides of the steel wire mesh.
Compared with the prior art, the invention has the following advantages and beneficial effects:
the steel wire mesh grouting material side plate formwork-removal-free steel bar truss superposed shear wall provided by the invention has the advantages that the integral structure formed by connecting the embedded part and the steel wire mesh is precast in the grouting material plate, the grouting material pouring part of the steel bar truss superposed shear wall is less, and therefore, compared with the existing integrally-cast precast shear wall, the self weight of the steel wire mesh grouting material side plate is reduced, the manufacturing, transportation and field construction are facilitated, and the model number and the construction difficulty of construction machinery are reduced. Meanwhile, the embedded part with the structure can ensure the reliability of the combination between the embedded part and the grouting material, and meanwhile, the grouting material plate can be well connected with the cast concrete in the later construction process, so that the strength of the whole shear wall is ensured; the grouting material plate is of a concrete structure, does not need to be dismantled in subsequent construction, and can be used as a template in the construction process of the shear wall, so that when the shear wall is used for manufacturing a floor slab, the template does not need to be additionally used, and the process of dismantling the template is avoided.
Furthermore, the end part and the bent part of the wing edge of the embedded part are located on one side of the steel wire mesh, the bottom edge of the embedded part is located on the other side of the steel wire mesh, and the structure improves the reliability of connection among the steel wire mesh, the embedded part and the grouting material.
Furthermore, the width of the opening is larger than the diameter of the steel wire mesh, so that the steel wire mesh and the embedded part can be conveniently assembled; the steel wire mesh steel wire is tightly attached to the embedded part at the opening, so that the steel wire mesh and the embedded part can be clamped tightly after being assembled, and the position of the embedded part is prevented from deviating when the light sauce is poured.
Drawings
FIG. 1: the steel wire mesh grouting material side plate is free of a three-dimensional structure schematic diagram in a split state of a steel bar truss superposed shear wall;
FIG. 2: the invention discloses a schematic diagram of an integral three-dimensional structure of a steel wire mesh grouting material side plate formwork-removal-free steel bar truss superposed shear wall;
FIG. 3: the side plate of the steel wire mesh grouting material is free of detaching the formwork and the steel bar truss superposed shear wall is integrally shown in a side view I (the left and right directions in the figure 2);
FIG. 4: a schematic side view (the up-down direction of fig. 2) of the steel wire mesh grouting material side plate form-removal-free steel bar truss superposed shear wall whole body is shown as a second schematic side view;
FIG. 5: the connection schematic diagram of the embedded parts and the steel wire mesh in the steel wire mesh grouting material side plate form-removal-free steel bar truss superposed shear wall is shown;
FIG. 6: the invention relates to a three-dimensional schematic diagram of an embedded part;
FIG. 7: the invention discloses a schematic diagram of a connecting part of a steel wire mesh and an embedded part.
In the figure, 1 is a steel bar truss, 2 is a steel bar mesh, 3 is an embedded part, 3-1 is a bottom plate, 3-2 is a wing edge, 3-3 is a bent part, 3-4 is a notch, 4 is a steel wire mesh, and 5 is a grouting material plate.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. It is to be understood that the described embodiments are merely exemplary of the invention, and not restrictive of the full scope of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Referring to fig. 1-6, the steel wire mesh grouting material side plate form-removal-free steel bar truss superposed shear wall comprises a steel bar truss 1, a steel bar mesh 2, a first member and a second member; the first member and the second member are the same in structure and respectively comprise a reinforcing mesh 2, an embedded part 3, a steel mesh 4 and a grouting material plate 5, the embedded part 3 is a U-shaped steel plate, the end part of a wing edge 3-2 of the embedded part 3 is connected with a bent part 3-3 bent towards the outer side of the embedded part 3, and a plurality of openings 3-4 for embedding steel wires of the steel mesh 4 are formed in the wing edge 3-2 and the bent part 3-3; the embedded part 3 is embedded into the steel wire mesh 4 through the opening 3-4 and connected with the steel wire mesh 4, the whole structure formed by connecting the embedded part 3 and the steel wire mesh 4 is pre-poured in the grouting material plate 5, and the bottom edge 3-1 of the embedded part 3 is exposed out of the surface of the grouting material plate 5; the reinforcing mesh 2 is welded on the bottom edges 3-1 of the embedded parts 3 of the first member and the second member, and the top and the bottom of the steel bar truss 1 are respectively connected with the reinforcing mesh 2 connected on the first member and the second member.
