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Workshop high formwork construction method
The invention relates to the field of high-formwork-erecting construction, in particular to a factory building high-formwork-erecting construction method which comprises the following steps that a plurality of stand columns are erected on a supporting floor slab; middle I-shaped steel is arranged among the plurality of upright posts in each row; the bailey truss is hoisted and erected, the bailey truss is placed on the middle I-shaped steel, and the two ends of the bailey truss are erected on the upstream connecting beam and the downstream connecting beam respectively; upper I-shaped steel is laid on the upper portion of the bailey truss, each piece of upper I-shaped steel is connected with the bailey truss through a hoop, and the positions between the upper I-shaped steel are fully paved through disc buckle type pedal plates; after laying is completed, a disc buckle type full framing is erected; and a beam formwork support and a plate formwork support are installed on the disc buckle type full framing, and then installation of a beam formwork and a plate formwork is completed. The combined erection of the stand columns, the bailey truss and the disc buckle type full framing only needs 32 stand columns for supporting, the stand columns are hoisted through a tower crane, operation is convenient, the whole process of mounting and dismounting of the steel stand columns and the bailey truss is mainly achieved through equipment and is assisted by manpower, and the risk is reduced.
本申请涉及一种厂房高支模施工方法,涉及高支模施工领域,包括以下步骤:将多个立柱搭设于支撑楼板上;每排的多个立柱之间设置有中工字钢;对贝雷架进行吊装和架设,将贝雷架安放在中工字钢上,贝雷架的两端分别架立在上下游连梁上;在贝雷架上部铺设上工字钢,每根上工字钢采用卡箍与贝雷架连接,上工字钢之间的位置采用盘扣式脚踏板铺满;铺设完成后进行盘扣式满堂架的搭设;在盘扣式满堂架上安装梁模支撑和板模支撑,然后完成梁模板和板模板的安装。本申请采用立柱、贝雷架、盘扣式满堂架的组合搭设仅需32根立柱支撑,且立柱采用塔吊吊装,操作方便,钢立柱、贝雷架的安装与拆除全程设备为主,人工辅助,降低风险。
Workshop high formwork construction method
The invention relates to the field of high-formwork-erecting construction, in particular to a factory building high-formwork-erecting construction method which comprises the following steps that a plurality of stand columns are erected on a supporting floor slab; middle I-shaped steel is arranged among the plurality of upright posts in each row; the bailey truss is hoisted and erected, the bailey truss is placed on the middle I-shaped steel, and the two ends of the bailey truss are erected on the upstream connecting beam and the downstream connecting beam respectively; upper I-shaped steel is laid on the upper portion of the bailey truss, each piece of upper I-shaped steel is connected with the bailey truss through a hoop, and the positions between the upper I-shaped steel are fully paved through disc buckle type pedal plates; after laying is completed, a disc buckle type full framing is erected; and a beam formwork support and a plate formwork support are installed on the disc buckle type full framing, and then installation of a beam formwork and a plate formwork is completed. The combined erection of the stand columns, the bailey truss and the disc buckle type full framing only needs 32 stand columns for supporting, the stand columns are hoisted through a tower crane, operation is convenient, the whole process of mounting and dismounting of the steel stand columns and the bailey truss is mainly achieved through equipment and is assisted by manpower, and the risk is reduced.
本申请涉及一种厂房高支模施工方法,涉及高支模施工领域,包括以下步骤:将多个立柱搭设于支撑楼板上;每排的多个立柱之间设置有中工字钢;对贝雷架进行吊装和架设,将贝雷架安放在中工字钢上,贝雷架的两端分别架立在上下游连梁上;在贝雷架上部铺设上工字钢,每根上工字钢采用卡箍与贝雷架连接,上工字钢之间的位置采用盘扣式脚踏板铺满;铺设完成后进行盘扣式满堂架的搭设;在盘扣式满堂架上安装梁模支撑和板模支撑,然后完成梁模板和板模板的安装。本申请采用立柱、贝雷架、盘扣式满堂架的组合搭设仅需32根立柱支撑,且立柱采用塔吊吊装,操作方便,钢立柱、贝雷架的安装与拆除全程设备为主,人工辅助,降低风险。
Workshop high formwork construction method
一种厂房高支模施工方法
LIANG YUEXIAN (author) / LIU XIANGMING (author) / SHEN SHA (author) / ZHANG XUELING (author) / BIN GUANGWEI (author) / HE JIE (author) / SUN HAO (author) / LI XIAOJUN (author) / WU KE (author) / WU LEIYAO (author)
2024-10-15
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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