A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Method for laterally moving reinforcement cage below obstacle pipe gallery for underground diaphragm wall construction
The invention belongs to the field of underground engineering, relates to construction of an underground diaphragm wall, and discloses a lateral displacement method for a reinforcement cage below an obstacle pipe gallery, which is used for underground diaphragm wall construction and comprises the following steps: arranging a translation steel wire rope on a first reinforcement cage; placing a guide rope; hoisting a first reinforcement cage; translating the first reinforcement cage; a translation steel wire rope is arranged on the second reinforcement cage; hoisting a second reinforcement cage; translating the second reinforcement cage. The upper end and the lower end of the three-section type reinforcement cage are jointly pulled by arranging the guide rope, and the overall transverse position of the three-section type reinforcement section is translated. The guide rope penetrates through the lower portion of the obstacle pipe gallery by arranging the floating ball, the applied floating ball can be a common balloon, and material obtaining is convenient. The problem that in the prior art, a three-section type reinforcement cage with the middle section made of glass fibers is difficult to laterally move to enter the obstacle pipe gallery below the obstacle pipe gallery is easily solved, implementation is easy, and cost is low.
本发明属于地下工程领域，涉及地下连续墙的施工，公开了用于地下连续墙施工的一种障碍管廊下方钢筋笼侧移方法，包括在第一钢筋笼上设置平移钢丝绳；放置引绳；吊放第一钢筋笼；平移第一钢筋笼；在第二钢筋笼上设置平移钢丝绳；吊放第二钢筋笼；平移第二钢筋笼。本发明通过设置引绳实现三段式钢筋笼的上下两端共同牵拉，实现平移三段式钢筋段的整体横向位置。通过设置浮球将引绳从障碍管廊下方穿过，应用的浮球可以采用普通汽球，取材方便。比较简便的解决了现有技术中，中段为玻璃纤维的三段式钢筋笼侧移进入障碍管廊当障碍管廊下方的难问题，容易实现且成本较低。
Method for laterally moving reinforcement cage below obstacle pipe gallery for underground diaphragm wall construction
The invention belongs to the field of underground engineering, relates to construction of an underground diaphragm wall, and discloses a lateral displacement method for a reinforcement cage below an obstacle pipe gallery, which is used for underground diaphragm wall construction and comprises the following steps: arranging a translation steel wire rope on a first reinforcement cage; placing a guide rope; hoisting a first reinforcement cage; translating the first reinforcement cage; a translation steel wire rope is arranged on the second reinforcement cage; hoisting a second reinforcement cage; translating the second reinforcement cage. The upper end and the lower end of the three-section type reinforcement cage are jointly pulled by arranging the guide rope, and the overall transverse position of the three-section type reinforcement section is translated. The guide rope penetrates through the lower portion of the obstacle pipe gallery by arranging the floating ball, the applied floating ball can be a common balloon, and material obtaining is convenient. The problem that in the prior art, a three-section type reinforcement cage with the middle section made of glass fibers is difficult to laterally move to enter the obstacle pipe gallery below the obstacle pipe gallery is easily solved, implementation is easy, and cost is low.
本发明属于地下工程领域，涉及地下连续墙的施工，公开了用于地下连续墙施工的一种障碍管廊下方钢筋笼侧移方法，包括在第一钢筋笼上设置平移钢丝绳；放置引绳；吊放第一钢筋笼；平移第一钢筋笼；在第二钢筋笼上设置平移钢丝绳；吊放第二钢筋笼；平移第二钢筋笼。本发明通过设置引绳实现三段式钢筋笼的上下两端共同牵拉，实现平移三段式钢筋段的整体横向位置。通过设置浮球将引绳从障碍管廊下方穿过，应用的浮球可以采用普通汽球，取材方便。比较简便的解决了现有技术中，中段为玻璃纤维的三段式钢筋笼侧移进入障碍管廊当障碍管廊下方的难问题，容易实现且成本较低。
Method for laterally moving reinforcement cage below obstacle pipe gallery for underground diaphragm wall construction
用于地下连续墙施工的一种障碍管廊下方钢筋笼侧移方法
XIONG LANGBO (author) / PAN SIRUI (author) / FANG YINSHUANG (author) / LI HAOXIANG (author) / CAO PENGYANG (author) / CHEN TONGTONG (author) / SHENG YOULIN (author)
2024-03-01
Patent
Electronic Resource
Chinese
IPC:
B66C
Krane
,
CRANES
/
B66F
HOISTING, LIFTING, HAULING, OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
,
Hub-, Verhol- oder Schubvorrichtungen, soweit nicht anderweitig vorgesehen, z.B. Vorrichtungen mit unmittelbarer Krafteinwirkung auf die Last
/
E02D
FOUNDATIONS
,
Gründungen
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