CN216239126U - Built-in prefabricated member shear wall - Google Patents
Built-in prefabricated member shear wall Download PDFInfo
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- CN216239126U CN216239126U CN202122790177.4U CN202122790177U CN216239126U CN 216239126 U CN216239126 U CN 216239126U CN 202122790177 U CN202122790177 U CN 202122790177U CN 216239126 U CN216239126 U CN 216239126U
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- steel bars
- reinforcing steel
- support frame
- reinforcing
- bar
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Abstract
The utility model discloses a built-in prefabricated member shear wall, which belongs to the technical field of shear walls and comprises a wall body, wherein a plurality of longitudinally arranged first reinforcing steel bars and a plurality of transversely arranged second reinforcing steel bars are arranged in the wall body, the first reinforcing steel bars and the second reinforcing steel bars are arranged in an intersecting manner, the angular points of the first reinforcing steel bars and the second reinforcing steel bars are fixed through connecting pieces, a prefabricated member is arranged between the first reinforcing steel bars and the second reinforcing steel bars, the prefabricated member comprises a support frame, the support frame is arranged in a cross frame shape, external threads are arranged at the end parts of the support frame, the end parts of the support frame are rotatably connected with support rods through the external threads, threaded holes matched with the external threads are arranged in the support rods, one ends of the support rods, far away from the support frame, are connected with fixing ropes, the length of the support rods is adjusted through the arrangement, and then the support rods are fixed on the first reinforcing steel bars and the second reinforcing steel bars through the fixing ropes, so that the support rods can play a role of supporting the first reinforcing steel bars and the second reinforcing steel bars, and then make reinforcing bar one and reinforcing bar two can not take place deformation at the in-process of pouring, promote the stability of shear force wall.
Description
Technical Field
The utility model relates to the technical field of shear walls, in particular to a built-in prefabricated member shear wall.
Background
Shear walls (shear walls) are also known as wind resistant walls, earthquake resistant walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. Also known as earthquake resistant walls, are generally made of reinforced concrete.
At the in-process of pouring the shear wall with cement, at first need build the template to need set up the steel frame support in the template, then pour cement in to the template again, thereby accomplish pouring of shear wall, but at the in-process of pouring cement, the support of putting up the reinforcing bar produces deformation easily, thereby can make the anti-wind of shear wall, antidetonation effect not enough, consequently need before pouring the shear wall, need be at a prefab of its internal installation, in order to solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a built-in prefabricated member shear wall to solve the problems mentioned in the technical background.
The technical purpose of the utility model is realized by the following technical scheme: the utility model provides a built-in prefab shear force wall, includes the wall body, be equipped with the vertical reinforcing bar one that sets up of a plurality of and the horizontal a plurality of reinforcing bar two that sets up in the wall body, just reinforcing bar one is crossing setting with reinforcing bar two, and reinforcing bar one is fixed through the connecting piece with the angle point department of reinforcing bar two, be equipped with the prefab between reinforcing bar one and the reinforcing bar two, the prefab is including the support frame, just the support frame is the setting of cross type, the tip of support frame all is equipped with the external screw thread, the tip of support frame all is connected with the bracing piece through the external screw thread rotation, just be equipped with in the bracing piece with the screw hole of external screw thread looks adaptation, the bracing piece is kept away from the one end of support frame is connected with fixed rope.
As a further scheme of the utility model: the support rod is perpendicular to the first reinforcing steel bar and the second reinforcing steel bar.
As a further scheme of the utility model: the fixed rope is a flexible steel wire rope.
As a further scheme of the utility model: the support frame and the support rod are both made of steel.
As a further scheme of the utility model: the connecting piece is made of steel wires.
