A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of ultrahigh-large-section stiff inclined column hanging formwork
The invention provides a construction method of an ultrahigh large-section stiff inclined column hanging template, which comprises the following steps of: taking an inner steel rib of an inclined column as a bearing component, assisting in tying of a steel wire rope, welding a hanging rod to form a hanging template system, jointly bearing an inclined column steel bar, a template, concrete and a construction load by section steel and the hanging rod, and not additionally arranging a support frame at the lower part of the hanging template system. And temporary supporting materials are saved, and construction safety and construction quality are guaranteed. The construction method provided by the invention is high in operability, simple and convenient to construct and mature and reliable in process, has more obvious advantages in construction of the cantilever stiff batter post with the ultrahigh large section, and has a wide application prospect.
本发明提供了一种超高大截面劲性斜柱吊挂模板施工方法，以斜柱内钢骨为承重构件，并辅助钢丝绳拉结，通过焊接吊杆形成吊挂模板体系，由型钢和吊杆共同承受斜柱钢筋、模板、混凝土及施工荷载，吊挂模板体系下部不另外设置支撑架，节约了临时支撑材料，保证了施工安全及施工质量。本发明所提供的施工方法可操作性强，施工简便，工艺成熟可靠，尤其在超高大截面悬臂劲性斜柱的施工中，优势更为明显，具有广阔的应用前景。
Construction method of ultrahigh-large-section stiff inclined column hanging formwork
The invention provides a construction method of an ultrahigh large-section stiff inclined column hanging template, which comprises the following steps of: taking an inner steel rib of an inclined column as a bearing component, assisting in tying of a steel wire rope, welding a hanging rod to form a hanging template system, jointly bearing an inclined column steel bar, a template, concrete and a construction load by section steel and the hanging rod, and not additionally arranging a support frame at the lower part of the hanging template system. And temporary supporting materials are saved, and construction safety and construction quality are guaranteed. The construction method provided by the invention is high in operability, simple and convenient to construct and mature and reliable in process, has more obvious advantages in construction of the cantilever stiff batter post with the ultrahigh large section, and has a wide application prospect.
本发明提供了一种超高大截面劲性斜柱吊挂模板施工方法，以斜柱内钢骨为承重构件，并辅助钢丝绳拉结，通过焊接吊杆形成吊挂模板体系，由型钢和吊杆共同承受斜柱钢筋、模板、混凝土及施工荷载，吊挂模板体系下部不另外设置支撑架，节约了临时支撑材料，保证了施工安全及施工质量。本发明所提供的施工方法可操作性强，施工简便，工艺成熟可靠，尤其在超高大截面悬臂劲性斜柱的施工中，优势更为明显，具有广阔的应用前景。
Construction method of ultrahigh-large-section stiff inclined column hanging formwork
一种超高大截面劲性斜柱吊挂模板施工方法
GUO SONGHAN (author) / YANG BIN (author) / GUAN LEI (author) / MA HUAIZHANG (author) / LUO HUIJIAN (author) / JIANG LI (author)
2022-04-29
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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