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Outer wall structure of sinking courtyard and construction method of outer wall structure
According to the outer wall structure of the sunken courtyard and the construction method of the outer wall structure, a plate face steel reinforcement framework, supporting piles of a foundation pit and anchoring piles on the outer sides of the supporting piles are connected into a whole through tie assemblies and external connection steel bars, and the outer wall soil pressure is transmitted to the supporting piles and the anchoring piles so that the stability of the outer wall structure can be improved. The problem that an ultrahigh concrete thin-wall decorative outer wall of a sunken courtyard is poor in stability is solved.
本发明公开了一种下沉庭院的外墙结构及其施工方法,通过拉结组件和外联钢筋将板面钢筋骨架与基坑的支护桩和支护桩外侧的锚定桩连接形成成体,将外墙土压力传至支护桩和锚定桩以提高外墙结构的稳定性。本发明解决了下沉庭院的超高混凝土薄壁装饰外墙存在稳定性差的问题。
Outer wall structure of sinking courtyard and construction method of outer wall structure
According to the outer wall structure of the sunken courtyard and the construction method of the outer wall structure, a plate face steel reinforcement framework, supporting piles of a foundation pit and anchoring piles on the outer sides of the supporting piles are connected into a whole through tie assemblies and external connection steel bars, and the outer wall soil pressure is transmitted to the supporting piles and the anchoring piles so that the stability of the outer wall structure can be improved. The problem that an ultrahigh concrete thin-wall decorative outer wall of a sunken courtyard is poor in stability is solved.
本发明公开了一种下沉庭院的外墙结构及其施工方法,通过拉结组件和外联钢筋将板面钢筋骨架与基坑的支护桩和支护桩外侧的锚定桩连接形成成体,将外墙土压力传至支护桩和锚定桩以提高外墙结构的稳定性。本发明解决了下沉庭院的超高混凝土薄壁装饰外墙存在稳定性差的问题。
Outer wall structure of sinking courtyard and construction method of outer wall structure
下沉庭院的外墙结构及其施工方法
CONG LI (author) / ZHAO WENJIE (author) / WANG KAI (author) / GAO JIAN (author) / ZHANG YUANHUI (author) / JI LIUYU (author)
2023-05-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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