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Fabricated shear wall system and construction method thereof
The invention relates to a fabricated shear wall system and a construction method thereof. The fabricated shear wall system comprises a prefabricated shear outer wall, a prefabricated shear inner wall, a beam component, a steel plate box and a prefabricated floor slab. The shear inner wall and the shear outer wall are connected to form a wall body, the steel plate box is arranged on the inner side of the wall body and connected with the shear outer wall and the shear inner wall, an insertion opening is formed in the side, away from the wall body, of the steel plate box, the beam component is inserted into the insertion opening, concrete is poured into the insertion opening, and the prefabricated floor slab is located on the beam component and connected with the beam component. That is to say, the shear inner wall, the shear outer wall and the prefabricated floor slab which are prefabricated are adopted, the steel plate box is directly adopted to connect the shear inner wall and the shear outer wall together, then the beam component is inserted into the steel plate box, concrete is poured for fixing, and then the prefabricated floor slab is installed on the beam component, so that the whole site construction operation can be completed. The on-site construction operation is simple and efficient, and the on-site construction progress can be accelerated to a certain degree.
本公开涉及装配式剪力墙系统及其施工方法,该装配式剪力墙系统包括预制成型的剪力外墙、预制成型的剪力内墙、梁构件、钢板盒以及预制楼板;剪力内墙与剪力外墙连接形成墙体,钢板盒设置在墙体的内侧且分别与剪力外墙和剪力内墙连接,钢板盒的背离墙体的一侧具有插口,梁构件插设在插口内且插口内浇筑有混凝土,预制楼板位于梁构件上且与梁构件连接。也就是说,通过采用预制成型的剪力内墙、剪力外墙和预制楼板,直接采用钢板盒将剪力内墙和剪力外墙连接在一起后将梁构件插设在钢板盒内并浇筑混凝土进行固定,再将预制楼板安装在梁构件上即可完成整个现场施工操作,该现场施工操作简单高效,可以在一定程度上加快现场施工进程。
Fabricated shear wall system and construction method thereof
The invention relates to a fabricated shear wall system and a construction method thereof. The fabricated shear wall system comprises a prefabricated shear outer wall, a prefabricated shear inner wall, a beam component, a steel plate box and a prefabricated floor slab. The shear inner wall and the shear outer wall are connected to form a wall body, the steel plate box is arranged on the inner side of the wall body and connected with the shear outer wall and the shear inner wall, an insertion opening is formed in the side, away from the wall body, of the steel plate box, the beam component is inserted into the insertion opening, concrete is poured into the insertion opening, and the prefabricated floor slab is located on the beam component and connected with the beam component. That is to say, the shear inner wall, the shear outer wall and the prefabricated floor slab which are prefabricated are adopted, the steel plate box is directly adopted to connect the shear inner wall and the shear outer wall together, then the beam component is inserted into the steel plate box, concrete is poured for fixing, and then the prefabricated floor slab is installed on the beam component, so that the whole site construction operation can be completed. The on-site construction operation is simple and efficient, and the on-site construction progress can be accelerated to a certain degree.
本公开涉及装配式剪力墙系统及其施工方法,该装配式剪力墙系统包括预制成型的剪力外墙、预制成型的剪力内墙、梁构件、钢板盒以及预制楼板;剪力内墙与剪力外墙连接形成墙体,钢板盒设置在墙体的内侧且分别与剪力外墙和剪力内墙连接,钢板盒的背离墙体的一侧具有插口,梁构件插设在插口内且插口内浇筑有混凝土,预制楼板位于梁构件上且与梁构件连接。也就是说,通过采用预制成型的剪力内墙、剪力外墙和预制楼板,直接采用钢板盒将剪力内墙和剪力外墙连接在一起后将梁构件插设在钢板盒内并浇筑混凝土进行固定,再将预制楼板安装在梁构件上即可完成整个现场施工操作,该现场施工操作简单高效,可以在一定程度上加快现场施工进程。
Fabricated shear wall system and construction method thereof
装配式剪力墙系统及其施工方法
LIU XIAOWU (author) / XU BIN (author) / YIN ZHENG (author) / LIU XUECHUN (author) / CUI YUE (author) / CHEN XUESEN (author)
2023-04-07
Patent
Electronic Resource
Chinese
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