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Design and construction method of fabricated underground diaphragm wall serving as main body structure side wall
The invention discloses a design and construction method of a fabricated underground diaphragm wall serving as a main body structure side wall. The fabricated underground diaphragm wall comprises a prefabricated upper side wall and a prefabricated lower side wall, wherein pre-embedded sleeves are arranged in the upper side wall and the lower side wall, the pre-embedded sleeves comprise positioning sleeves and pre-embedded grouting pipes, the upper side wall and the lower side wall are fixedly connected through vertical connecting joints to form the prefabricated side wall, the pre-embedded sleeves of the upper side wall communicate with the pre-embedded sleeves of the lower side wall, the prefabricated side wall is provided with a plurality of connecting notches, and the prefabricated side wall is connected with a main board structure through the connecting notches. According to the structure and method for taking the fabricated underground station diaphragm wall as the side wall, accurate positioning can be achieved through the structure, it is guaranteed that the perpendicularity and the deflection degree of the wall body both meet the engineering requirements, and the structure is high in adaptability to stratums and can adapt to most geological environments.
本发明公开了一种装配式地下连续墙兼做主体结构侧墙设计及施工方法,包括预制的上侧墙及下侧墙,上侧墙与下侧墙内均设置有预埋套管,预埋套管包括定位套管与预埋注浆管,上侧墙与下侧墙通过竖向连接节点固定连接形成预制侧墙,上侧墙的预埋套管与下侧墙的预埋套管连通,预制侧墙设置多个连接槽口,预制侧墙通过连接槽口与主板结构连接。本发明设计一种装配式地下车站连续墙兼做侧墙的结构与方法,该结构能够实现准确定位,保证墙体垂直度以及偏斜程度均满足工程要求,且对地层适应性较高,能够适应大部分的地质环境。
Design and construction method of fabricated underground diaphragm wall serving as main body structure side wall
The invention discloses a design and construction method of a fabricated underground diaphragm wall serving as a main body structure side wall. The fabricated underground diaphragm wall comprises a prefabricated upper side wall and a prefabricated lower side wall, wherein pre-embedded sleeves are arranged in the upper side wall and the lower side wall, the pre-embedded sleeves comprise positioning sleeves and pre-embedded grouting pipes, the upper side wall and the lower side wall are fixedly connected through vertical connecting joints to form the prefabricated side wall, the pre-embedded sleeves of the upper side wall communicate with the pre-embedded sleeves of the lower side wall, the prefabricated side wall is provided with a plurality of connecting notches, and the prefabricated side wall is connected with a main board structure through the connecting notches. According to the structure and method for taking the fabricated underground station diaphragm wall as the side wall, accurate positioning can be achieved through the structure, it is guaranteed that the perpendicularity and the deflection degree of the wall body both meet the engineering requirements, and the structure is high in adaptability to stratums and can adapt to most geological environments.
本发明公开了一种装配式地下连续墙兼做主体结构侧墙设计及施工方法,包括预制的上侧墙及下侧墙,上侧墙与下侧墙内均设置有预埋套管,预埋套管包括定位套管与预埋注浆管,上侧墙与下侧墙通过竖向连接节点固定连接形成预制侧墙,上侧墙的预埋套管与下侧墙的预埋套管连通,预制侧墙设置多个连接槽口,预制侧墙通过连接槽口与主板结构连接。本发明设计一种装配式地下车站连续墙兼做侧墙的结构与方法,该结构能够实现准确定位,保证墙体垂直度以及偏斜程度均满足工程要求,且对地层适应性较高,能够适应大部分的地质环境。
Design and construction method of fabricated underground diaphragm wall serving as main body structure side wall
一种装配式地下连续墙兼做主体结构侧墙设计及施工方法
GAO HAO (Autor:in) / LI XINHAI (Autor:in) / YANG GUOFU (Autor:in) / ZHAN CHENG (Autor:in) / YANG WENSHENG (Autor:in) / LI KAI (Autor:in) / BAO RUNPING (Autor:in) / MA XIAOBIN (Autor:in) / WU YONGZHAO (Autor:in) / WANG WENTONG (Autor:in)
16.07.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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