CN219622033U - I-steel rib steel plate composite shear wall - Google Patents
I-steel rib steel plate composite shear wall Download PDFInfo
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- CN219622033U CN219622033U CN202320813946.4U CN202320813946U CN219622033U CN 219622033 U CN219622033 U CN 219622033U CN 202320813946 U CN202320813946 U CN 202320813946U CN 219622033 U CN219622033 U CN 219622033U
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Abstract
The utility model discloses an I-shaped steel rib steel plate combined shear wall which comprises a first I-shaped steel support, wherein one side of the first I-shaped steel support is connected with a fixing bolt in a threaded manner, a connecting piece is connected to the fixing bolt in a threaded manner, one side of the connecting piece is connected with a second I-shaped steel support in a threaded manner, an inclined steel support column is connected below the first I-shaped steel support in a clamping manner, vertical steel bars are connected to the inclined steel support column in a vertical clamping manner, horizontal steel bars are connected to the inclined steel support column in a horizontal clamping manner, a wall body is fixedly connected to the outer side of the second I-shaped steel support, and a waterproof layer is coated on the outer side of the wall body. According to the utility model, the connecting piece and the fixing bolt are arranged, and the connecting piece is placed at the joint of the two I-shaped steel brackets to be connected, and then the fixing bolt is used for mounting and fixing, so that the effects of improving the working efficiency and facilitating the mounting are achieved, and the problem that the traditional I-shaped steel brackets are required to be mounted by welding in the mounting process, and are time-consuming and labor-consuming is solved.
Description
Technical Field
The utility model relates to the technical field of shear walls, in particular to an I-steel rib steel plate combined shear wall.
Background
The shear wall is also called a wind-resistant wall, an anti-seismic wall or a structural wall, is mainly used for bearing horizontal load and vertical load caused by wind load or earthquake action in houses or structures, prevents structural shear damage, is divided into a plane shear wall and a cylindrical shear wall, the plane shear wall is used in a reinforced concrete frame structure, a lifting plate structure and a beam-free floor system, the cylindrical shear wall is used in a high-rise building, a high-rise structure and a suspension structure for increasing rigidity, strength and collapse resistance of the structure, the cylindrical shear wall is formed by enclosing partition walls of an elevator room, a stairwell, equipment and an auxiliary room, the cylindrical wall is a cast-in-situ reinforced concrete wall, the rigidity and strength of the cylindrical shear wall are higher than those of the plane shear wall, and the shear wall is also required to be built for improving the collapse resistance of the building when temporary living places are constructed.
The existing shear wall needs a large amount of staff to set up a reinforcing steel bar frame at the initial stage of construction when being constructed, then concrete is poured for construction, a large amount of manpower and material resources are consumed, the workload is large, the construction and the use in temporary living places are inconvenient, the existing shear wall in the temporary living places is of an integrated structure, recycling cannot be performed after the use is finished, and resource waste is caused.
Disclosure of Invention
The utility model aims to solve the defects in the prior art, and provides an I-steel reinforced steel plate combined shear wall.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
the utility model provides a I-steel skeleton steel sheet composite shear wall, includes first I-steel support, first I-steel support one side threaded connection fixing bolt, threaded connection connecting piece on the fixing bolt, connecting piece one side threaded connection second I-steel support, the slant steel support column is connected to first I-steel support below block, vertical block is connected with vertical reinforcing bar on the slant steel support column, horizontal block is connected with horizontal reinforcing bar on the slant steel support column, second I-steel support outside fixedly connected with wall body, the cladding of wall body outside is provided with the waterproof layer.
Preferably, the number of the first i-steel brackets is two, and the size specifications of the two first i-steel brackets are consistent.
Preferably, a plurality of mounting holes are formed in one side of the second I-steel support, and the horizontal steel bars are fixedly and penetratingly mounted on the mounting holes.
Preferably, an embedded groove is formed in one side of the first I-shaped steel support, and the inclined steel support column is connected to the embedded groove in a clamping mode.
