Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method for global slip of riding track and steel truss
The invention discloses a construction method for global slip of a riding track and a steel truss. The construction method comprises the following steps of welding connection ball supports at the lower ends of a plurality of connection balls at the bottom of the steel truss respectively; arranging a transfer beam between two adjacent connection ball supports, and arranging connection plates at thetwo ends of the transfer beams through connecting pieces respectively; welding the connection plates at the first ends of the transfer beams on the connection ball supports, and positioning the connection plates at the second ends of the transfer beams on the adjacent connection ball supports temporarily; erecting a temporary splicing platform for mounting the riding track below the initial slipposition of the steel truss; and mounting the riding track segmentally below the steel truss at the temporary splicing platform along with the slip progress of the steel truss, and allowing the mounted riding track to slip segmentally along with the steel truss. According to the method, the riding track is assembled in advance, and slips together with a steel truss system as a whole, so that the construction period cost is lowered; the risk and investment can be reasonably avoided; and high measure cost can be lowered.
本发明公开了一种马道与钢网架整体滑移的施工方法，包括以下步骤：于钢网架底部的多个连接球的下端分别焊接连接球支托；在相邻的两连接球支托之间设置一转换梁，在转换梁的两端通过连接件分别安装一连接板；将所述转换梁第一端的所述连接板焊接在所述连接球支托上，并将所述转换梁第二端的所述连接板临时定位于相邻的所述连接球支托上；在所述钢网架的滑移初始位置下方搭设供马道安装的临时拼装平台；随钢网架的滑移进度在位于所述临时拼装平台处的钢网架下方逐段安装所述马道，安装好的马道随钢网架逐段滑移。本发明通过将马道提前组装，并与网架系统整体滑移的方法，节省工期成本，可以合理的规避风险及成本的投入，可以节省高昂的措施费用。
Construction method for global slip of riding track and steel truss
The invention discloses a construction method for global slip of a riding track and a steel truss. The construction method comprises the following steps of welding connection ball supports at the lower ends of a plurality of connection balls at the bottom of the steel truss respectively; arranging a transfer beam between two adjacent connection ball supports, and arranging connection plates at thetwo ends of the transfer beams through connecting pieces respectively; welding the connection plates at the first ends of the transfer beams on the connection ball supports, and positioning the connection plates at the second ends of the transfer beams on the adjacent connection ball supports temporarily; erecting a temporary splicing platform for mounting the riding track below the initial slipposition of the steel truss; and mounting the riding track segmentally below the steel truss at the temporary splicing platform along with the slip progress of the steel truss, and allowing the mounted riding track to slip segmentally along with the steel truss. According to the method, the riding track is assembled in advance, and slips together with a steel truss system as a whole, so that the construction period cost is lowered; the risk and investment can be reasonably avoided; and high measure cost can be lowered.
本发明公开了一种马道与钢网架整体滑移的施工方法，包括以下步骤：于钢网架底部的多个连接球的下端分别焊接连接球支托；在相邻的两连接球支托之间设置一转换梁，在转换梁的两端通过连接件分别安装一连接板；将所述转换梁第一端的所述连接板焊接在所述连接球支托上，并将所述转换梁第二端的所述连接板临时定位于相邻的所述连接球支托上；在所述钢网架的滑移初始位置下方搭设供马道安装的临时拼装平台；随钢网架的滑移进度在位于所述临时拼装平台处的钢网架下方逐段安装所述马道，安装好的马道随钢网架逐段滑移。本发明通过将马道提前组装，并与网架系统整体滑移的方法，节省工期成本，可以合理的规避风险及成本的投入，可以节省高昂的措施费用。
Construction method for global slip of riding track and steel truss
马道与钢网架整体滑移的施工方法
LI JIA (Autor:in) / LIU HUOMING (Autor:in) / WANG CHUNGUANG (Autor:in) / JIANG FENG (Autor:in) / XIANG WEI (Autor:in) / WANG GUIQIAN (Autor:in) / GU FEI (Autor:in) / LIU YUN (Autor:in) / DUAN PENGCHAO (Autor:in) / ZHANG KUNKUN (Autor:in)
10.07.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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