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Underground structure framing advanced standard finalization water stop mounting and pouring construction method
The invention discloses an underground structure framing advanced standard finalization water stop mounting and pouring construction method. The method comprises the following steps: (1) cushion layer treatment: after a base and a side slope are treated, cushion layer concrete of a post-cast strip foundation is poured, under general conditions, a foundation cushion layer at a post-cast strip, a basement bottom plate and a cushion layer of a bearing platform are poured, on-site concrete stirring needs to be strictly prepared according to a designed mixing ratio, meanwhile, the water consumption is adjusted according to the actual water content of sand and stone, and the water content is adjusted according to the actual water content of the sand and the stone; according to the underground structure framing advanced standard finalization water stop installation and pouring construction method, construction is conducted through the construction method, a side plate and a bottom plate structure of an outer wall of a basement are integrated, water-proof treatment is conducted in advance, soil can be backfilled integrally after basement construction is completed, a construction site is increased when an overground part is constructed, the construction efficiency is improved, and the construction cost is reduced. And the operation and the construction period of the overground part construction are facilitated, and more operation space is provided for projects with narrow construction sites.
本发明公开了一种地下结构分幅超前标准定型化止水安装浇筑施工方法,1)垫层处理:完成、基底及边坡处理好之后浇注后浇带基础的垫层混凝土,在一般情况下,后浇带处基础垫层和地下室底板、承台的垫层‑起浇注,现场搅拌混凝土要严格按照设计配合比进行配料,同时根据砂、石的实际含水率调整用水量,所有配制混凝土的材料要称重计量,该地下结构分幅超前标准定型化止水安装浇筑施工方法,采用本工法施工,地下室外墙侧板及底板结构自成一体,事先已将防水处理,地下室施工完成后即可整体回填土,给地上部分施工时增加施工场地,对地上部分施工的操作和工期有利,为施工现场场地狭小的项目提供更多的操作空间。
Underground structure framing advanced standard finalization water stop mounting and pouring construction method
The invention discloses an underground structure framing advanced standard finalization water stop mounting and pouring construction method. The method comprises the following steps: (1) cushion layer treatment: after a base and a side slope are treated, cushion layer concrete of a post-cast strip foundation is poured, under general conditions, a foundation cushion layer at a post-cast strip, a basement bottom plate and a cushion layer of a bearing platform are poured, on-site concrete stirring needs to be strictly prepared according to a designed mixing ratio, meanwhile, the water consumption is adjusted according to the actual water content of sand and stone, and the water content is adjusted according to the actual water content of the sand and the stone; according to the underground structure framing advanced standard finalization water stop installation and pouring construction method, construction is conducted through the construction method, a side plate and a bottom plate structure of an outer wall of a basement are integrated, water-proof treatment is conducted in advance, soil can be backfilled integrally after basement construction is completed, a construction site is increased when an overground part is constructed, the construction efficiency is improved, and the construction cost is reduced. And the operation and the construction period of the overground part construction are facilitated, and more operation space is provided for projects with narrow construction sites.
本发明公开了一种地下结构分幅超前标准定型化止水安装浇筑施工方法,1)垫层处理:完成、基底及边坡处理好之后浇注后浇带基础的垫层混凝土,在一般情况下,后浇带处基础垫层和地下室底板、承台的垫层‑起浇注,现场搅拌混凝土要严格按照设计配合比进行配料,同时根据砂、石的实际含水率调整用水量,所有配制混凝土的材料要称重计量,该地下结构分幅超前标准定型化止水安装浇筑施工方法,采用本工法施工,地下室外墙侧板及底板结构自成一体,事先已将防水处理,地下室施工完成后即可整体回填土,给地上部分施工时增加施工场地,对地上部分施工的操作和工期有利,为施工现场场地狭小的项目提供更多的操作空间。
Underground structure framing advanced standard finalization water stop mounting and pouring construction method
一种地下结构分幅超前标准定型化止水安装浇筑施工方法
YANG YUAN (Autor:in) / YANG JUN (Autor:in) / QIU QIUHUA (Autor:in) / WEI YANPING (Autor:in) / ZHANG QIWEN (Autor:in) / WEI BIN (Autor:in) / LIANG ZHAOWEI (Autor:in) / KONG DEFU (Autor:in) / ZHENG QIUXIA (Autor:in) / LAN XIANGBI (Autor:in)
11.04.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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