CN220014110U - Shear support wall structure - Google Patents
Shear support wall structure Download PDFInfo
- Publication number
- CN220014110U CN220014110U CN202321312531.5U CN202321312531U CN220014110U CN 220014110 U CN220014110 U CN 220014110U CN 202321312531 U CN202321312531 U CN 202321312531U CN 220014110 U CN220014110 U CN 220014110U
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- CN
- China
- Prior art keywords
- shaped steel
- wall structure
- support wall
- shear support
- steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 239000011449 brick Substances 0.000 claims abstract description 8
- 239000004568 cement Substances 0.000 claims abstract description 4
- 239000000758 substrate Substances 0.000 claims abstract 4
- 239000011150 reinforced concrete Substances 0.000 claims description 10
- 239000004567 concrete Substances 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000000126 substance Substances 0.000 claims description 4
- 238000010008 shearing Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 3
- 238000001125 extrusion Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000012634 fragment Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000003042 antagnostic effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Abstract
The utility model provides a shear supporting wall structure which comprises a substrate, wherein a plurality of I-shaped steel is fixedly connected to the substrate, two I-shaped surfaces of the I-shaped steel are arranged on two sides of a cavity, the I-shaped steel is connected through two steel wires, and a closed space is formed between the I-shaped steel and the steel wires for brick cement installation. The aim is that: the shearing resistance of the wall body is improved.
Description
Technical Field
The utility model relates to the technical field of building equipment, in particular to a shear supporting wall structure.
Background
Shear walls are also known as earthquake resistant, structural or wind resistant walls. The shear capacity of a wall or house refers to the limit capacity to resist shear failure, which is equal in value to the capacity to shear failure. The current anti-seismic wall is generally made of reinforced concrete, but has little effect on resisting shearing force.
Disclosure of Invention
The utility model provides a shear support wall structure, which aims to: the shearing resistance of the wall body is improved.
The embodiment of the utility model is realized by the following technical scheme:
the utility model provides a supporting wall structure shears, includes the basement, a plurality of worker's shaped steel of fixed connection on the basement, two worker's profile setting of worker's shaped steel are in the cavity both sides, connect through two sides wire net between the worker's shaped steel, form the enclosure space between worker's shaped steel and the wire net and be used for fragment of brick cement installation.
Further, the base comprises a concrete cushion layer and a T-shaped reinforced concrete column arranged on the concrete cushion layer, a reserved groove is formed in the upper end of the reinforced concrete column, and the I-shaped steel is arranged in the reserved groove.
Further, triangular reinforcing ribs are arranged at the joint of the support rods and the reserved grooves.
Furthermore, the triangular reinforcing ribs are fixed by adopting chemical anchor bolts.
Furthermore, two ends of the steel wire mesh are provided with clamping joints, and clamping grooves are arranged on the outer sides of the I-shaped steel.
Further, the spacing distance between the I-shaped steel is 1.5m.
The technical scheme of the embodiment of the utility model has at least the following advantages and beneficial effects:
the wall body is internally provided with a plurality of I-shaped steel for reinforcement, the two ends of the I-shaped steel are tightly attached to the two sides of the wall body, when the wall body resists shearing force, the characteristics of self structure of the I-shaped steel and strong forward extrusion force of the two opposite ends are utilized for antagonizing, and after the adjacent I-shaped steel is connected by a steel wire mesh, the process is resisted, the extrusion force is dispersed on the adjacent I-shaped steel, so that the wall body has better shearing resistance effect.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of the structure of the present utility model;
fig. 2 is a side cross-sectional view of the present utility model.
