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A platform for research: civil engineering, architecture and urbanism
Changeable coupling beam-shear wall node and post-production method thereof
The invention discloses a changeable coupling beam-shear wall node and a post-production method thereof. The changeable coupling beam-shear wall node comprises two vertical channel steels, a steel coupling beam and four pre-buried plates pre-buried in shear wall limbs; the steel coupling beam is arranged between two adjacent shear wall limbs; two pre-buried plates are pre-buried in each shear walllimb; a shear connector is arranged on the plate surface of the buried part of each of the pre-buried plates; a bolt hole is formed in the plate surface of the stretching part of each of the pre-buried plates; and the two pre-buried plates of the same shear wall limb define a vertical channel steel accommodating space. The post-production method of the changeable coupling beam-shear wall node comprises the following steps: obtaining point cloud data, extracting a plane circular hole, repositioning the bolt hole of the vertical channel steel, manufacturing the vertical channel steel and the steel coupling beam, and fixedly connecting the vertical channel steel and the pre-buried plates. The post-production technology of the node solves the problem that a pain point is not easy to mount ina project. The connecting bolts of the steel coupling beam-shear wall node are positioned in two planes, so that hole positioning and size estimation of the pre-buried plates are greatly simplified.
发明提供一种可更换连梁‑剪力墙节点及其后制作方法。该节点包括两个竖向槽钢和钢连梁，以及预埋在剪力墙墙肢中的四块预埋板。所述钢连梁布置在相邻两个剪力墙墙肢之间。每个剪力墙墙肢中预埋有两块预埋板。所述预埋板埋入部分的板面上设置有抗剪连接件，伸出部分的板面上设置有螺栓孔。同一剪力墙墙肢的两块预埋板包夹出竖向槽钢容置空间。该节点的后制作方法包括获取点云数据、平面圆孔提取、重新定位竖向槽钢的螺栓孔、制作竖向槽钢和钢连梁以及固定连接竖向槽钢与预埋板等步骤。该节点提出的后制作技术解决工程中不易安装痛点问题。所有钢连梁‑剪力墙节点的连接螺栓分别位于两个平面内，大大简化预埋板孔洞定位和尺寸估计。
Changeable coupling beam-shear wall node and post-production method thereof
The invention discloses a changeable coupling beam-shear wall node and a post-production method thereof. The changeable coupling beam-shear wall node comprises two vertical channel steels, a steel coupling beam and four pre-buried plates pre-buried in shear wall limbs; the steel coupling beam is arranged between two adjacent shear wall limbs; two pre-buried plates are pre-buried in each shear walllimb; a shear connector is arranged on the plate surface of the buried part of each of the pre-buried plates; a bolt hole is formed in the plate surface of the stretching part of each of the pre-buried plates; and the two pre-buried plates of the same shear wall limb define a vertical channel steel accommodating space. The post-production method of the changeable coupling beam-shear wall node comprises the following steps: obtaining point cloud data, extracting a plane circular hole, repositioning the bolt hole of the vertical channel steel, manufacturing the vertical channel steel and the steel coupling beam, and fixedly connecting the vertical channel steel and the pre-buried plates. The post-production technology of the node solves the problem that a pain point is not easy to mount ina project. The connecting bolts of the steel coupling beam-shear wall node are positioned in two planes, so that hole positioning and size estimation of the pre-buried plates are greatly simplified.
发明提供一种可更换连梁‑剪力墙节点及其后制作方法。该节点包括两个竖向槽钢和钢连梁，以及预埋在剪力墙墙肢中的四块预埋板。所述钢连梁布置在相邻两个剪力墙墙肢之间。每个剪力墙墙肢中预埋有两块预埋板。所述预埋板埋入部分的板面上设置有抗剪连接件，伸出部分的板面上设置有螺栓孔。同一剪力墙墙肢的两块预埋板包夹出竖向槽钢容置空间。该节点的后制作方法包括获取点云数据、平面圆孔提取、重新定位竖向槽钢的螺栓孔、制作竖向槽钢和钢连梁以及固定连接竖向槽钢与预埋板等步骤。该节点提出的后制作技术解决工程中不易安装痛点问题。所有钢连梁‑剪力墙节点的连接螺栓分别位于两个平面内，大大简化预埋板孔洞定位和尺寸估计。
Changeable coupling beam-shear wall node and post-production method thereof
一种可更换连梁-剪力墙节点及其后制作方法
CHENG GUOZHONG (author) / ZHOU XUHONG (author) / LIU JIEPENG (author) / LI DONGSHENG (author)
2020-05-08
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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