In conclusion, the utility model has the following beneficial effects:
1. be equipped with the reinforcing bar one of the vertical setting of a plurality of and the reinforcing bar two of the horizontal setting of a plurality of in the wall body, be equipped with the support frame in reinforcing bar one and reinforcing bar two, the tip of support frame is connected with the bracing piece through the external screw thread rotation, and the end connection of bracing piece has fixed rope, through so setting up, the bracing piece can be fixed on reinforcing bar one and reinforcing bar two through fixed rope, make the bracing piece on the support frame can play the effect of support to reinforcing bar one and reinforcing bar two, thereby when watering cement, reinforcing bar one and reinforcing bar two more firm with be difficult to take place deformation, thereby promote the stability of shear force wall.
2. The bracing piece is connected with through the external screw thread rotation to the bracing piece can be rotated according to the distance between the reinforcing bar one and the distance between the reinforcing bar two, makes the bracing piece rotate on the support frame, thereby can adjust the length of bracing piece, and then makes the suitability of this prefab stronger.
Drawings
FIG. 1 is a front view of the present invention;
FIG. 2 is a schematic structural diagram of the support frame of the present invention;
FIG. 3 is a schematic view of an assembly structure of the support frame of the present invention;
in the figure: 1. a wall body; 2. reinforcing steel bars I; 3. reinforcing steel bars II; 4. a connecting member; 5. a support frame; 6. a support bar; 7. fixing a rope; 8. an external thread; 9. a threaded bore.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. 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.
The utility model provides the following technical scheme;
as shown in fig. 1-3, a shear wall with a built-in prefabricated part comprises a wall body 1, wherein a plurality of longitudinally arranged first reinforcing steel bars 2 and a plurality of transversely arranged second reinforcing steel bars 3 are arranged in the wall body 1, the first reinforcing steel bars 2 and the second reinforcing steel bars 3 are arranged in an intersecting manner, the corner points of the first reinforcing steel bars 2 and the second reinforcing steel bars 3 are fixed through connecting pieces 4, a prefabricated part is arranged between the first reinforcing steel bars 2 and the second reinforcing steel bars 3, the prefabricated part comprises a support frame 5, the support frame 5 is arranged in a cross frame shape, external threads 8 are arranged at the end part of the support frame 5, a support rod 6 is rotatably connected at the end part of the support frame 5 through the external threads 8, a threaded hole 9 matched with the external threads 8 is arranged in the support rod 6, one end, far away from the support frame 5, of the support rod 6 is connected with a fixing rope 7, before the shear wall is poured, the support frame is firstly built by the steel bars in a formwork, the first reinforcing steel bars 2 are longitudinally arranged in the formwork, the second reinforcing steel bars 3 are transversely arranged in the template, then the longitudinally arranged first reinforcing steel bars 2 and the transversely arranged second reinforcing steel bars 3 are fixedly connected together through the connecting pieces 4, at the moment, the supporting frames 5 are arranged between the first reinforcing steel bars 2 and between the second reinforcing steel bars 3, then the support rod 6 is rotated to make the support rod 6 contact with the first steel bar 2 and the second steel bar 3, so that the support rod 6 can support the first steel bar 2 and the second steel bar 3, and the support bar 6 is fixed on the first steel bar 2 and the second steel bar 3 through the fixing rope 7, and the support bar 6 on the support frame 5 can support the first steel bar 2 and the second steel bar 3 through the operation, then cement is poured into the template, the first reinforcing steel bar 2 and the second reinforcing steel bar 3 which are supported by the support frame 5 and the support rod 6 are not easy to deform, the shear wall after being poured is more stable, and the performances of earthquake resistance, wind resistance and other disasters can be improved.
Specifically, the method comprises the following steps: bracing piece 6 and reinforcing bar 2 and two 3 mutually perpendicular of reinforcing bar through so setting up for 6 can be better support reinforcing bar 2 and two 3 of reinforcing bar, thereby make reinforcing bar 2 and two 3 of reinforcing bar difficult emergence deformations when pouring, promote its stability.
