A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of self-adaptive hinged column joint with core column and hinged column joint
The invention provides a construction method of a self-adaptive hinged column joint with a core column and the hinged column joint, and belongs to the field of buildings. The problems that a traditional concrete column construction mode is low in assembly degree and is greatly influenced by air temperature are solved. A construction method of the self-adaptive hinged column joint with the core column comprises the following steps that S1, the concrete core column is poured; s2, a steel sleeve is manufactured according to the shape of the upper portion of the concrete core column, and a first hole is formed in the steel sleeve; s3, manufacturing a concentric-square-shaped steel plate; s4, anchor plates and anchor bars are manufactured; s5, studs are installed on the lower portion of the concrete core column and embedded into the foundation, an anchor plate with anchor bars penetrates through the concrete core column to be arranged on the top of the foundation, a steel plate shaped like a Chinese character'hui 'is welded to the top of the anchor plate, and a steel sleeve is arranged on the upper portion of the concrete core column in a sleeving mode and inserted into a second open hole; and S6, longitudinal bars are bound through concentric-square-shaped stirrups, a concrete groove column is poured, demolding is conducted after curing is conducted for a certain time, and prefabrication of the whole hinged column joint is completed. The method is mainly used for manufacturing the hinged column joint.
本发明提出了一种带芯柱的自适应铰接柱节点的施工方法及铰接柱节点，属于建筑领域。解决传统混凝土柱施工方式装配程度低受气温影响较大的问题。一种带芯柱的自适应铰接柱节点的施工方法，包括以下步骤：S1、浇注混凝土芯柱；S2、根据混凝土芯柱的上部形状制作钢套筒，并在钢套筒上开设第一开孔；S3、制作回形钢板；S4、制作锚板和锚筋；S5、将混凝土芯柱下部安装好栓钉埋入基础，将带有锚筋的锚板穿过混凝土芯柱置于基础顶部，将回形钢板焊接在锚板顶部将钢套筒套在混凝土芯柱上部并插置于第二开孔内；S6、用回形箍筋对纵筋进行绑扎，浇筑混凝土凹槽柱，养护一定时间后脱模，整个铰接柱节点预制完成。它主要用于制作铰接柱节点。
Construction method of self-adaptive hinged column joint with core column and hinged column joint
The invention provides a construction method of a self-adaptive hinged column joint with a core column and the hinged column joint, and belongs to the field of buildings. The problems that a traditional concrete column construction mode is low in assembly degree and is greatly influenced by air temperature are solved. A construction method of the self-adaptive hinged column joint with the core column comprises the following steps that S1, the concrete core column is poured; s2, a steel sleeve is manufactured according to the shape of the upper portion of the concrete core column, and a first hole is formed in the steel sleeve; s3, manufacturing a concentric-square-shaped steel plate; s4, anchor plates and anchor bars are manufactured; s5, studs are installed on the lower portion of the concrete core column and embedded into the foundation, an anchor plate with anchor bars penetrates through the concrete core column to be arranged on the top of the foundation, a steel plate shaped like a Chinese character'hui 'is welded to the top of the anchor plate, and a steel sleeve is arranged on the upper portion of the concrete core column in a sleeving mode and inserted into a second open hole; and S6, longitudinal bars are bound through concentric-square-shaped stirrups, a concrete groove column is poured, demolding is conducted after curing is conducted for a certain time, and prefabrication of the whole hinged column joint is completed. The method is mainly used for manufacturing the hinged column joint.
本发明提出了一种带芯柱的自适应铰接柱节点的施工方法及铰接柱节点，属于建筑领域。解决传统混凝土柱施工方式装配程度低受气温影响较大的问题。一种带芯柱的自适应铰接柱节点的施工方法，包括以下步骤：S1、浇注混凝土芯柱；S2、根据混凝土芯柱的上部形状制作钢套筒，并在钢套筒上开设第一开孔；S3、制作回形钢板；S4、制作锚板和锚筋；S5、将混凝土芯柱下部安装好栓钉埋入基础，将带有锚筋的锚板穿过混凝土芯柱置于基础顶部，将回形钢板焊接在锚板顶部将钢套筒套在混凝土芯柱上部并插置于第二开孔内；S6、用回形箍筋对纵筋进行绑扎，浇筑混凝土凹槽柱，养护一定时间后脱模，整个铰接柱节点预制完成。它主要用于制作铰接柱节点。
Construction method of self-adaptive hinged column joint with core column and hinged column joint
一种带芯柱的自适应铰接柱节点的施工方法及铰接柱节点
YAO BOQIANG (author) / ZHAN BIXIONG (author) / LYU XUEYUAN (author) / LIU XIAO (author) / ZHOU WEI (author) / DENG ZIYU (author)
2023-07-25
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Prestress self-adaptive hinged beam column joint, hinged system and construction method
| European Patent Office | 2023