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A platform for research: civil engineering, architecture and urbanism
Guide pipe structure for underground diaphragm wall, pouring process and construction process of guide pipe structure
The invention discloses a guide pipe structure for an underground diaphragm wall, a pouring process and a construction process of the underground diaphragm wall. The guide pipe structure comprises a bottom plate, a lifting frame and at least two guide pipes; the lifting frame is installed on the bottom plate, the lifting frame comprises an installation rod, the guide pipes are installed on the installation rod in parallel, the guide pipes are connected with the driving mechanism, the driving mechanism is installed on the installation rod, the distance between the guide pipes is not larger than 3 m, and the distance between the bottom of each guide pipe and the groove bottom is 300-500 mm. The guide pipes are correspondingly arranged and arranged through the lifting frame, it is guaranteed that the guide pipes can be stably subjected to concrete pouring, meanwhile, the paving area of the guide pipes is enlarged, all corners are completely covered with the guide pipes, the problem of sludge filling caused by the fact that concrete cannot be poured is solved, and the construction quality is improved.
本发明公开了一种用于地下连续墙的导管结构、浇筑工艺及其施工工艺，所述导管结构包括底板、提升架和导管，所述导管的数量至少为两根；所述提升架安装在所述底板，所述提升架包括有安装杆，所述导管并列安装于所述安装杆，其中所述导管与驱动机构连接，所述驱动机构安装在所述安装杆，所述导管之间的间距不大于3m，其底部与槽底相距300～500mm。本发明通过提升架对导管进行相应的排列布设，既保证了导管能够稳当的进行混凝土浇筑，同时扩大导管摊铺面积，完整的覆盖到各个角落内，防止因混凝土灌注不到而导致的泥渣填充问题，提高施工质量。
Guide pipe structure for underground diaphragm wall, pouring process and construction process of guide pipe structure
The invention discloses a guide pipe structure for an underground diaphragm wall, a pouring process and a construction process of the underground diaphragm wall. The guide pipe structure comprises a bottom plate, a lifting frame and at least two guide pipes; the lifting frame is installed on the bottom plate, the lifting frame comprises an installation rod, the guide pipes are installed on the installation rod in parallel, the guide pipes are connected with the driving mechanism, the driving mechanism is installed on the installation rod, the distance between the guide pipes is not larger than 3 m, and the distance between the bottom of each guide pipe and the groove bottom is 300-500 mm. The guide pipes are correspondingly arranged and arranged through the lifting frame, it is guaranteed that the guide pipes can be stably subjected to concrete pouring, meanwhile, the paving area of the guide pipes is enlarged, all corners are completely covered with the guide pipes, the problem of sludge filling caused by the fact that concrete cannot be poured is solved, and the construction quality is improved.
本发明公开了一种用于地下连续墙的导管结构、浇筑工艺及其施工工艺，所述导管结构包括底板、提升架和导管，所述导管的数量至少为两根；所述提升架安装在所述底板，所述提升架包括有安装杆，所述导管并列安装于所述安装杆，其中所述导管与驱动机构连接，所述驱动机构安装在所述安装杆，所述导管之间的间距不大于3m，其底部与槽底相距300～500mm。本发明通过提升架对导管进行相应的排列布设，既保证了导管能够稳当的进行混凝土浇筑，同时扩大导管摊铺面积，完整的覆盖到各个角落内，防止因混凝土灌注不到而导致的泥渣填充问题，提高施工质量。
Guide pipe structure for underground diaphragm wall, pouring process and construction process of guide pipe structure
用于地下连续墙的导管结构、浇筑工艺及其施工工艺
CHEN WENXIANG (author) / ZHANG HUOJUN (author) / WANG WUJIE (author) / PAN FEIJUN (author) / HU ZIYANG (author) / ZHAO YUFU (author) / FU JUN (author)
2024-04-16
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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