Specifically, the method comprises the following steps: fixed rope 7 is flexible wire rope, through so setting up for fixed rope 7 can be convenient fix on reinforcing bar one 2 and reinforcing bar two 3, thereby make the bracing piece 6 can be more convenient fix on reinforcing bar one 2 and reinforcing bar two 3.
Specifically, the method comprises the following steps: support frame 5 all adopts steel to make with bracing piece 6, through so setting up for support bar 2 and two 3 of reinforcing bar that support frame 5 and bracing piece 6's intensity can be better, thereby make steel bar support's intensity higher, be difficult for taking place deformation when watering cement.
Specifically, the method comprises the following steps: connecting piece 4 adopts the steel wire to make, through so setting up for use connecting piece 4 that the staff can be better fixes reinforcing bar 2 and reinforcing bar two 3, thereby can effectual promotion work efficiency.
The working principle of the built-in prefabricated member shear wall is as follows:
when the shear wall is poured, firstly, a steel bar support is required to be built in the template, at the moment, a first steel bar 2 is longitudinally arranged on the template, a second steel bar 3 is transversely arranged on the template, the first steel bar 2 and the second steel bar 3 are fixed through a connecting piece 4, then a support frame 5 is arranged between the first reinforcing steel bar 2 and the second reinforcing steel bar 3, then the support rod 6 is rotated, so that the support rod 6 rotates through an external thread 8 at the end part of the support frame 5, and the end of the support rod 6 is rotated to be in contact with the first steel bar 2 and the second steel bar 3, so that the support rod 6 can support the first steel bar 2 and the second steel bar 3, then the support bar 6 is fixed on the first reinforcing steel bar 2 and the second reinforcing steel bar 3 through the fixing rope 7 at the end part of the support bar, make support frame 5 and bracing piece 6 can support reinforcing bar 2 and two 3 of reinforcing bar for the difficult deformation that takes place of steel bar support, then pouring cement in to the template, accomplish pouring of shear force wall.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.
Claims (5)
1. A built-in prefabricated member shear wall comprises a wall body (1), and is characterized in that;
a plurality of longitudinally arranged first steel bars (2) and a plurality of transversely arranged second steel bars (3) are arranged in the wall body (1), the first steel bars (2) and the second steel bars (3) are arranged in an intersecting manner, the corner points of the first steel bar (2) and the second steel bar (3) are fixed through a connecting piece (4), a prefabricated part is arranged between the first reinforcing steel bar (2) and the second reinforcing steel bar (3), the prefabricated part comprises a support frame (5), the supporting frame (5) is arranged in a cross shape, the end part of the supporting frame (5) is provided with an external thread (8), the end parts of the supporting frames (5) are rotatably connected with supporting rods (6) through external threads (8), and a threaded hole (9) matched with the external thread (8) is arranged in the supporting rod (6), one end of the support rod (6) far away from the support frame (5) is connected with a fixed rope (7).
2. The shear wall with built-in prefabricated members as claimed in claim 1, wherein: the supporting rod (6) is perpendicular to the first reinforcing steel bar (2) and the second reinforcing steel bar (3).
3. The shear wall with built-in prefabricated members as claimed in claim 1, wherein: the fixed rope (7) is a flexible steel wire rope.
4. The shear wall with built-in prefabricated members as claimed in claim 1, wherein: the support frame (5) and the support rod (6) are both made of steel.
5. The shear wall with built-in prefabricated members as claimed in claim 1, wherein: the connecting piece (4) is made of steel wires.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122790177.4U CN216239126U (en) | 2021-11-15 | 2021-11-15 | Built-in prefabricated member shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122790177.4U CN216239126U (en) | 2021-11-15 | 2021-11-15 | Built-in prefabricated member shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216239126U true CN216239126U (en) | 2022-04-08 |
Family
ID=80941842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122790177.4U Active CN216239126U (en) | 2021-11-15 | 2021-11-15 | Built-in prefabricated member shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216239126U (en) |
-
2021
- 2021-11-15 CN CN202122790177.4U patent/CN216239126U/en active Active
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