Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Section steel supporting leg type combined underground diaphragm wall
The invention discloses a section steel supporting leg type combined underground diaphragm wall, and aims to provide the section steel supporting leg type combined underground diaphragm wall which can meet the bending strength requirement of an enclosure structure, and can effectively solve the problems that the quantity of pile insertion soil squeezing and soil replacement of a prefabricated reinforced concrete wall is large, and the wall sinking is difficult. The system comprises a plurality of prefabricated wall bodies which are sequentially connected in a meshed mode. At least part of the prefabricated wall bodies are combined type wall bodies. Each combined type wall body comprises a prefabricated reinforced concrete wall body. The section steel supporting legs are located below the prefabricated reinforced concrete wall body, and the upper ends of the section steel supporting legs are connected with the lower end of the prefabricated reinforced concrete wall body into a whole.
本发明公开了一种型钢支腿式组合地下连续墙，旨在提供一种既能够满足围护结构抗弯强度要求，又能够有效改善预制钢筋砼墙插桩挤土和置换土量大，存在沉墙困难问题的型钢支腿式组合地下连续墙。它包括：包括若干依次咬合连接的预制墙体；各预制墙体中至少有部分预制墙体为组合式墙体，组合式墙体包括：预制钢筋砼墙体；位于预制钢筋砼墙体下方的型钢支腿，型钢支腿的上端与预制钢筋砼墙体的下端连为一体。
Section steel supporting leg type combined underground diaphragm wall
The invention discloses a section steel supporting leg type combined underground diaphragm wall, and aims to provide the section steel supporting leg type combined underground diaphragm wall which can meet the bending strength requirement of an enclosure structure, and can effectively solve the problems that the quantity of pile insertion soil squeezing and soil replacement of a prefabricated reinforced concrete wall is large, and the wall sinking is difficult. The system comprises a plurality of prefabricated wall bodies which are sequentially connected in a meshed mode. At least part of the prefabricated wall bodies are combined type wall bodies. Each combined type wall body comprises a prefabricated reinforced concrete wall body. The section steel supporting legs are located below the prefabricated reinforced concrete wall body, and the upper ends of the section steel supporting legs are connected with the lower end of the prefabricated reinforced concrete wall body into a whole.
本发明公开了一种型钢支腿式组合地下连续墙，旨在提供一种既能够满足围护结构抗弯强度要求，又能够有效改善预制钢筋砼墙插桩挤土和置换土量大，存在沉墙困难问题的型钢支腿式组合地下连续墙。它包括：包括若干依次咬合连接的预制墙体；各预制墙体中至少有部分预制墙体为组合式墙体，组合式墙体包括：预制钢筋砼墙体；位于预制钢筋砼墙体下方的型钢支腿，型钢支腿的上端与预制钢筋砼墙体的下端连为一体。
Section steel supporting leg type combined underground diaphragm wall
型钢支腿式组合地下连续墙
HU QI (Autor:in) / SHEN KAILUN (Autor:in) / TANG DENG (Autor:in)
24.01.2025
Patent
Elektronische Ressource
Chinesisch
Fabricated internally-inserted section steel underground diaphragm wall
| Europäisches Patentamt | 2022
Variable cross-section assembly type underground diaphragm wall
| Europäisches Patentamt | 2024
Temporary supporting device for grooving groove section of underground diaphragm wall
| Europäisches Patentamt | 2022
Movable supporting equipment and underground diaphragm wall steel box supporting construction method
| Europäisches Patentamt | 2024