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Grouting sleeve connection type bent cap integral prefabrication construction process
The invention provides a grouting sleeve connection type bent cap integral prefabricating construction process. The grouting sleeve connection type bent cap integral prefabricating construction process comprises the following steps of 1, arranging a machining area; 2, machining a corrugated steel pipe sleeve connector; 3, installing bent cap steel bars; 4, prefabricating and mounting a baffle block in the bent cap; 5, prefabricating an outer baffle plate; 6, installing a bent cap main body formwork and pouring main body cover beam concrete; 7, constructing a spine beam; 8, constructing a steel strand; and 9, performing pre-stress tensioning and grouting.Compared with the prior art, the construction process has the following advantages that the construction progress is accelerated, the engineering quality is improved, and environmental pollution is reduced.
本发明提供灌浆套筒连接式盖梁整体预制施工工艺,包括如下步骤:步骤1:加工区域布置;步骤2:波形钢管套筒连接器加工;步骤3:盖梁钢筋安装;步骤4:盖梁内挡块预制安装;步骤5:外挡板预制;步骤6:盖梁主体模板安装和主体盖梁混凝土浇筑;步骤7:脊骨梁施工;步骤8:钢绞线施工;步骤9:预应力张拉、压浆,与现有技术相比,本发明具有如下的有益效果:加快施工进度,提高工程质量,减少环境污染。
Grouting sleeve connection type bent cap integral prefabrication construction process
The invention provides a grouting sleeve connection type bent cap integral prefabricating construction process. The grouting sleeve connection type bent cap integral prefabricating construction process comprises the following steps of 1, arranging a machining area; 2, machining a corrugated steel pipe sleeve connector; 3, installing bent cap steel bars; 4, prefabricating and mounting a baffle block in the bent cap; 5, prefabricating an outer baffle plate; 6, installing a bent cap main body formwork and pouring main body cover beam concrete; 7, constructing a spine beam; 8, constructing a steel strand; and 9, performing pre-stress tensioning and grouting.Compared with the prior art, the construction process has the following advantages that the construction progress is accelerated, the engineering quality is improved, and environmental pollution is reduced.
本发明提供灌浆套筒连接式盖梁整体预制施工工艺,包括如下步骤:步骤1:加工区域布置;步骤2:波形钢管套筒连接器加工;步骤3:盖梁钢筋安装;步骤4:盖梁内挡块预制安装;步骤5:外挡板预制;步骤6:盖梁主体模板安装和主体盖梁混凝土浇筑;步骤7:脊骨梁施工;步骤8:钢绞线施工;步骤9:预应力张拉、压浆,与现有技术相比,本发明具有如下的有益效果:加快施工进度,提高工程质量,减少环境污染。
Grouting sleeve connection type bent cap integral prefabrication construction process
灌浆套筒连接式盖梁整体预制施工工艺
NING YINGJIE (Autor:in) / BAI LIHUI (Autor:in) / HUANG YIHAN (Autor:in) / ZHAO YINGCHAO (Autor:in) / GONG SHIWEN (Autor:in) / CHEN XUGUANG (Autor:in) / LI GUO (Autor:in) / LI QINGYUN (Autor:in) / JIANG KAI (Autor:in) / LI JIAQI (Autor:in)
22.06.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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