Referring to fig. 1, 5 and 6, as a preferred embodiment of the present invention, the end of the wing edge 3-2 is perpendicular to the bent portion 3-3, and the bent portion 3-3 is parallel to the grout plate 5.
Referring to fig. 5, the end part of the wing edge 3-2 and the bent part 3-3 of the embedded part 3 are positioned on one side of the steel wire mesh 4, and the bottom edge 3-1 of the embedded part 3 is positioned on the other side of the steel wire mesh 4.
As a preferred embodiment of the invention, the steel wire mesh 4 is connected with the embedded parts 3 through binding wires.
Referring to fig. 3, as a preferred embodiment of the present invention, the lower portion of the lattice reinforcement of the steel-bar truss 1 is welded to the mesh reinforcement 2 connected to the first member, and the upper cage reinforcement of the steel-bar truss 1 is welded to the mesh reinforcement 2 of the second member.
As a preferred embodiment of the present invention, the grout plate 5 has a thickness of 10 to 20 mm.
As the preferred embodiment of the invention, the thickness of the embedded part 3 is 4-6mm, the specification of the steel wire mesh 4 is 50-60mm holes multiplied by 1.5-1.8mm thick, the steel bar mesh 2 is stressed steel bars, and the section of the steel bars is obtained by calculation according to different buildings and different working conditions.
Referring to fig. 7, the width of the opening 3-4 is larger than the diameter of the steel wire mesh 4, and the steel wire of the steel wire mesh 4 is tightly attached to the embedded part 3 at the opening 3-4.
As a preferred embodiment of the invention, a plurality of mutually parallel steel bar trusses 1 are arranged, and a preset distance is arranged between every two adjacent steel bar trusses 1.
As a preferred embodiment of the present invention, the thickness of the grouting material plate 5 is the same at both side portions of the steel wire mesh 4.
The wallboard of the steel wire mesh grouting material side plate form-removal-free steel bar truss laminated shear wall is made of the steel wire mesh grouting material, is firmly connected with cast-in-place concrete, can be used as a permanent formwork, is simple in construction without removal, light in self weight, high in strength and good in ductility, and is smooth in wall surface, convenient for decoration construction, capable of greatly improving construction efficiency and reducing construction cost.
Examples
As shown in fig. 1 to 7, the steel wire mesh grouting material side plate form-removal-free steel bar truss laminated shear wall comprises a steel bar truss 1, a steel bar mesh 2, an embedded part 3, a steel wire mesh 4 and a grouting material plate 5. The reinforcing mesh 2 is arranged on two sides of the steel bar truss 1, and the reinforcing mesh 2 on two sides of the steel bar truss 1 is respectively welded with the top and the bottom of the steel bar truss 1; the embedded part 3 is arranged on the outer side of the reinforcing mesh 2, and the reinforcing mesh 2 and the embedded part are welded; the embedded parts 3 are inserted into the steel wire mesh 4. The embedded part 3 is inserted into the steel wire mesh 4 and poured into the grouting material plate 5, and the bottom edge 3-2 of the embedded part 3 is exposed and connected with the steel wire mesh 2. The steel bar truss 1 comprises a lower main rib, an upper main rib and grid steel bars, wherein the lower main rib, the upper main rib and the grid steel bars are welded to form the steel bar truss 1. The specification, grade and spacing of the steel bars meet the standard requirements, and the steel bar truss is prefabricated and processed in a factory. The embedded part 3 is obtained by cutting and bending a thin steel plate,
