CN216475747U - Full cast-in-place concrete outer wall in shear wall structure - Google Patents
Full cast-in-place concrete outer wall in shear wall structure Download PDFInfo
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- CN216475747U CN216475747U CN202122485929.6U CN202122485929U CN216475747U CN 216475747 U CN216475747 U CN 216475747U CN 202122485929 U CN202122485929 U CN 202122485929U CN 216475747 U CN216475747 U CN 216475747U
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- benzene
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Abstract
The utility model discloses a full cast-in-place concrete outer wall in a shear wall structure, which comprises connecting reinforcing steel bars, wherein one part of the connecting reinforcing steel bars extends into the shear wall and is welded with the reinforcing steel bars of the shear wall, the connecting reinforcing steel bars and the shear wall are filled with polystyrene boards, and concrete is poured on the connecting reinforcing steel bars to form a concrete structure outer wall. The device can simplify the work progress, saves the engineering time, improves the efficiency of construction greatly.
Description
Technical Field
The utility model relates to a concrete outer wall, in particular to a full cast-in-place concrete outer wall in a shear wall structure.
Background
At present, in high-rise buildings, concrete shear walls and brick walls are generally used as outer walls except for windows, the shear walls are generally poured by concrete firstly, then the rest walls are built by bricks, the two construction methods cannot be carried out synchronously, and the rest walls can be built by bricks only after the shear walls are completely poured firstly, so that the construction time is long and the efficiency is low.
SUMMERY OF THE UTILITY MODEL
In view of the above-mentioned drawbacks or deficiencies in the prior art, it would be desirable to provide a fully cast-in-place concrete exterior wall in a shear wall structure.
According to the technical scheme provided by the embodiment of the application, the full cast-in-place concrete outer wall in the shear wall structure comprises connecting reinforcing steel bars, wherein one part of the connecting reinforcing steel bars extends into the shear wall and is anchored with the reinforcing steel bars in the shear wall, the middle of each connecting reinforcing steel bar and the corresponding shear wall is filled with a polystyrene board, concrete is poured on the connecting reinforcing steel bars, and the connecting reinforcing steel bars and the concrete form the cast-in-place concrete structure outer wall;
the benzene plate is of a segmented structure and consists of three benzene plates with different sizes, namely a first benzene plate, a second benzene plate and a third benzene plate; the first benzene board is located the bottom of sluice gate, the second benzene board is located the upper end of first benzene board, the third benzene board is located the upper end of second benzene board.
In the present invention, the polystyrene board is made of expandable polystyrene beads.
In the utility model, the connecting steel bar is a straight steel bar and comprises one of a stress bar, a frame bar and a distribution bar.
In the utility model, the area of the first benzene plate is larger than that of the second benzene plate, and the area of the third benzene plate is smaller than that of the second benzene plate.
To sum up, the beneficial effect of this application: the device can simplify the work progress, saves the engineering time, improves the efficiency of construction greatly.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
FIG. 1 is an elevational view of the present invention;
FIG. 2 is a schematic cross-sectional view A-A of the present invention;
FIG. 3 is a schematic structural diagram of a benzene plate according to the present invention.
Reference numbers in the figures: 1. connecting reinforcing steel bars; 2. benzene board; 3. concrete; 4. a shear wall; 21. a first benzene board, 22 and a second benzene board; 23. and a third benzene board.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and are not limiting of the utility model. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
As shown in fig. 1, the fully cast-in-place concrete outer wall in the shear wall structure comprises connecting steel bars 1, wherein a part of the connecting steel bars 1 extends into a shear wall 4 and is anchored with steel bars in the shear wall 4, the connecting steel bars 1 and the shear wall 4 are filled with polystyrene boards 2, concrete 3 is poured on the connecting steel bars 1, and the connecting steel bars 1 and the concrete 3 form the cast-in-place concrete structure outer wall; as shown in fig. 3, the benzene board 2 has a segmented structure, and the benzene board 2 is composed of three benzene boards with different sizes, namely, the first benzene board 21, the second benzene board 22 and the third benzene board 23; the first benzene board 21 is located the bottom of sluice gate, the second benzene board 22 is located the upper end of first benzene board 21, the third benzene board 23 is located the upper end of second benzene board 22. The area of the first benzene plate 21 is larger than that of the second benzene plate 22, and the area of the third benzene plate 23 is smaller than that of the second benzene plate 22. The polystyrene board 2 is composed of expandable polystyrene beads. The connecting steel bar 1 is a straight steel bar and comprises one of a stress bar, a frame bar and a distribution bar.
As shown in fig. 2, the shear wall 4 serves as a containment wall between each floor.
In the construction process, the position of the shear wall 4 is calculated and determined, the steel bars of the shear wall 4 and the cast-in-place concrete outer wall are respectively constructed, the benzene board is filled between the two walls, and then the concrete 3 is used for pouring.
The foregoing description is only exemplary of the preferred embodiments of the application and is provided for the purpose of illustrating the general principles of the technology and the like. Meanwhile, the scope of the present invention is not limited to the specific combinations of the above-described technical features, and other technical features that are arbitrarily combined with each other or equivalent features may be included without departing from the scope of the present invention. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (4)
1. The utility model provides a full cast in situ concrete outer wall in shear wall structure, includes connecting reinforcement (1), characterized by: a part of the connecting steel bar (1) extends into the shear wall (4) and is anchored with the steel bar in the shear wall (4), the middle of the connecting steel bar (1) and the shear wall (4) is filled with a polystyrene board (2), concrete (3) is poured on the connecting steel bar (1), and the connecting steel bar (1) and the concrete (3) form an outer wall of the cast-in-place concrete structure;
the benzene plate (2) adopts a segmented structure, and the benzene plate (2) consists of three benzene plates with different sizes, namely a first benzene plate (21), a second benzene plate (22) and a third benzene plate (23); the first benzene board (21) are located the bottom of brake entrance, second benzene board (22) are located the upper end of first benzene board (21), third benzene board (23) are located the upper end of second benzene board (22).
2. The all-in-place concrete outer wall in the shear wall structure according to claim 1, wherein: the polystyrene board (2) is composed of expandable polystyrene beads.
3. The fully cast-in-place concrete exterior wall in a shear wall structure according to claim 1, wherein: the connecting steel bar (1) is a straight steel bar and comprises one of a stress bar, a standing bar and a distribution bar.
4. The all-in-place concrete outer wall in the shear wall structure according to claim 1, wherein: the area of the first benzene plate (21) is larger than that of the second benzene plate (22), and the area of the third benzene plate (23) is smaller than that of the second benzene plate (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122485929.6U CN216475747U (en) | 2021-10-15 | 2021-10-15 | Full cast-in-place concrete outer wall in shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122485929.6U CN216475747U (en) | 2021-10-15 | 2021-10-15 | Full cast-in-place concrete outer wall in shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216475747U true CN216475747U (en) | 2022-05-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122485929.6U Active CN216475747U (en) | 2021-10-15 | 2021-10-15 | Full cast-in-place concrete outer wall in shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216475747U (en) |
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2021
- 2021-10-15 CN CN202122485929.6U patent/CN216475747U/en active Active
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