A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear wall cantilever reinforcing structure, construction method and building construction method
The invention relates to the technical field of building construction, in particular to a shear wall cantilever reinforcing structure, a construction method and a building construction method. The shear wall cantilever reinforcing structure comprises an opposite-pulling component, a wall body embedded part and a core tube embedded part, wherein the wall body embedded part is embedded into a cantilever wall body; the core tube embedded part is embedded into a core tube; and the opposite-pulling component is fixedly arranged between the wall body embedded part and the core tube embedded part. The shear wall cantilever reinforcing structure, the construction method and the building construction method provided by the invention have the following effects that the wall body embedded part and the core tube embedded part fix the opposite-pulling component between the cantilever wall body and the core tube, the opposite-pulling component reinforces the cantilever wall body, and the cantilever wall body keeps stable under the condition that the cantilever wall body is subjected to a wind load, namely the self weight of a creeping formwork frame body, so that the core tube structure and the shear wall cantilever structure which are too high can continue to adopt the creeping formwork construction method, construction steps are simplified, and the construction period is shortened.
本申请涉及建筑施工技术领域，尤其是涉及一种剪力墙悬挑加固结构、施工方法以及建筑施工方法，剪力墙悬挑加固结构包括对拉构件、墙体预埋件和核心筒预埋件，所述墙体预埋件预埋在悬挑墙体内，所述核心筒预埋件预埋在核心筒内，所述对拉构件固设在墙体预埋件和核心筒预埋件之间。本申请具有以下效果：墙体预埋件和核心筒预埋件将对拉构件固定在悬挑墙体和核心筒之间，使对拉构件对悬挑墙体进行加固，以使得悬挑墙体在受风载荷即爬模架体自重的情况下保持稳定，从而使得高度过高的核心筒结构和剪力墙悬挑结构均可以继续采用爬模施工的方法，以简化施工步骤，缩短施工周期。
Shear wall cantilever reinforcing structure, construction method and building construction method
The invention relates to the technical field of building construction, in particular to a shear wall cantilever reinforcing structure, a construction method and a building construction method. The shear wall cantilever reinforcing structure comprises an opposite-pulling component, a wall body embedded part and a core tube embedded part, wherein the wall body embedded part is embedded into a cantilever wall body; the core tube embedded part is embedded into a core tube; and the opposite-pulling component is fixedly arranged between the wall body embedded part and the core tube embedded part. The shear wall cantilever reinforcing structure, the construction method and the building construction method provided by the invention have the following effects that the wall body embedded part and the core tube embedded part fix the opposite-pulling component between the cantilever wall body and the core tube, the opposite-pulling component reinforces the cantilever wall body, and the cantilever wall body keeps stable under the condition that the cantilever wall body is subjected to a wind load, namely the self weight of a creeping formwork frame body, so that the core tube structure and the shear wall cantilever structure which are too high can continue to adopt the creeping formwork construction method, construction steps are simplified, and the construction period is shortened.
本申请涉及建筑施工技术领域，尤其是涉及一种剪力墙悬挑加固结构、施工方法以及建筑施工方法，剪力墙悬挑加固结构包括对拉构件、墙体预埋件和核心筒预埋件，所述墙体预埋件预埋在悬挑墙体内，所述核心筒预埋件预埋在核心筒内，所述对拉构件固设在墙体预埋件和核心筒预埋件之间。本申请具有以下效果：墙体预埋件和核心筒预埋件将对拉构件固定在悬挑墙体和核心筒之间，使对拉构件对悬挑墙体进行加固，以使得悬挑墙体在受风载荷即爬模架体自重的情况下保持稳定，从而使得高度过高的核心筒结构和剪力墙悬挑结构均可以继续采用爬模施工的方法，以简化施工步骤，缩短施工周期。
Shear wall cantilever reinforcing structure, construction method and building construction method
剪力墙悬挑加固结构、施工方法以及建筑施工方法
WU CHAOYANG (author) / SHI YANG (author) / LI YING (author) / LIU WEI (author) / XU ZHENGGUANG (author) / LIU JUN (author) / CHEN XINGJUN (author)
2021-08-27
Patent
Electronic Resource
Chinese
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