Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Soft geological foundation pit excavation construction method for existing line station
The invention relates to the technical field of foundation pit excavation construction, and provides a soft geological foundation pit excavation construction method of an existing line station. The soft geological foundation pit excavation construction method comprises the following steps that S1, construction is prepared; S2, a foundation pit to be excavated is monitored; S3, a main body of the station is excavated; S4, a steel support servo system is arranged on the main body of the station, construction monitoring is performed on excavation of the main body of the station through the steel support servo system, data is automatically monitored, a deformation rule is analyzed and automatic control is performed; and S5, the excavated foundation pit is subjected to leakage water stopping treatment. The construction efficiency of the foundation pit can be improved, the automatic monitoring effect is good, the construction safety is high, and the application range is wide.
本发明适用于基坑开挖施工技术领域，提供了一种既有线车站的软地质基坑开挖施工方法，所述方法包括步骤：S1、施工准备；S2、对待开挖的基坑进行监测；S3、对车站的主体进行开挖；S4、在所述车站的主体上设置钢支撑伺服系统，通过所述钢支撑伺服系统对所述车站的主体开挖进行施工监控、自动化监控数据分析变形规律及自动控制；S5、通过对开挖的基坑进行渗漏止水处理。本发明能够提高基坑的施工效率，自动化监测效果好，施工的安全性高，使用广泛。
Soft geological foundation pit excavation construction method for existing line station
The invention relates to the technical field of foundation pit excavation construction, and provides a soft geological foundation pit excavation construction method of an existing line station. The soft geological foundation pit excavation construction method comprises the following steps that S1, construction is prepared; S2, a foundation pit to be excavated is monitored; S3, a main body of the station is excavated; S4, a steel support servo system is arranged on the main body of the station, construction monitoring is performed on excavation of the main body of the station through the steel support servo system, data is automatically monitored, a deformation rule is analyzed and automatic control is performed; and S5, the excavated foundation pit is subjected to leakage water stopping treatment. The construction efficiency of the foundation pit can be improved, the automatic monitoring effect is good, the construction safety is high, and the application range is wide.
本发明适用于基坑开挖施工技术领域，提供了一种既有线车站的软地质基坑开挖施工方法，所述方法包括步骤：S1、施工准备；S2、对待开挖的基坑进行监测；S3、对车站的主体进行开挖；S4、在所述车站的主体上设置钢支撑伺服系统，通过所述钢支撑伺服系统对所述车站的主体开挖进行施工监控、自动化监控数据分析变形规律及自动控制；S5、通过对开挖的基坑进行渗漏止水处理。本发明能够提高基坑的施工效率，自动化监测效果好，施工的安全性高，使用广泛。
Soft geological foundation pit excavation construction method for existing line station
一种既有线车站的软地质基坑开挖施工方法
BO YANG (Autor:in) / ZHONG YUTAO (Autor:in) / ZHENG YANG (Autor:in) / YI ZHONGQIANG (Autor:in) / LIU JIHONG (Autor:in) / WANG TIANLONG (Autor:in) / LI RENQIANG (Autor:in) / TIAN JINGJING (Autor:in) / PU RUI (Autor:in)
23.07.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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