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A platform for research: civil engineering, architecture and urbanism
Construction method for overhanging structure of ultrahigh hanging garden
The invention discloses an ultrahigh hanging garden cantilever structure construction method which comprises the following steps: S1, calculating load distribution and size in a construction process according to an upper cantilever structure diagram, and designing a construction platform according to the load and specifications; s2, when construction is conducted to the lower layer of the hanging layer of the hanging garden, before concrete pouring of structural columns is conducted, steel plate embedded parts are embedded according to the lofting positions, and U-shaped buckles are arranged at the main beam placing positions; s3, a main beam intersecting with the inclined struts is firstly arranged on the floor slab, and after the main beam is placed in place, the U-shaped buckles are fixed; s4, construction platform inclined strut welding is conducted according to the structural design size; s5, the welded inclined strut is hoisted to the elevation through a tower crane and welded; s6, after the inclined struts are mounted, mounting and welding the remaining transverse main beams and longitudinal main beams; s7, steel plates are installed on the upper portions of the main beams, and a construction platform is formed. The steel structure platform has the remarkable advantages of being high in strength, light, rapid in construction, detachable, flexible, capable of saving energy and environmentally friendly in the field of modern buildings.
本发明公开一种超高空中花园悬挑结构施工方法，包括S1、根据上部悬挑结构图，计算施工过程中荷载分布及大小，根据荷载按照规范设计施工平台；S2、在施工至空中花园悬挑层下一层时，在结构柱混凝土浇筑之前，根据放样位置埋设钢板埋件，在主梁搁置位置处设置U型卡扣；S3、在楼板上先布设与斜撑相交的主梁，主梁放置到位后，固定U型卡扣；S4、根据结构设计尺寸，进行施工平台斜撑焊接；S5、将焊接完成斜撑通过塔吊吊装至标高并焊接；S6、斜撑安装完成后，进行剩余横向主梁和纵向主梁安装及焊接；S7、主梁上部安装钢板，形成施工平台，本发明钢结构平台在现代建筑领域表现出显著优势，如高强度、轻质、施工快速、可拆卸性、灵活性和节能环保。
Construction method for overhanging structure of ultrahigh hanging garden
The invention discloses an ultrahigh hanging garden cantilever structure construction method which comprises the following steps: S1, calculating load distribution and size in a construction process according to an upper cantilever structure diagram, and designing a construction platform according to the load and specifications; s2, when construction is conducted to the lower layer of the hanging layer of the hanging garden, before concrete pouring of structural columns is conducted, steel plate embedded parts are embedded according to the lofting positions, and U-shaped buckles are arranged at the main beam placing positions; s3, a main beam intersecting with the inclined struts is firstly arranged on the floor slab, and after the main beam is placed in place, the U-shaped buckles are fixed; s4, construction platform inclined strut welding is conducted according to the structural design size; s5, the welded inclined strut is hoisted to the elevation through a tower crane and welded; s6, after the inclined struts are mounted, mounting and welding the remaining transverse main beams and longitudinal main beams; s7, steel plates are installed on the upper portions of the main beams, and a construction platform is formed. The steel structure platform has the remarkable advantages of being high in strength, light, rapid in construction, detachable, flexible, capable of saving energy and environmentally friendly in the field of modern buildings.
本发明公开一种超高空中花园悬挑结构施工方法，包括S1、根据上部悬挑结构图，计算施工过程中荷载分布及大小，根据荷载按照规范设计施工平台；S2、在施工至空中花园悬挑层下一层时，在结构柱混凝土浇筑之前，根据放样位置埋设钢板埋件，在主梁搁置位置处设置U型卡扣；S3、在楼板上先布设与斜撑相交的主梁，主梁放置到位后，固定U型卡扣；S4、根据结构设计尺寸，进行施工平台斜撑焊接；S5、将焊接完成斜撑通过塔吊吊装至标高并焊接；S6、斜撑安装完成后，进行剩余横向主梁和纵向主梁安装及焊接；S7、主梁上部安装钢板，形成施工平台，本发明钢结构平台在现代建筑领域表现出显著优势，如高强度、轻质、施工快速、可拆卸性、灵活性和节能环保。
Construction method for overhanging structure of ultrahigh hanging garden
一种超高空中花园悬挑结构施工方法
CHEN GANG (author) / CHU CHUNBO (author) / XIAO HAN (author) / QUAN YOUWEI (author) / XING CHENG (author) / TENG XIAOJUN (author) / WANG GAIGE (author)
2023-07-25
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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