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Construction technology for butt joint of upper layer and lower layer of steel-concrete combined pipe shear wall
An upper-layer and lower-layer butt joint construction technology for a steel-concrete combined pipe shear wall comprises the following steps that when each steel-concrete combined pipe of the steel-concrete combined pipe shear wall is prefabricated in a factory, connecting bases are arranged on the left sides and the right sides of the upper portion and the lower portion of each steel-concrete combined pipe; a plurality of adjusting connecting assemblies are machined and assembled at the same time; after the lower-layer steel-concrete combined pipe is firmly fixed, hoisting the upper-layer steel-concrete combined pipe to the fixed lower-layer steel-concrete combined pipe by using a hoisting machine; the upper end and the lower end of the adjusting connecting assembly are connected with the upper connecting base and the lower connecting base correspondingly; and the adjusting connecting assembly is driven to adjust the perpendicularity of the upper-layer steel-concrete combined pipe. The device is scientific in principle and convenient to operate, a large amount of time is liberated for hoisting machinery to do other hoisting operation, the construction progress is accelerated, the upper-layer steel-concrete combined pipe and the firmly-fixed lower-layer steel-concrete combined pipe are located and connected through the adopted adjusting and connecting assembly, convenience and rapidness are achieved, fine adjustment can be conducted through a wrench, and the construction efficiency is improved. And the perpendicularity of the shear wall and the construction quality are ensured.
钢砼组合管剪力墙上下层对接施工工艺，包括以下步骤：在工厂预制钢砼组合管剪力墙的每块钢砼组合管时，在钢砼组合管的上部、下部的左右两侧均设置连接座；同时加工组装若干个调整连接组件；下层钢砼组合管固定牢靠后，使用吊装机械将上层钢砼组合管吊装到固定好的下层的钢砼组合管上；将调整连接组件上端和下端分别与上部连接座和下部连接座连接；驱动调整连接组件调整上层钢砼组合管的垂直度。本发明原理科学、便于操作、为吊装机械解放了大量的时间做其他吊装作业，加快了施工进度，采用的调整连接组件使上层钢砼组合管与固定牢靠的下层钢砼组合管进行定位连接，方便快捷，且可使用扳手即可进行微调，确保剪力墙的垂直度和施工的质量。
Construction technology for butt joint of upper layer and lower layer of steel-concrete combined pipe shear wall
An upper-layer and lower-layer butt joint construction technology for a steel-concrete combined pipe shear wall comprises the following steps that when each steel-concrete combined pipe of the steel-concrete combined pipe shear wall is prefabricated in a factory, connecting bases are arranged on the left sides and the right sides of the upper portion and the lower portion of each steel-concrete combined pipe; a plurality of adjusting connecting assemblies are machined and assembled at the same time; after the lower-layer steel-concrete combined pipe is firmly fixed, hoisting the upper-layer steel-concrete combined pipe to the fixed lower-layer steel-concrete combined pipe by using a hoisting machine; the upper end and the lower end of the adjusting connecting assembly are connected with the upper connecting base and the lower connecting base correspondingly; and the adjusting connecting assembly is driven to adjust the perpendicularity of the upper-layer steel-concrete combined pipe. The device is scientific in principle and convenient to operate, a large amount of time is liberated for hoisting machinery to do other hoisting operation, the construction progress is accelerated, the upper-layer steel-concrete combined pipe and the firmly-fixed lower-layer steel-concrete combined pipe are located and connected through the adopted adjusting and connecting assembly, convenience and rapidness are achieved, fine adjustment can be conducted through a wrench, and the construction efficiency is improved. And the perpendicularity of the shear wall and the construction quality are ensured.
钢砼组合管剪力墙上下层对接施工工艺，包括以下步骤：在工厂预制钢砼组合管剪力墙的每块钢砼组合管时，在钢砼组合管的上部、下部的左右两侧均设置连接座；同时加工组装若干个调整连接组件；下层钢砼组合管固定牢靠后，使用吊装机械将上层钢砼组合管吊装到固定好的下层的钢砼组合管上；将调整连接组件上端和下端分别与上部连接座和下部连接座连接；驱动调整连接组件调整上层钢砼组合管的垂直度。本发明原理科学、便于操作、为吊装机械解放了大量的时间做其他吊装作业，加快了施工进度，采用的调整连接组件使上层钢砼组合管与固定牢靠的下层钢砼组合管进行定位连接，方便快捷，且可使用扳手即可进行微调，确保剪力墙的垂直度和施工的质量。
Construction technology for butt joint of upper layer and lower layer of steel-concrete combined pipe shear wall
钢砼组合管剪力墙上下层对接施工工艺
HUANG XINLI (author) / ZHANG FUYUN (author) / WEN QINGGUO (author) / YAN SHUJIE (author) / YUAN LEI (author) / WEN QINGWEI (author) / LI QUANZHONG (author) / HE BOAO (author)
2022-05-10
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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