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A platform for research: civil engineering, architecture and urbanism
Prefabricated diaphragm wall construction device and construction method thereof
According to the technical scheme, the prefabricated diaphragm wall construction device is characterized in that the prefabricated diaphragm wall construction device comprises a lower platform, and the lower platform comprises two lowering modules arranged on the two sides, in the length direction, of a prefabricated wall; the lowering module comprises a jack used for being erected over the groove in a suspended mode and a suspender used for being connected with one side, in the length direction, of the prefabricated wall. The jack is used for driving the lifting rod to move downwards, so that the lifting rod is used for lifting a prefabricated wall body; the jack is a center hole jack, and the suspender is a deformed steel bar. According to the scheme, the construction problem that a large prefabricated diaphragm wall cannot be lowered due to the limitation of the lifting weight of a crane can be solved, meanwhile, the construction operation cost of the crane is avoided, and the construction operation cost is reduced.
本发明提供一种预制地连墙施工装置及其施工方法，其技术方案要点是一种预制地连墙施工装置，包括下方平台，所述下方平台包括两个用于分设在预制墙体的长度方向上的两侧的下放模块；所述下放模块包括用于悬空架设在沟槽的正上方的千斤顶、用于与预制墙体的长度方向上的一侧连接的吊杆；所述千斤顶用于驱动所述吊杆下移，以使所述吊杆用于吊放预制墙体；所述千斤顶为穿心式千斤顶，所述吊杆为螺纹钢棒；本方案可实现解决因吊机的起吊重量限制而无法下放大型预制地连墙的施工问题，同时避免产生吊车施工作业费用，降低施工作业成本。
Prefabricated diaphragm wall construction device and construction method thereof
According to the technical scheme, the prefabricated diaphragm wall construction device is characterized in that the prefabricated diaphragm wall construction device comprises a lower platform, and the lower platform comprises two lowering modules arranged on the two sides, in the length direction, of a prefabricated wall; the lowering module comprises a jack used for being erected over the groove in a suspended mode and a suspender used for being connected with one side, in the length direction, of the prefabricated wall. The jack is used for driving the lifting rod to move downwards, so that the lifting rod is used for lifting a prefabricated wall body; the jack is a center hole jack, and the suspender is a deformed steel bar. According to the scheme, the construction problem that a large prefabricated diaphragm wall cannot be lowered due to the limitation of the lifting weight of a crane can be solved, meanwhile, the construction operation cost of the crane is avoided, and the construction operation cost is reduced.
本发明提供一种预制地连墙施工装置及其施工方法，其技术方案要点是一种预制地连墙施工装置，包括下方平台，所述下方平台包括两个用于分设在预制墙体的长度方向上的两侧的下放模块；所述下放模块包括用于悬空架设在沟槽的正上方的千斤顶、用于与预制墙体的长度方向上的一侧连接的吊杆；所述千斤顶用于驱动所述吊杆下移，以使所述吊杆用于吊放预制墙体；所述千斤顶为穿心式千斤顶，所述吊杆为螺纹钢棒；本方案可实现解决因吊机的起吊重量限制而无法下放大型预制地连墙的施工问题，同时避免产生吊车施工作业费用，降低施工作业成本。
Prefabricated diaphragm wall construction device and construction method thereof
预制地连墙施工装置及其施工方法
FENG ZHIJIE (author) / WU JIAN (author) / LI YOUQING (author) / LIU JUN (author) / ZHOU YAO (author) / YE PENG (author) / HU MENGQI (author)
2023-01-17
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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