Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Alluvial layer construction reinforcing structure for underground diaphragm wall and using method of alluvial layer construction reinforcing structure
The invention relates to the technical field of underground diaphragm wall construction, in particular to an alluvial layer construction reinforcing structure for an underground diaphragm wall, which comprises an anchoring adjusting assembly, a guide assembly and a plate curtain retarding assembly, the anchoring adjusting assembly is arranged at the top of a guide wall, the guide assembly comprises a first rod-shaped guide mechanism and a second rod-shaped guide mechanism, the first rod-shaped guide mechanism is connected to one side of one side of the anchoring adjusting assembly, the second rod-shaped guide mechanism is connected to the other side of one side of the anchoring adjusting assembly, and the plate curtain retarding assembly is inserted between the first rod-shaped guide mechanism and the second rod-shaped guide mechanism in a penetrating mode. Rapid flowing of wall protecting slurry is slowed down through the plate curtain retarding assemblies, impact damage to the groove wall is reduced, when a reinforcement cage is lowered into the groove, through limiting and blocking of the plate curtain retarding assemblies, the situation that the reinforcement cage collides with the groove wall, and then the groove wall collapses is avoided, and the purpose of reinforcing the groove wall is further achieved.
本发明涉及地下连续墙施工技术领域，具体为一种用于地下连续墙的冲积层施工加固结构，包括锚定调节组件、导向组件和板帘迟缓组件，所述锚定调节组件设于导墙的顶部，所述导向组件包括第一杆状导向机构和第二杆状导向机构，其中，所述第一杆状导向机构连接于锚定调节组件的一侧一边，所述第二杆状导向机构连接于锚定调节组件的一侧另一边，所述板帘迟缓组件穿插在第一杆状导向机构和第二杆状导向机构之间。通过板帘迟缓组件迟缓了护壁泥浆的快速流动，降低了对槽壁的冲击破坏，在向槽内下放钢筋笼时，通过各板帘迟缓组件的限位与阻挡，避免钢筋笼碰撞槽壁，进而引发槽壁坍塌的情况，进一步实现了槽壁的加固目的。
Alluvial layer construction reinforcing structure for underground diaphragm wall and using method of alluvial layer construction reinforcing structure
The invention relates to the technical field of underground diaphragm wall construction, in particular to an alluvial layer construction reinforcing structure for an underground diaphragm wall, which comprises an anchoring adjusting assembly, a guide assembly and a plate curtain retarding assembly, the anchoring adjusting assembly is arranged at the top of a guide wall, the guide assembly comprises a first rod-shaped guide mechanism and a second rod-shaped guide mechanism, the first rod-shaped guide mechanism is connected to one side of one side of the anchoring adjusting assembly, the second rod-shaped guide mechanism is connected to the other side of one side of the anchoring adjusting assembly, and the plate curtain retarding assembly is inserted between the first rod-shaped guide mechanism and the second rod-shaped guide mechanism in a penetrating mode. Rapid flowing of wall protecting slurry is slowed down through the plate curtain retarding assemblies, impact damage to the groove wall is reduced, when a reinforcement cage is lowered into the groove, through limiting and blocking of the plate curtain retarding assemblies, the situation that the reinforcement cage collides with the groove wall, and then the groove wall collapses is avoided, and the purpose of reinforcing the groove wall is further achieved.
本发明涉及地下连续墙施工技术领域，具体为一种用于地下连续墙的冲积层施工加固结构，包括锚定调节组件、导向组件和板帘迟缓组件，所述锚定调节组件设于导墙的顶部，所述导向组件包括第一杆状导向机构和第二杆状导向机构，其中，所述第一杆状导向机构连接于锚定调节组件的一侧一边，所述第二杆状导向机构连接于锚定调节组件的一侧另一边，所述板帘迟缓组件穿插在第一杆状导向机构和第二杆状导向机构之间。通过板帘迟缓组件迟缓了护壁泥浆的快速流动，降低了对槽壁的冲击破坏，在向槽内下放钢筋笼时，通过各板帘迟缓组件的限位与阻挡，避免钢筋笼碰撞槽壁，进而引发槽壁坍塌的情况，进一步实现了槽壁的加固目的。
Alluvial layer construction reinforcing structure for underground diaphragm wall and using method of alluvial layer construction reinforcing structure
一种用于地下连续墙的冲积层施工加固结构及其使用方法
WANG JIAQI (Autor:in) / SONG GUANGHUI (Autor:in) / WANG YING (Autor:in) / LIU ZHIGUO (Autor:in) / CHEN XIAOFEI (Autor:in) / SUN SHILEI (Autor:in) / ZHAO CHENXU (Autor:in) / DUAN XINGYI (Autor:in) / CAO HUI (Autor:in) / WAN PENG (Autor:in)
03.09.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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