Preferably, the number of the diagonal steel support columns is four, and the four diagonal steel support columns are consistent in size specification.
Preferably, the number of the second i-steel brackets is two, and the size specifications of the two second i-steel brackets are consistent.
Preferably, the number of the vertical steel bars is a plurality of, and the plurality of the vertical steel bars are vertically arranged on the first I-shaped steel bracket.
The utility model has the following beneficial effects:
1. according to the utility model, the connecting piece is arranged at the joint of the two I-shaped steel brackets to be connected, then the I-shaped steel brackets are installed and fixed, and the reinforcing steel bars and the inclined steel support columns are installed through the installation holes and the embedded grooves, so that the effect of convenient installation is achieved, and the problem of time and labor consumption in construction of the traditional shear wall is solved.
2. According to the utility model, the mounting holes, the embedded grooves and the connecting pieces are arranged, so that the mounting can be performed without welding, and the shear wall can be conveniently disassembled after being used, so that the recovery and the utilization can be performed, and the resource waste can be avoided.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an I-steel reinforced steel plate composite shear wall according to the present utility model;
FIG. 2 is a schematic diagram of a right-side view structure of a composite shear wall of an I-steel reinforced steel plate according to the present utility model;
FIG. 3 is a schematic diagram of a connecting piece of a composite shear wall with I-steel and steel plates according to the present utility model;
FIG. 4 is a schematic diagram of a first I-steel bracket of a composite shear wall with I-steel reinforced steel plates according to the present utility model;
fig. 5 is a schematic diagram of a wall structure of an i-steel reinforced steel plate composite shear wall according to the present utility model.
In the figure: 1. a first I-steel bracket; 2. a second I-steel bracket; 3. a connecting piece; 4. a fixing bolt; 5. an oblique steel support column; 6. horizontal steel bars; 7. vertical steel bars; 8. a wall body; 9. and a waterproof layer.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Referring to fig. 1-5, an i-beam steel plate composite shear wall comprises a first i-beam support 1, wherein one side of the first i-beam support 1 is in threaded connection with a fixing bolt 4, the fixing bolt 4 is in threaded connection with a connecting piece 3, one side of the connecting piece 3 is in threaded connection with a second i-beam support 2, an inclined steel support column 5 is connected below the first i-beam support 1 in a clamping manner, a vertical steel bar 7 is connected to the inclined steel support column 5 in a vertical clamping manner, a horizontal steel bar 6 is connected to the inclined steel support column 5 in a transverse clamping manner, a wall body 8 is fixedly connected to the outer side of the second i-beam support 2, and a waterproof layer 9 is arranged on the outer side of the wall body 8 in a coating manner.
In the utility model, the number of the first I-steel brackets 1 is two, the two first I-steel brackets 1 are consistent in size specification, a plurality of mounting holes are formed in the first I-steel bracket 1 arranged above the first I-steel brackets, and the vertical steel bars 7 are fixedly and penetratingly arranged on the mounting holes.
In the utility model, one side of the second I-steel bracket 2 is provided with a plurality of mounting holes, the horizontal steel bars 6 are fixedly and penetratingly arranged on the mounting holes, the number of the horizontal steel bars 6 is a plurality, and the size specifications of the plurality of the horizontal steel bars 6 are consistent.
In the utility model, the number of the inclined steel support columns 5 is four, the size specifications of the four inclined steel support columns 5 are consistent, and two ends of each inclined steel support column 5 are respectively clamped and connected on embedded grooves formed on one side of the first I-steel support 1 and one side of the second I-steel support 2.
In the utility model, an embedded groove is formed on one side of a first I-steel support 1, one end of an inclined steel support column 5 is connected to the embedded groove in a clamping way, and the first I-steel support 1 is vertically arranged on a second I-steel support 2.
In the utility model, the number of the second I-steel brackets 2 is two, the dimension specifications of the two second I-steel brackets 2 are consistent, one side of each second I-steel bracket 2 is provided with an embedded groove, and the other end of each inclined steel support column 5 is connected with the embedded groove in a clamping way.
