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Construction method adopting deep foundation pit support anchor structure for supporting
The invention belongs to the technical field of infrastructure construction, and discloses a construction method adopting a deep foundation pit support anchor structure for supporting. The construction method comprises the following steps that water stop curtain construction is carried out through a stirring pile; supporting piles and stand column piles are constructed; earthworks at a construction site are excavated; crown beams and inner supports are constructed; anchor rods and hanging net ejector anchors are constructed; and inner support are replaced and detached. The method is novel in design, and it is effectively ensured that deep foundation pit displacement and surrounding building sedimentation are within specifications; vertical space of a foundation pit is not occupied, large equipment can be used for construction during earthwork excavation, soil does not need to be dumped or transferred, and earthwork excavation is facilitated; installation of the large equipment during later main body construction is facilitated; the supports only need to be replaced once during later main body construction, main body construction and backfilling of the foundation pit are facilitated; and the working procedure is simple, and the construction efficiency is improved.
本发明属于基建施工技术领域,公开了一种采用深基坑撑锚结构支护的施工方法,包括:通过搅拌桩进行止水帷幕施工;进行支护桩、立柱桩施工;施工点土方开挖;进行冠梁、内支撑施工;进行锚杆、挂网喷锚施工;内支撑换撑及拆除施工。本发明设计新颖,有效的保证深基坑位移和周边建(造)物沉降在规范以内;不占基坑竖向空间,土方开挖时可采用大型设备进行施工,不需要倒土或转运,便于土方开挖;对后期主体施工大型设备安装有利;后期主体施工时只需换撑一道,便于主体施工和基坑回填;工序简单,提高了施工效率。
Construction method adopting deep foundation pit support anchor structure for supporting
The invention belongs to the technical field of infrastructure construction, and discloses a construction method adopting a deep foundation pit support anchor structure for supporting. The construction method comprises the following steps that water stop curtain construction is carried out through a stirring pile; supporting piles and stand column piles are constructed; earthworks at a construction site are excavated; crown beams and inner supports are constructed; anchor rods and hanging net ejector anchors are constructed; and inner support are replaced and detached. The method is novel in design, and it is effectively ensured that deep foundation pit displacement and surrounding building sedimentation are within specifications; vertical space of a foundation pit is not occupied, large equipment can be used for construction during earthwork excavation, soil does not need to be dumped or transferred, and earthwork excavation is facilitated; installation of the large equipment during later main body construction is facilitated; the supports only need to be replaced once during later main body construction, main body construction and backfilling of the foundation pit are facilitated; and the working procedure is simple, and the construction efficiency is improved.
本发明属于基建施工技术领域,公开了一种采用深基坑撑锚结构支护的施工方法,包括:通过搅拌桩进行止水帷幕施工;进行支护桩、立柱桩施工;施工点土方开挖;进行冠梁、内支撑施工;进行锚杆、挂网喷锚施工;内支撑换撑及拆除施工。本发明设计新颖,有效的保证深基坑位移和周边建(造)物沉降在规范以内;不占基坑竖向空间,土方开挖时可采用大型设备进行施工,不需要倒土或转运,便于土方开挖;对后期主体施工大型设备安装有利;后期主体施工时只需换撑一道,便于主体施工和基坑回填;工序简单,提高了施工效率。
Construction method adopting deep foundation pit support anchor structure for supporting
一种采用深基坑撑锚结构支护的施工方法
YANG YIMING (Autor:in) / ZHOU BAOSHENG (Autor:in) / XU YAFEI (Autor:in) / XIAO SHUAI (Autor:in) / WANG ZHIQIANG (Autor:in) / WANG HONGTAO (Autor:in) / LIANG SHENG (Autor:in)
11.09.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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