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Construction method of steel structure beam-column connecting joint
The invention discloses a construction method of a steel structure beam-column connecting joint, and relates to the technical field of beam-column connection. The construction method comprises the following steps that S1, preset parts are mounted, specifically, bearing parts are preset at the joints of steel columns and a box beam; and first upper transverse partition plates are fixedly preset onthe positions, located on the upper side of first lower transverse partition plates, of the steel columns; S2, the box beam is pretreated, specifically, avoidance grooves are formed in the middles ofupper flange plates at the two ends of the box beam; S3, the box beam is pre-erected, specifically, the two ends of the box beam are fixedly connected to the bearing parts of the two steel columns correspondingly; and S4, welding operation is conducted, specifically, the avoidance grooves are penetrated through, and the box beam and the bearing parts are welded and connected in a downhand weldingmode; and a first upper gusset plate is arranged on the upper side face of the box beam, the edge of the first upper gusset plate and the upper flange plates of the box beam are welded together in a downhand welding mode, and the first upper gusset plate and the first upper transverse partition plates are connected in a downhand welding mode. The construction method has the advantage that the construction difficulty of the beam-column connecting structure can be reduced.
本发明公开了一种钢结构梁柱连接节点的施工方法，涉及梁柱的连接技术领域，其包括如下步骤：S1、预设件安装，在钢柱位于与箱形梁连接处预设承接件；钢柱位于第一下横隔板的上侧固定预设有第一上横隔板；S2、箱形梁预处理，在箱形梁两端处的上翼缘板的中部开设避让槽；S3、箱形梁预架设，将箱形梁的两端分别固定连接于两根钢柱的承接件上；S4、焊接作业，穿过避让槽，通过俯焊的方式焊接连接箱形梁与承接件；在箱形梁上侧面设置第一上节点板，且第一上节点板通过俯焊的方式焊接第一上节点板边缘与箱形梁上翼缘板，并通过俯焊的方式焊接连接第一上节点板与第一上横隔板。本发明具有有助于降低梁柱连接结构的施工难度的优点。
Construction method of steel structure beam-column connecting joint
The invention discloses a construction method of a steel structure beam-column connecting joint, and relates to the technical field of beam-column connection. The construction method comprises the following steps that S1, preset parts are mounted, specifically, bearing parts are preset at the joints of steel columns and a box beam; and first upper transverse partition plates are fixedly preset onthe positions, located on the upper side of first lower transverse partition plates, of the steel columns; S2, the box beam is pretreated, specifically, avoidance grooves are formed in the middles ofupper flange plates at the two ends of the box beam; S3, the box beam is pre-erected, specifically, the two ends of the box beam are fixedly connected to the bearing parts of the two steel columns correspondingly; and S4, welding operation is conducted, specifically, the avoidance grooves are penetrated through, and the box beam and the bearing parts are welded and connected in a downhand weldingmode; and a first upper gusset plate is arranged on the upper side face of the box beam, the edge of the first upper gusset plate and the upper flange plates of the box beam are welded together in a downhand welding mode, and the first upper gusset plate and the first upper transverse partition plates are connected in a downhand welding mode. The construction method has the advantage that the construction difficulty of the beam-column connecting structure can be reduced.
本发明公开了一种钢结构梁柱连接节点的施工方法，涉及梁柱的连接技术领域，其包括如下步骤：S1、预设件安装，在钢柱位于与箱形梁连接处预设承接件；钢柱位于第一下横隔板的上侧固定预设有第一上横隔板；S2、箱形梁预处理，在箱形梁两端处的上翼缘板的中部开设避让槽；S3、箱形梁预架设，将箱形梁的两端分别固定连接于两根钢柱的承接件上；S4、焊接作业，穿过避让槽，通过俯焊的方式焊接连接箱形梁与承接件；在箱形梁上侧面设置第一上节点板，且第一上节点板通过俯焊的方式焊接第一上节点板边缘与箱形梁上翼缘板，并通过俯焊的方式焊接连接第一上节点板与第一上横隔板。本发明具有有助于降低梁柱连接结构的施工难度的优点。
Construction method of steel structure beam-column connecting joint
一种钢结构梁柱连接节点的施工方法
WU XIAOFENG (author) / CHEN XIAOMING (author) / JIA BAORONG (author) / WU XINZHI (author) / ZHOU FENG (author) / ZHENG XIANGJIE (author) / WU YILIN (author) / LIU QUAN (author) / WANG ZHENGJIA (author)
2020-04-17
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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