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Construction structure and construction method of concrete upside-down hanging well suitable for mucky soil
The invention discloses a construction structure and a construction method of a concrete upside-down hanging well suitable for mucky soil. The construction structure comprises a high-pressure jet grouting pile waterproof curtain and an upside-down hanging well main body; the high-pressure jet grouting pile waterproof curtain comprises a plurality of jet grouting piles; the upside-down hanging well main body is arranged in the high-pressure jet grouting pile waterproof curtain; a pipeline composite foundation is arranged on the position, corresponding to a newly-connected pipe jacking pipeline, of the side face of the high-pressure jet grouting pile waterproof curtain; an upside-down hanging well composite foundation is arranged below the upside-down hanging well main body; the position, close to the lower end, of the upside-down hanging well main body is connected to an existing pipeline and the newly-connected pipe jacking pipeline; a newly-built inspection well is arranged at the middle position of the bottom in the upside-down hanging well main body; and a construction fence is arranged on the ground above the upside-down hanging well main body. In the construction process, firstly, the high-pressure jet grouting pile waterproof curtain is constructed, and then the upside-down hanging well composite foundation, the pipeline composite foundation and the upside-down hanging well main body are sequentially constructed; and finally, the newly-built inspection well is poured in the upside-down hanging well main body. The construction structure and the construction method have the advantages of being suitable for various pipeline materials, complete in pipeline diameter and the like.
本发明公开了适用于淤泥质土的混凝土倒挂井的施工结构及其施工方法,包括高压旋喷桩止水帷幕和倒挂井主体;高压旋喷桩止水帷幕包括若干旋喷桩;倒挂井主体设置于高压旋喷桩止水帷幕内;高压旋喷桩止水帷幕侧面对应新接顶管管道的区域设置管道复合地基;倒挂井主体的下方设有倒挂井复合地基;倒挂井主体靠近下端的位置分别与既有管道和新接顶管管道连接;倒挂井主体内,底部中间位置,设有新建检查井;倒挂井主体上方的地面设有施工围栏。施工中,首先施工高压旋喷桩止水帷幕,然后,依次施工倒挂井复合地基、管道复合地基和倒挂井主体;最后在倒挂井主体内浇筑新建检查井。本发明具有适用管道材料种类多,适用管道管径齐全等优点。
Construction structure and construction method of concrete upside-down hanging well suitable for mucky soil
The invention discloses a construction structure and a construction method of a concrete upside-down hanging well suitable for mucky soil. The construction structure comprises a high-pressure jet grouting pile waterproof curtain and an upside-down hanging well main body; the high-pressure jet grouting pile waterproof curtain comprises a plurality of jet grouting piles; the upside-down hanging well main body is arranged in the high-pressure jet grouting pile waterproof curtain; a pipeline composite foundation is arranged on the position, corresponding to a newly-connected pipe jacking pipeline, of the side face of the high-pressure jet grouting pile waterproof curtain; an upside-down hanging well composite foundation is arranged below the upside-down hanging well main body; the position, close to the lower end, of the upside-down hanging well main body is connected to an existing pipeline and the newly-connected pipe jacking pipeline; a newly-built inspection well is arranged at the middle position of the bottom in the upside-down hanging well main body; and a construction fence is arranged on the ground above the upside-down hanging well main body. In the construction process, firstly, the high-pressure jet grouting pile waterproof curtain is constructed, and then the upside-down hanging well composite foundation, the pipeline composite foundation and the upside-down hanging well main body are sequentially constructed; and finally, the newly-built inspection well is poured in the upside-down hanging well main body. The construction structure and the construction method have the advantages of being suitable for various pipeline materials, complete in pipeline diameter and the like.
本发明公开了适用于淤泥质土的混凝土倒挂井的施工结构及其施工方法,包括高压旋喷桩止水帷幕和倒挂井主体;高压旋喷桩止水帷幕包括若干旋喷桩;倒挂井主体设置于高压旋喷桩止水帷幕内;高压旋喷桩止水帷幕侧面对应新接顶管管道的区域设置管道复合地基;倒挂井主体的下方设有倒挂井复合地基;倒挂井主体靠近下端的位置分别与既有管道和新接顶管管道连接;倒挂井主体内,底部中间位置,设有新建检查井;倒挂井主体上方的地面设有施工围栏。施工中,首先施工高压旋喷桩止水帷幕,然后,依次施工倒挂井复合地基、管道复合地基和倒挂井主体;最后在倒挂井主体内浇筑新建检查井。本发明具有适用管道材料种类多,适用管道管径齐全等优点。
Construction structure and construction method of concrete upside-down hanging well suitable for mucky soil
适用于淤泥质土的混凝土倒挂井的施工结构及其施工方法
ZHANG FANMENG (Autor:in) / WANG ZHIJIN (Autor:in) / LI YANG (Autor:in) / MA JITENG (Autor:in) / ZHU QINGBO (Autor:in) / YUAN DAOHONG (Autor:in)
07.05.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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