A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cast-in-place weight-reduction infilled wall and construction method thereof
The invention discloses a cast-in-place weight-reducing filler wall and a construction method thereof, the cast-in-place weight-reducing filler wall and a shear wall are poured at the same time, and the cast-in-place weight-reducing filler wall and the shear wall are poured at the same time. The filler wall framework is formed by binding reinforcing steel bars, and the filler wall framework is partially connected with the shear wall; the weight reducing blocks are mounted in the filler wall framework at intervals; the limiting devices are connected with the weight reducing blocks to fix the weight reducing blocks, and the two ends of limiting ribs of the limiting devices are connected with the filler wall framework; and after the isolation assembly, the filler wall framework, the weight reducing block and the limiting device are installed, concrete is poured to form a wall body. The invention further discloses a construction method of the cast-in-place weight reduction infilled wall. The technical problem that an existing wall cannot meet the rapid construction requirement of an aluminum formwork climbing frame system is solved.
本发明公开一种现浇减重填充墙及其施工方法，与剪力墙同时浇筑，涉及建筑工程施工技术领域，现浇减重填充墙包括：隔离组件，隔离组件与剪力墙连接；填充墙骨架，填充墙骨架由钢筋绑扎而成，且填充墙骨架部分与剪力墙相连；多块减重块，减重块间隔安装于填充墙骨架内部；多个限位装置，限位装置与减重块连接以完成减重块的固定，且限位装置的限位筋两端分别与填充墙骨架连接；隔离组件、填充墙骨架、减重块和限位装置安装完成后浇筑混凝土以形成墙体。本发明还公开了上述现浇减重填充墙的施工方法，本发明解决了现有的墙体无法满足铝模爬架体系的快速施工要求的技术问题。
Cast-in-place weight-reduction infilled wall and construction method thereof
The invention discloses a cast-in-place weight-reducing filler wall and a construction method thereof, the cast-in-place weight-reducing filler wall and a shear wall are poured at the same time, and the cast-in-place weight-reducing filler wall and the shear wall are poured at the same time. The filler wall framework is formed by binding reinforcing steel bars, and the filler wall framework is partially connected with the shear wall; the weight reducing blocks are mounted in the filler wall framework at intervals; the limiting devices are connected with the weight reducing blocks to fix the weight reducing blocks, and the two ends of limiting ribs of the limiting devices are connected with the filler wall framework; and after the isolation assembly, the filler wall framework, the weight reducing block and the limiting device are installed, concrete is poured to form a wall body. The invention further discloses a construction method of the cast-in-place weight reduction infilled wall. The technical problem that an existing wall cannot meet the rapid construction requirement of an aluminum formwork climbing frame system is solved.
本发明公开一种现浇减重填充墙及其施工方法，与剪力墙同时浇筑，涉及建筑工程施工技术领域，现浇减重填充墙包括：隔离组件，隔离组件与剪力墙连接；填充墙骨架，填充墙骨架由钢筋绑扎而成，且填充墙骨架部分与剪力墙相连；多块减重块，减重块间隔安装于填充墙骨架内部；多个限位装置，限位装置与减重块连接以完成减重块的固定，且限位装置的限位筋两端分别与填充墙骨架连接；隔离组件、填充墙骨架、减重块和限位装置安装完成后浇筑混凝土以形成墙体。本发明还公开了上述现浇减重填充墙的施工方法，本发明解决了现有的墙体无法满足铝模爬架体系的快速施工要求的技术问题。
Cast-in-place weight-reduction infilled wall and construction method thereof
一种现浇减重填充墙及其施工方法
ZHANG BIN (author) / HAN ZHITENG (author) / WEI AIHUA (author) / JIAO QIGUI (author) / DING YOUGEN (author) / LI ZHUQUAN (author) / GUI JIRONG (author) / ZHANG YINGCHUN (author)
2022-09-23
Patent
Electronic Resource
Chinese
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