the embedded part 3 is inserted into the upper side of the steel wire mesh 4, the width of the opening 3-4 is larger than the diameter of the steel wire mesh 4, the steel wire mesh 4 is tightly attached to the embedded part 3 at the opening 3-4, as shown in fig. 7, three openings are respectively formed in the two sides of the embedded part 3, one steel wire is correspondingly embedded into each opening, the left lower side and the middle steel wire are tightly attached to the left side of the wing edge 3-2 at the position corresponding to the opening 3-4 respectively, and the steel wire at the right upper side is tightly attached to the right side of the wing edge 3-2 at the position corresponding to the opening 3-4, so that the embedded part 3 and the steel wire mesh 4 can be clamped, the embedded part 3 is relatively fixed with the steel wire mesh 4 in the length direction, and the embedded part cannot deviate when grouting material is poured. The steel wire mesh 4 is connected with the embedded part 3 by binding wires. And after the embedded part 3 is connected with the reinforcing mesh 4 by using binding wires, pouring grouting material on the surface of the steel mesh 4, wherein the pouring thickness and the pouring protective layer thickness both accord with relevant specifications, and the pouring thickness does not completely cover the embedded part. The reinforcing mesh 2 is welded and fixed with the bottom edge 3-1 of the embedded part 3, and the strength of welding spots meets the design requirement.
The manufacturing method of the steel wire mesh grouting material side plate form-removal-free steel bar truss superposed shear wall comprises the following steps,
s1: two reinforcing steel bar meshes 2 are welded on two sides of the steel bar truss 1;
s2: welding embedded parts 3 on the outer sides of the two reinforcing steel bar nets 2;
s3: inserting a steel wire mesh 4 into the outer side of the embedded part 3, clamping the embedded part 3 on the steel wire mesh 4 through an opening 3-4 and binding and fixing the embedded part by using steel wires;
s4: pouring grouting materials on the surface of the steel wire mesh 4 on one side, wherein the grouting materials 5 on the two sides of the steel wire are the same in thickness and do not completely cover the embedded part 3 (namely the bottom edge 3-1 of the embedded part 3 is exposed), and forming a grouting material plate 5 after the grouting materials are cured;
s5: and after the formwork removal of the grouting material plate 5 at one side, similarly pouring grouting material at the other side to form the grouting material plate 5, and finishing the manufacturing of the steel wire mesh grouting material side plate formwork removal-free steel bar truss superposed shear wall.
Exempt from to tear open mould steel bar truss superimposed shear wall through above-mentioned wire net grout material curb plate, for the prefabricated building shear wall structure provides a simple structure, the quality is less, construction convenience, the prefabrication rate is high, can guarantee the superimposed shear wall of designing requirement.
Claims (10)
1. A steel wire mesh grouting material side plate formwork-removal-free steel bar truss superposed shear wall is characterized by comprising a steel bar truss (1), a steel bar mesh (2), a first member and a second member; the first member and the second member are of the same structure and respectively comprise a reinforcing mesh (2), an embedded part (3), a steel wire mesh (4) and a grouting material plate (5), the embedded part (3) is a U-shaped steel plate, the end part of a wing edge (3-2) of the embedded part (3) is connected with a bent part (3-3) bent towards the outer side of the embedded part (3), and the wing edge (3-2) and the bent part (3-3) are provided with a plurality of openings (3-4) for embedding steel wires of the steel wire mesh (4); the embedded part (3) is embedded into the steel wire mesh (4) through the opening (3-4) and connected with the steel wire mesh (4), the integral structure formed by connecting the embedded part (3) and the steel wire mesh (4) is pre-poured into the grouting material plate (5), and the bottom edge (3-1) of the embedded part (3) is exposed out of the surface of the grouting material plate (5); the reinforcing mesh (2) is welded on the bottom edges (3-1) of the embedded parts (3) of the first member and the second member, and the top and the bottom of the steel bar truss (1) are respectively connected with the reinforcing mesh (2) connected on the first member and the second member.
