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Construction method of ultrahigh, overweight and large-span atrium formwork supporting system
The invention discloses a construction method of an ultrahigh, overweight and large-span atrium formwork supporting system. The construction method comprises the steps of arc-shaped shaft net beam plate supporting, triangular shaft net beam plate supporting, double-channel steel joist application and diagonal bridging arrangement. The construction method is high in safety, large in erection distance and flexible in arrangement, and is the most effective construction method for properly solving the problems existing in the prior art.
本发明公开了一种超高超重大跨度中庭模架支撑体系的施工方法,包括弧形轴网梁板支撑、三角形轴网梁板支撑、双槽钢托梁应用、剪刀撑布置。本发明安全性高、搭设间距大,布置灵活,是妥善解决现有技术中存在问题的最有效施工方法。
Construction method of ultrahigh, overweight and large-span atrium formwork supporting system
The invention discloses a construction method of an ultrahigh, overweight and large-span atrium formwork supporting system. The construction method comprises the steps of arc-shaped shaft net beam plate supporting, triangular shaft net beam plate supporting, double-channel steel joist application and diagonal bridging arrangement. The construction method is high in safety, large in erection distance and flexible in arrangement, and is the most effective construction method for properly solving the problems existing in the prior art.
本发明公开了一种超高超重大跨度中庭模架支撑体系的施工方法,包括弧形轴网梁板支撑、三角形轴网梁板支撑、双槽钢托梁应用、剪刀撑布置。本发明安全性高、搭设间距大,布置灵活,是妥善解决现有技术中存在问题的最有效施工方法。
Construction method of ultrahigh, overweight and large-span atrium formwork supporting system
超高超重大跨度中庭模架支撑体系的施工方法
GAO JIANZHONG (Autor:in) / ZHU YUNHAO (Autor:in) / LU JUNQUAN (Autor:in) / GU SHUAI (Autor:in) / JIANG FENGHUA (Autor:in)
19.01.2024
Patent
Elektronische Ressource
Chinesisch
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