In the utility model, the number of the vertical steel bars 7 is a plurality, the plurality of the vertical steel bars 7 are vertically arranged on the first I-shaped steel bracket 1, the plurality of the vertical steel bars 7 are in a cross shape with the plurality of the horizontal steel bars 6, and the size specification of the plurality of the vertical steel bars 7 is a pen.
The application method and the advantages of the utility model are as follows: when the I-steel rib steel plate composite shear wall is used, the working process is as follows:
as shown in fig. 1, fig. 2, fig. 3, fig. 4 and fig. 5, when the device is used, first i-steel support 1 is placed at a designated position, then second i-steel support 2 is vertically arranged at one side of first i-steel support 1, through the cooperation of connecting piece 3 and fixing bolt 4, connecting piece 3 is placed at the joint of first i-steel support 1 and second i-steel support 2, then the mounting and fixing are carried out through the threaded connection of fixing bolt 4, the effect of convenient mounting is achieved, the problem that the conventional shear wall needs to carry out welding and fixing on the internal i-steel support when being mounted is solved, the problem of convenient mounting is solved, the problem of time and labor consumption when being constructed is solved, mounting holes and embedding grooves are formed in the first i-steel support 1 and the second i-steel support 2, oblique steel 5, horizontal steel 6 and vertical 7 are clamped and connected, the problem of convenient mounting and recycling of the shear wall can be solved, and the problem of convenient recycling of resources can be solved after the conventional shear wall is used.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (7)
1. The utility model provides a I-steel skeleton steel sheet composite shear wall, includes first I-steel support (1), its characterized in that first I-steel support (1) one side threaded connection fixing bolt (4), threaded connection connecting piece (3) on fixing bolt (4), connecting piece (3) one side threaded connection second I-steel support (2), inclined steel support column (5) are connected in the block of first I-steel support (1) below, vertical block is connected with vertical reinforcing bar (7) on inclined steel support column (5), horizontal block is connected with horizontal reinforcing bar (6) on inclined steel support column (5), wall body (8) are fixedly connected with in the outside of second I-steel support (2), wall body (8) outside cladding is provided with waterproof layer (9).
2. The i-steel reinforced steel plate composite shear wall according to claim 1, wherein: the number of the first I-steel brackets (1) is two, and the two first I-steel brackets (1) are consistent in size specification.
3. The i-steel reinforced steel plate composite shear wall according to claim 1, wherein: a plurality of mounting holes are formed in one side of the second I-shaped steel support (2), and the horizontal steel bars (6) are fixedly and penetratingly arranged on the mounting holes.
4. The i-steel reinforced steel plate composite shear wall according to claim 1, wherein: an embedded groove is formed in one side of the first I-shaped steel support (1), and the inclined steel support column (5) is connected to the embedded groove in a clamping mode.
5. The i-steel reinforced steel plate composite shear wall according to claim 1, wherein: the number of the inclined steel support columns (5) is four, and the size specifications of the four inclined steel support columns (5) are consistent.
6. The i-steel reinforced steel plate composite shear wall according to claim 1, wherein: the number of the second I-steel brackets (2) is two, and the size specifications of the two second I-steel brackets (2) are consistent.
7. The i-steel reinforced steel plate composite shear wall according to claim 1, wherein: the number of the vertical steel bars (7) is a plurality of, and the vertical steel bars (7) are vertically arranged on the first I-shaped steel support (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320813946.4U CN219622033U (en) | 2023-04-13 | 2023-04-13 | I-steel rib steel plate composite shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320813946.4U CN219622033U (en) | 2023-04-13 | 2023-04-13 | I-steel rib steel plate composite shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219622033U true CN219622033U (en) | 2023-09-01 |
Family
ID=87774985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320813946.4U Active CN219622033U (en) | 2023-04-13 | 2023-04-13 | I-steel rib steel plate composite shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219622033U (en) |
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2023
- 2023-04-13 CN CN202320813946.4U patent/CN219622033U/en active Active
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