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A platform for research: civil engineering, architecture and urbanism
Fully-prefabricated underground diaphragm wall and construction method thereof
The invention discloses a fully-prefabricated underground diaphragm wall which comprises concave tenon structure prefabricated walls and tenon structure prefabricated walls, concave tenon structures are arranged on the two sides of each concave tenon structure prefabricated wall respectively, tenon structures are arranged on the two sides of each tenon structure prefabricated wall respectively, and the concave tenon structure prefabricated walls and the tenon structure prefabricated walls are sequentially and alternately arranged. And an enclosure wall body is formed through the matching of the concave tenon structure and the convex tenon structure. According to the prefabricated underground diaphragm wall in the concave-convex tenon section shape, the concave structure and the convex structure are sequentially and alternately formed, the male wall body and the female wall body are each of a box body structure, a cavity design is adopted in the middle, the weight is reduced, concrete materials are saved, and the transportation and hoisting construction difficulty is reduced.
本发明公开了一种全预制地下连续墙，包括凹榫结构预制墙、凸榫结构预制墙，所述凹榫结构预制墙的两侧分别设有凹榫结构，所述凸榫结构预制墙的两侧分别设有凸榫结构，所述凹榫结构预制墙与凸榫结构预制墙依次交替设置，并通过凹榫结构与凸榫结构的配合，形成围护墙体。本发明凹凸榫截面形状的预制地下连续墙，分为凹形和凸形两种结构依次交替进行，公母型墙体均为箱体结构，中间采用空腔设计，减轻重量，节约混凝土材料，降低运输及吊装施工难度。
Fully-prefabricated underground diaphragm wall and construction method thereof
The invention discloses a fully-prefabricated underground diaphragm wall which comprises concave tenon structure prefabricated walls and tenon structure prefabricated walls, concave tenon structures are arranged on the two sides of each concave tenon structure prefabricated wall respectively, tenon structures are arranged on the two sides of each tenon structure prefabricated wall respectively, and the concave tenon structure prefabricated walls and the tenon structure prefabricated walls are sequentially and alternately arranged. And an enclosure wall body is formed through the matching of the concave tenon structure and the convex tenon structure. According to the prefabricated underground diaphragm wall in the concave-convex tenon section shape, the concave structure and the convex structure are sequentially and alternately formed, the male wall body and the female wall body are each of a box body structure, a cavity design is adopted in the middle, the weight is reduced, concrete materials are saved, and the transportation and hoisting construction difficulty is reduced.
本发明公开了一种全预制地下连续墙，包括凹榫结构预制墙、凸榫结构预制墙，所述凹榫结构预制墙的两侧分别设有凹榫结构，所述凸榫结构预制墙的两侧分别设有凸榫结构，所述凹榫结构预制墙与凸榫结构预制墙依次交替设置，并通过凹榫结构与凸榫结构的配合，形成围护墙体。本发明凹凸榫截面形状的预制地下连续墙，分为凹形和凸形两种结构依次交替进行，公母型墙体均为箱体结构，中间采用空腔设计，减轻重量，节约混凝土材料，降低运输及吊装施工难度。
Fully-prefabricated underground diaphragm wall and construction method thereof
一种全预制地下连续墙及其施工方法
WENG BENZHE (author) / LIN GANG (author) / ZHANG JINYONG (author) / LI YUNSHENG (author) / WEI YANG (author) / GUO SHUAISHUAI (author)
2023-10-10
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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