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Construction method of steel tube confined concrete beam-column joint and joint mounting equipment
The invention discloses a construction method of a steel pipe confined concrete beam column joint and joint installation device.The joint installation device comprises a walking mechanism, a lifting mechanism is arranged on the walking mechanism, a clamping mechanism is arranged on the lifting mechanism, the clamping mechanism comprises two oppositely-arranged clamping arms, and the two clamping arms are arranged on the walking mechanism. A clamping space of a beam column joint is formed between the two clamping arms, and the opening degree of the two clamping arms is adjusted through a tensioning mechanism. According to the construction method for the steel pipe confined concrete beam-column joint, dependence on a tower crane can be reduced, the influence on the main line construction period is reduced, the construction speed is increased, and the mechanical cost is reduced on the whole; meanwhile, the beam-column joints are installed in a hard connection mode, the installation precision can be ensured, and the building quality can be improved. The other purpose of the invention is to provide node installation equipment matched with the construction method.
本发明公开了一种钢管约束混凝土梁柱节点的施工方法及节点安装设备,其中节点安装设备包括行走机构,所述行走机构上设置有举升机构,所述举升机构上设置有夹持机构,所述夹持机构包括两根相对设置的夹臂,两根夹臂间形成梁柱节点的夹持空间,且二者的开度通过拉紧机构调节。本发明的其中一个目的在于提供一种钢管约束混凝土梁柱节点的施工方法,能够减少对塔吊的依赖,降低了对主线工期的影响,加快了施工速度,总体上降低了机械成本;同时,梁柱节点采用硬连接方式安装,能够确保安装精度,有利于提升建筑质量。本发明的另一个目的在于提供一种与前述施工方法配套的节点安装设备。
Construction method of steel tube confined concrete beam-column joint and joint mounting equipment
The invention discloses a construction method of a steel pipe confined concrete beam column joint and joint installation device.The joint installation device comprises a walking mechanism, a lifting mechanism is arranged on the walking mechanism, a clamping mechanism is arranged on the lifting mechanism, the clamping mechanism comprises two oppositely-arranged clamping arms, and the two clamping arms are arranged on the walking mechanism. A clamping space of a beam column joint is formed between the two clamping arms, and the opening degree of the two clamping arms is adjusted through a tensioning mechanism. According to the construction method for the steel pipe confined concrete beam-column joint, dependence on a tower crane can be reduced, the influence on the main line construction period is reduced, the construction speed is increased, and the mechanical cost is reduced on the whole; meanwhile, the beam-column joints are installed in a hard connection mode, the installation precision can be ensured, and the building quality can be improved. The other purpose of the invention is to provide node installation equipment matched with the construction method.
本发明公开了一种钢管约束混凝土梁柱节点的施工方法及节点安装设备,其中节点安装设备包括行走机构,所述行走机构上设置有举升机构,所述举升机构上设置有夹持机构,所述夹持机构包括两根相对设置的夹臂,两根夹臂间形成梁柱节点的夹持空间,且二者的开度通过拉紧机构调节。本发明的其中一个目的在于提供一种钢管约束混凝土梁柱节点的施工方法,能够减少对塔吊的依赖,降低了对主线工期的影响,加快了施工速度,总体上降低了机械成本;同时,梁柱节点采用硬连接方式安装,能够确保安装精度,有利于提升建筑质量。本发明的另一个目的在于提供一种与前述施工方法配套的节点安装设备。
Construction method of steel tube confined concrete beam-column joint and joint mounting equipment
一种钢管约束混凝土梁柱节点的施工方法及节点安装设备
DU HE (Autor:in) / LIU JIEPENG (Autor:in) / KANG SHAOBO (Autor:in) / LI JIANG (Autor:in) / JIANG KAIXUAN (Autor:in) / YANG XIUCHUAN (Autor:in) / TAN HUIWEN (Autor:in)
01.08.2023
Patent
Elektronische Ressource
Chinesisch
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