Icon: 1-concrete cushion layer, 2-reinforced concrete column, 3-I-shaped steel, 4-steel wire mesh, 5-clamping connector, 6-clamping groove, 7-triangle reinforcing rib and 71-chemical anchor bolt.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Example 1
The utility model provides a shear support wall structure, includes the basement, the basement includes concrete cushion layer 1 and reinforced concrete post 2, concrete cushion layer 1 and reinforced concrete post 2 are all installed subaerial, be the basement of wall body bottommost, be provided with the reservation groove in the upper end of reinforced concrete post 2, set up an I-shaped steel 3 at about 1.5m in the reservation inslot, the both ends face setting of I-shaped steel 3 is in the wall body both sides, bottom and upper end are provided with triangle strengthening rib 7, triangle strengthening rib 7 inside cavity adopts chemical anchor bolt 71 to fix, both sides face is the set square for fixed but outflow space makes things convenient for the fragment of brick to install.
The brick is installed between the I-shaped steel 3 on the reinforced concrete column 2 according to the conventional wall installation process, the steel wire mesh 4 is connected between the adjacent I-shaped steel 3 after the installation is finished, the connection point is arranged on the end face of the I-shaped steel 3, a plurality of clamping connectors 5 are arranged at two ends of the steel wire mesh 4, and a plurality of corresponding clamping grooves 6 are welded on the end face of the I-shaped steel 3. The H-shaped steel 3 is installed preferentially, after bricks are filled between the H-shaped steel 3, two sides of a wall body are covered by using steel wire meshes 4 in a clamping mode, and each H-shaped steel 3 is connected by adopting the steel wire meshes 4.
The traditional reinforced wall body is provided with reinforcing steel bars at the joint of the brick wall and the concrete member and in a mode of two reinforcing steel bars in each row at a spacing of 500mm in height so as to strengthen the wall body, but the strength cannot respond to shearing force strongly. Every 1.5m sets up one section I-shaped steel 3, utilizes wire net 4 to form the connection between the I-shaped steel 3, and in the wall body suffered shearing force extrusion and fight the in-process, I-shaped steel 3 provides the intensity of resisting, with I-shaped steel 3's structure, I-shaped steel 3 both ends face the ability of anti normal stress strong, and after connecting through wire net 4, the stress of single point department can disperse through wire net 4 connection, and the dispersion is resisted to the I-shaped steel 3 of adjacent place, has higher anti shearing force ability.
The above is only a preferred embodiment of the present utility model, and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (6)
1. The utility model provides a shear support wall structure which characterized in that: the novel brick cement mounting device comprises a substrate, a plurality of I-shaped steel (3) are fixedly connected to the substrate, two I-shaped surfaces of the I-shaped steel (3) are arranged on two sides of a cavity, the I-shaped steel (3) are connected through two steel wire meshes (4), and a closed space is formed between the I-shaped steel (3) and the steel wire meshes (4) and used for brick cement mounting.
2. A shear support wall structure as in claim 1, wherein: the base comprises a concrete cushion layer (1), a T-shaped reinforced concrete column (2) is arranged on the concrete cushion layer (1), a reserved groove is formed in the upper end of the reinforced concrete column (2), and the I-shaped steel (3) is arranged in the reserved groove.
3. A shear support wall structure as claimed in claim 2, wherein: and triangular reinforcing ribs (7) are arranged at the joint of the I-shaped steel (3) and the reserved groove.
4. A shear support wall structure according to claim 3, wherein: the triangular reinforcing ribs (7) are fixed by adopting chemical anchor bolts (71).
5. A shear support wall structure as in claim 1, wherein: two ends of the steel wire mesh (4) are provided with clamping connectors (5), and clamping grooves (6) are formed in the outer side of the I-shaped steel (3).
6. A shear support wall structure as in claim 1, wherein: the spacing distance between the I-shaped steel (3) is 1.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321312531.5U CN220014110U (en) | 2023-05-26 | 2023-05-26 | Shear support wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321312531.5U CN220014110U (en) | 2023-05-26 | 2023-05-26 | Shear support wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220014110U true CN220014110U (en) | 2023-11-14 |
Family
ID=88683791
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321312531.5U Active CN220014110U (en) | 2023-05-26 | 2023-05-26 | Shear support wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220014110U (en) |
-
2023
- 2023-05-26 CN CN202321312531.5U patent/CN220014110U/en active Active
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