2. A steel wire mesh grouting material side plate formwork-removal-free steel bar truss laminated shear wall as claimed in claim 1, wherein the end of the wing edge (3-2) is perpendicular to the bending part (3-3), and the bending part (3-3) is parallel to the grouting material plate (5).
3. A steel wire mesh grouting material side plate formwork disassembly-free steel bar truss superposed shear wall as claimed in claim 1, wherein the end part and the bent part (3-3) of the wing edge (3-2) of the embedded part (3) are positioned on one side of the steel wire mesh (4), and the bottom edge (3-1) of the embedded part (3) is positioned on the other side of the steel wire mesh (4).
4. A steel wire mesh grouting material side plate demold-free steel bar truss laminated shear wall according to claim 1, characterized in that the steel wire mesh (4) is connected with the embedded part (3) through binding wires.
5. A steel wire mesh grouting material side plate form removal-free steel bar truss laminated shear wall as claimed in claim 1, wherein the lower part of the grid steel bar of the steel bar truss (1) is welded with the steel bar mesh (2) connected with the first member, and the upper main steel bar of the steel bar truss (1) is welded with the steel bar mesh (2) of the second member.
6. A steel wire mesh grouting material side plate form-removal-free steel bar truss superposed shear wall as claimed in claim 1, wherein the thickness of the grouting material plate (5) is 10-20 mm.
7. A steel wire mesh grouting material side plate demold-free steel bar truss laminated shear wall as claimed in claim 1, wherein the thickness of the embedded part (3) is 4-6mm, and the specification of the steel wire mesh (4) is 50-60mm holes x 1.5-1.8mm thick.
8. A steel wire mesh grouting material side plate formwork disassembly-free steel bar truss superposed shear wall according to claim 1, characterized in that the width of the opening (3-4) is larger than the diameter of the steel wire mesh (4), and the steel wire mesh (4) is tightly attached to the embedded part (3) at the opening (3-4).
9. A steel wire mesh grouting material side plate formwork-removal-free steel bar truss superposed shear wall as claimed in claim 1, wherein a plurality of steel bar trusses (1) parallel to each other are arranged, and a preset distance is arranged between every two adjacent steel bar trusses (1).
10. A steel wire mesh grouting material side plate formwork-removal-free steel bar truss laminated shear wall as claimed in claim 1, wherein the thickness of the grouting material plate (5) on two sides of the steel wire mesh (4) is the same.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110211671.2A CN112982753A (en) | 2021-02-25 | 2021-02-25 | Steel wire mesh grouting material curb plate exempts from to tear open mould steel bar truss superimposed shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110211671.2A CN112982753A (en) | 2021-02-25 | 2021-02-25 | Steel wire mesh grouting material curb plate exempts from to tear open mould steel bar truss superimposed shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112982753A true CN112982753A (en) | 2021-06-18 |
Family
ID=76350672
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110211671.2A Pending CN112982753A (en) | 2021-02-25 | 2021-02-25 | Steel wire mesh grouting material curb plate exempts from to tear open mould steel bar truss superimposed shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112982753A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103883068A (en) * | 2014-04-04 | 2014-06-25 | 北京工业大学 | L-shaped heat-preservation bearing building block provided with high-performance cement mortar plate and build-in light ecological material |
| CN107476476A (en) * | 2017-09-12 | 2017-12-15 | 中建五局第三建设有限公司 | One kind is greatly across steel bar truss floor support plate and reinforced beam combination constructing method thereof |
| WO2018010522A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Novel superposed shear wall |
| CN110469001A (en) * | 2019-08-28 | 2019-11-19 | 广东省建筑设计研究院 | Overlapped shear wall and its method of construction |
| CN210562905U (en) * | 2019-08-13 | 2020-05-19 | 盈创新材料(苏州)有限公司 | Floor supporting structure |
