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Steel reinforced concrete construction method
The invention provides a steel reinforced concrete construction method, which belongs to the technical field of steel reinforced concrete construction, and comprises the following steps: surveying and setting out, remeasuring the elevation of an axis and an embedded part, preparing for hoisting a steel column, hoisting the steel column, hoisting the steel beam, and hoisting the steel beam after the steel column forms a unit. And then frame beams of the unit are connected with columns from bottom to top to form a space stiffness unit, and after the space stiffness unit is corrected and fastened to meet the requirements, the space stiffness unit is expanded all around, the main beams are fastened and welded on site in sequence, and construction is completed. Time of each link is staggered in the construction process, initial measurement and component installation are staggered, construction efficiency is greatly improved, meanwhile, various steel components need to be machined and manufactured in a factory and then are boxed and transported to a construction site, various components and accessories must be classified and numbered according to drawing requirements in an organized and planned mode, and construction efficiency is greatly improved. The small components need to be classified and packaged in order.
本发明提供型钢混凝土施工方法,属于型钢混凝土施工技术领域,所述方法包括如下步骤:测量放线,复测轴线及预埋件的标高,对钢柱进行吊装准备,钢柱进行吊装,进行钢梁吊装,钢梁吊装紧随钢柱其后,当钢柱构成一个单元后,随后应将该单元的框架梁由下而上,与柱连接组成空间刚度单元,经校正紧固符合要求后,依次向四周扩展,主梁紧固,并现场焊接,完成施工。通过在施工过程中将每个环节时间交错,在初始的测量和部件的安装进行交错,大大提高了施工的效率,同时通过各种钢构件均需工厂加工制作,然后装箱运输至工地,各种构配件必须有组织、有计划按图纸要求分类编号,小构件须分类打包做到有条不紊。
Steel reinforced concrete construction method
The invention provides a steel reinforced concrete construction method, which belongs to the technical field of steel reinforced concrete construction, and comprises the following steps: surveying and setting out, remeasuring the elevation of an axis and an embedded part, preparing for hoisting a steel column, hoisting the steel column, hoisting the steel beam, and hoisting the steel beam after the steel column forms a unit. And then frame beams of the unit are connected with columns from bottom to top to form a space stiffness unit, and after the space stiffness unit is corrected and fastened to meet the requirements, the space stiffness unit is expanded all around, the main beams are fastened and welded on site in sequence, and construction is completed. Time of each link is staggered in the construction process, initial measurement and component installation are staggered, construction efficiency is greatly improved, meanwhile, various steel components need to be machined and manufactured in a factory and then are boxed and transported to a construction site, various components and accessories must be classified and numbered according to drawing requirements in an organized and planned mode, and construction efficiency is greatly improved. The small components need to be classified and packaged in order.
本发明提供型钢混凝土施工方法,属于型钢混凝土施工技术领域,所述方法包括如下步骤:测量放线,复测轴线及预埋件的标高,对钢柱进行吊装准备,钢柱进行吊装,进行钢梁吊装,钢梁吊装紧随钢柱其后,当钢柱构成一个单元后,随后应将该单元的框架梁由下而上,与柱连接组成空间刚度单元,经校正紧固符合要求后,依次向四周扩展,主梁紧固,并现场焊接,完成施工。通过在施工过程中将每个环节时间交错,在初始的测量和部件的安装进行交错,大大提高了施工的效率,同时通过各种钢构件均需工厂加工制作,然后装箱运输至工地,各种构配件必须有组织、有计划按图纸要求分类编号,小构件须分类打包做到有条不紊。
Steel reinforced concrete construction method
型钢混凝土施工方法
HUANG ZHEJUN (author) / SUN HUI (author) / WANG XINCHAO (author) / LIAO YIPENG (author) / LUO BO (author) / ZHAO CHENG (author) / WANG SHUNCHAO (author) / ZHANG ZHIHANG (author) / WEI ZHONG (author) / ZHANG SHENG (author)
2024-04-05
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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