Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of novel shear wall steel back arris supporting system
The invention relates to the technical field of building construction, in particular to a novel shear wall steel back ridge supporting system construction method which comprises the steps that the number of reinforcing pieces needed by shear wall formwork erecting is determined according to a design drawing; splicing of formworks on the periphery of the shear wall is completed; rectangular pipe back ridges are vertically arranged on the outer sides of the spliced formworks at intervals according to the arrangement distance, the position and the number of the designed back ridges; bolt hole construction is conducted on the spliced formworks according to the designed bolt hole distance and number; and S5, the periphery of the formwork is tightly attached to the rectangular pipe back edges to be reinforced through reinforcing pieces at intervals from bottom to top. The novel back ridge reinforcing piece is used for reinforcing the formwork, the overall rigidity is improved accordingly, and the phenomena of formwork shifting, formwork expanding, slurry leakage and the like are greatly reduced; and the rectangular pipe back ridges have the characteristic of being convenient to disassemble and assemble, the use amount of square timber is greatly reduced, the requirements of efficient construction and civilized construction can be met, the engineering quality is ensured, the engineering cost is reduced, the purposes of reducing cost and improving efficiency are achieved, and good economic and social benefits can be obtained.
本发明涉及建筑施工技术领域，具体为一种新型剪力墙钢背楞支撑体系施工方法，包括：依据设计图纸确定剪力墙支模所需加固件的数量；完成剪力墙外周模板的拼接；根据设计背楞排列间距、位置及数量在拼接好的模板外侧竖向间隔设置矩形管背楞；根据设计螺栓孔间距及数量在已拼接模板上进行螺栓孔施工；S5、模板外周紧贴矩形管背楞由下向上间隔使用加固件进行加固。通过使用新型背楞加固件进行模板加固，整体刚度随之提升，大大减少了跑模、涨模、漏浆等现象；且矩形管背楞采取具备拆装便捷的特点，方木用量大幅减少，可满足高效施工、文明施工的要求，保证了工程的质量，降低了工程成本，达到了降本增效的目的，能取得良好的经济与社会效益。
Construction method of novel shear wall steel back arris supporting system
The invention relates to the technical field of building construction, in particular to a novel shear wall steel back ridge supporting system construction method which comprises the steps that the number of reinforcing pieces needed by shear wall formwork erecting is determined according to a design drawing; splicing of formworks on the periphery of the shear wall is completed; rectangular pipe back ridges are vertically arranged on the outer sides of the spliced formworks at intervals according to the arrangement distance, the position and the number of the designed back ridges; bolt hole construction is conducted on the spliced formworks according to the designed bolt hole distance and number; and S5, the periphery of the formwork is tightly attached to the rectangular pipe back edges to be reinforced through reinforcing pieces at intervals from bottom to top. The novel back ridge reinforcing piece is used for reinforcing the formwork, the overall rigidity is improved accordingly, and the phenomena of formwork shifting, formwork expanding, slurry leakage and the like are greatly reduced; and the rectangular pipe back ridges have the characteristic of being convenient to disassemble and assemble, the use amount of square timber is greatly reduced, the requirements of efficient construction and civilized construction can be met, the engineering quality is ensured, the engineering cost is reduced, the purposes of reducing cost and improving efficiency are achieved, and good economic and social benefits can be obtained.
本发明涉及建筑施工技术领域，具体为一种新型剪力墙钢背楞支撑体系施工方法，包括：依据设计图纸确定剪力墙支模所需加固件的数量；完成剪力墙外周模板的拼接；根据设计背楞排列间距、位置及数量在拼接好的模板外侧竖向间隔设置矩形管背楞；根据设计螺栓孔间距及数量在已拼接模板上进行螺栓孔施工；S5、模板外周紧贴矩形管背楞由下向上间隔使用加固件进行加固。通过使用新型背楞加固件进行模板加固，整体刚度随之提升，大大减少了跑模、涨模、漏浆等现象；且矩形管背楞采取具备拆装便捷的特点，方木用量大幅减少，可满足高效施工、文明施工的要求，保证了工程的质量，降低了工程成本，达到了降本增效的目的，能取得良好的经济与社会效益。
Construction method of novel shear wall steel back arris supporting system
新型剪力墙钢背楞支撑体系施工方法
ZHANG WENCHANG (Autor:in) / CUI XIAOFEI (Autor:in) / FENG YONGCHAO (Autor:in) / GAO ZHENGYONG (Autor:in) / CHEN FAN (Autor:in) / SHEN PENG (Autor:in) / LIU ZHISONG (Autor:in) / LUO LEI (Autor:in) / ZHANG TANKUI (Autor:in) / BAI QINGSONG (Autor:in)
01.11.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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