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A platform for research: civil engineering, architecture and urbanism
Construction method for beam-column joint connection
The invention discloses a construction method for beam-column joint connection. The construction method comprises the following steps of performing radian calculation: measuring the size parameters ofa column arc according to the position and the size of a joint where a beam body is connected with a column body in a construction drawing; performing template lofting: selecting a corresponding steel template according to the measured size parameters of the column arc, and performing lofting on the steel template, wherein the radian of the steel template is X degrees, the quasi-circle radius isY meters, and the arc length of the steel template is X/360*2piY; performing template machining: performing cutting treatment d according to the size parameters of the steel template obtained after lofting; performing formwork mounting: placing a wood plate at the joint of the beam body and the column body, and mounting the cut steel formwork at the corner of the wood plate; and performing formwork reinforcing: reinforcing joints where the beam body, the column body and the steel formwork are connected. According to the construction method for beam-column joint connection, the construction method is easy to operate, beam-column joints are effectively connected, seamless connection is achieved, the structure is stable and durable, and machined arcs are straight and attractive.
本发明公开了一种用于梁柱节点接驳的施工方法，包括以下步骤：弧度计算，根据施工图纸中梁体与柱体连接的节点位置、尺寸，测量出柱体圆弧的尺寸参数；模板放样，根据测得的柱体圆弧尺寸参数选择对应钢模板，并对钢模板进行放样，其中，钢模板弧度为X度，拟圆半径Y米，则钢模板弧长为X/360*2πY；模板加工，根据放样后钢模板的尺寸参数进行切割处理；模板安装，在梁体与柱体连接的节点处放置木板，将切割好的钢模板安装在木板的角部；模板加固，对梁体、柱体与钢模板连接的节点进行加固。本发明提供一种用于梁柱节点接驳的施工方法，这种施工方法操作简单，将梁柱节点有效的接驳，实现了无缝连接，结构稳定耐用，加工的圆弧顺直且美观。
Construction method for beam-column joint connection
The invention discloses a construction method for beam-column joint connection. The construction method comprises the following steps of performing radian calculation: measuring the size parameters ofa column arc according to the position and the size of a joint where a beam body is connected with a column body in a construction drawing; performing template lofting: selecting a corresponding steel template according to the measured size parameters of the column arc, and performing lofting on the steel template, wherein the radian of the steel template is X degrees, the quasi-circle radius isY meters, and the arc length of the steel template is X/360*2piY; performing template machining: performing cutting treatment d according to the size parameters of the steel template obtained after lofting; performing formwork mounting: placing a wood plate at the joint of the beam body and the column body, and mounting the cut steel formwork at the corner of the wood plate; and performing formwork reinforcing: reinforcing joints where the beam body, the column body and the steel formwork are connected. According to the construction method for beam-column joint connection, the construction method is easy to operate, beam-column joints are effectively connected, seamless connection is achieved, the structure is stable and durable, and machined arcs are straight and attractive.
本发明公开了一种用于梁柱节点接驳的施工方法，包括以下步骤：弧度计算，根据施工图纸中梁体与柱体连接的节点位置、尺寸，测量出柱体圆弧的尺寸参数；模板放样，根据测得的柱体圆弧尺寸参数选择对应钢模板，并对钢模板进行放样，其中，钢模板弧度为X度，拟圆半径Y米，则钢模板弧长为X/360*2πY；模板加工，根据放样后钢模板的尺寸参数进行切割处理；模板安装，在梁体与柱体连接的节点处放置木板，将切割好的钢模板安装在木板的角部；模板加固，对梁体、柱体与钢模板连接的节点进行加固。本发明提供一种用于梁柱节点接驳的施工方法，这种施工方法操作简单，将梁柱节点有效的接驳，实现了无缝连接，结构稳定耐用，加工的圆弧顺直且美观。
Construction method for beam-column joint connection
一种用于梁柱节点接驳的施工方法
ZHANG LE (author) / CHANG LIANGLIANG (author) / MAO FENG (author) / ZHANG ZHITAO (author) / LIU QIANG (author) / ZHOU SHUWEI (author) / GUO ZHENGJIAN (author) / LI MEIYU (author) / SUN XING (author) / FANG ZHIQIANG (author)
2020-11-10
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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