Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Z-shaped diaphragm wall construction method
The invention relates to a Z-shaped diaphragm wall construction method which comprises the following steps: providing a trenching machine, and digging a Z-shaped groove on a construction surface through the trenching machine; a crane, a first L-shaped reinforcement cage and a second L-shaped reinforcement cage are provided, a butt joint end is formed at the end of the first L-shaped reinforcement cage, a notch is formed in the position, corresponding to the butt joint end, of the end of the second L-shaped reinforcement cage, and the first L-shaped reinforcement cage and the second L-shaped reinforcement cage are hung into the Z-shaped groove through the crane; the crane is adjusted, so that the butt joint end is clamped in the notch; concrete is poured into the Z-shaped groove to form the underground diaphragm wall, the structure is simple, and operation is convenient.
本发明涉及一种Z型地连墙施工方法，包括如下步骤：提供成槽机，于施工面上通过所述成槽机挖设Z形槽；提供吊机、第一L形钢筋笼和第二L形钢筋笼，所述第一L形钢筋笼的端部形成有对接端，所述第二L形钢筋笼的端部对应所述对接端形成有槽口，通过所述吊机将所述第一L形钢筋笼和所述第二L形钢筋笼吊设至所述Z形槽内，调节所述吊机使得所述对接端卡设于所述槽口；于所述Z形槽内灌注混凝土以形成地连墙，结构简单，操作方便。
Z-shaped diaphragm wall construction method
The invention relates to a Z-shaped diaphragm wall construction method which comprises the following steps: providing a trenching machine, and digging a Z-shaped groove on a construction surface through the trenching machine; a crane, a first L-shaped reinforcement cage and a second L-shaped reinforcement cage are provided, a butt joint end is formed at the end of the first L-shaped reinforcement cage, a notch is formed in the position, corresponding to the butt joint end, of the end of the second L-shaped reinforcement cage, and the first L-shaped reinforcement cage and the second L-shaped reinforcement cage are hung into the Z-shaped groove through the crane; the crane is adjusted, so that the butt joint end is clamped in the notch; concrete is poured into the Z-shaped groove to form the underground diaphragm wall, the structure is simple, and operation is convenient.
本发明涉及一种Z型地连墙施工方法，包括如下步骤：提供成槽机，于施工面上通过所述成槽机挖设Z形槽；提供吊机、第一L形钢筋笼和第二L形钢筋笼，所述第一L形钢筋笼的端部形成有对接端，所述第二L形钢筋笼的端部对应所述对接端形成有槽口，通过所述吊机将所述第一L形钢筋笼和所述第二L形钢筋笼吊设至所述Z形槽内，调节所述吊机使得所述对接端卡设于所述槽口；于所述Z形槽内灌注混凝土以形成地连墙，结构简单，操作方便。
Z-shaped diaphragm wall construction method
一种Z型地连墙施工方法
LAN ZHENGMAO (Autor:in) / YANG XINMAO (Autor:in) / ZHAO WEI (Autor:in) / XIE WEIFENG (Autor:in) / ZHAO ZHIWEI (Autor:in) / MO HANJING (Autor:in) / WANG WEIHUA (Autor:in) / WANG XIAORONG (Autor:in) / SUN HUAFENG (Autor:in)
20.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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