| CN112177203A (en) * | 2020-10-30 | 2021-01-05 | 济南捷源新材料有限公司 | Non-dismantling double-sided superposed shear wall plate, superposed shear wall and construction method thereof |
| CN214614813U (en) * | 2021-02-25 | 2021-11-05 | 西安建筑科技大学 | Steel wire mesh grouting material curb plate exempts from to tear open mould steel bar truss superimposed shear wall |
-
2021
- 2021-02-25 CN CN202110211671.2A patent/CN112982753A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103883068A (en) * | 2014-04-04 | 2014-06-25 | 北京工业大学 | L-shaped heat-preservation bearing building block provided with high-performance cement mortar plate and build-in light ecological material |
| WO2018010522A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Novel superposed shear wall |
| CN107476476A (en) * | 2017-09-12 | 2017-12-15 | 中建五局第三建设有限公司 | One kind is greatly across steel bar truss floor support plate and reinforced beam combination constructing method thereof |
| CN210562905U (en) * | 2019-08-13 | 2020-05-19 | 盈创新材料(苏州)有限公司 | Floor supporting structure |
| CN110469001A (en) * | 2019-08-28 | 2019-11-19 | 广东省建筑设计研究院 | Overlapped shear wall and its method of construction |
| CN112177203A (en) * | 2020-10-30 | 2021-01-05 | 济南捷源新材料有限公司 | Non-dismantling double-sided superposed shear wall plate, superposed shear wall and construction method thereof |
| CN214614813U (en) * | 2021-02-25 | 2021-11-05 | 西安建筑科技大学 | Steel wire mesh grouting material curb plate exempts from to tear open mould steel bar truss superimposed shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108867935A (en) | L shape connecting structure of wall and assembled arthitecutral structure system | |
| CN110469001B (en) | Superimposed shear wall and construction method thereof | |
| CN214614813U (en) | Steel wire mesh grouting material curb plate exempts from to tear open mould steel bar truss superimposed shear wall | |
| CN110512730B (en) | Assembled concrete primary and secondary roof beam connection structure | |
| CN216920792U (en) | Prefabricated wallboard, in-line shear force wall assembly and building structure | |
| CN113026993B (en) | Assembly type combined connecting beam window opening component, structure and manufacturing and construction method | |
| CN109024699B (en) | Integral water stop system and manufacturing method thereof | |
| CN112982785A (en) | Steel wire mesh grouting material formwork removal-free steel bar truss floor bearing plate | |
| CN113006346A (en) | Novel integral shear wall structure of prefabricated assembly | |
| CN109853804B (en) | Assembled steel concrete composite floor applied to steel structure house | |
| CN112144412A (en) | Construction method of prefabricated assembled intercolumnar tie beam | |
| KR101994089B1 (en) | Precast Concrete Slab With Pullout-Shear Resistance Elements Of Mesh Rib And Manufacturing Method Thereof | |
| CN215253690U (en) | Laminated plate type shear wall with vertical continuous bending steel bars | |
| CN112982753A (en) | Steel wire mesh grouting material curb plate exempts from to tear open mould steel bar truss superimposed shear wall | |
| CN215670408U (en) | Node connection structure of rib-outlet composite floor slab and cast-in-situ beam | |
| CN210767204U (en) | Prefabricated concrete component and concrete structure system | |
| CN214658142U (en) | Steel wire mesh grouting material formwork removal-free steel bar truss floor bearing plate | |
| CN112343232B (en) | Combined floor slab, building and construction method | |
| CN212773148U (en) | T-shaped composite beam with truss precast slab partially wrapped with honeycomb steel | |
| CN210459550U (en) | Connecting joint of reinforced concrete column and flat slab | |
| CN210767205U (en) | Fabricated building | |
| CN210288825U (en) | Assembled and cast-in-situ combined beam plate structure | |
| CN209227784U (en) | Wall and Liangping face external link structure and assembled arthitecutral structure system | |
| CN108086533B (en) | Parallel multi-limb prefabricated shear wall structure, manufacturing method and construction method thereof | |
| CN214785297U (en) | Prefabricated double-skin wall connecting node and prefabricated double-skin wall and composite floor slab connecting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |