A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Beam column joint structure and pouring method thereof
The invention discloses a beam-column joint structure and a pouring method thereof, relates to the technical field of beam-column structures, and solves the problem that beam-column joints in the prior art are inconvenient to connect, the beam-column joint structure comprises a base, and the base is provided with sleeves for connecting a plurality of column ribs with the base and connecting holes for inserting a plurality of beam ribs; stop blocks are connected to the positions, at the connecting holes, in the base in a sliding mode, the stop blocks are located on the path, penetrating into the base, of the beam rib, positioning holes are formed in the stop blocks, the beam rib can penetrate into the positioning holes to limit sliding of the beam rib, and the stop blocks can penetrate through the sleeve to abut against the column rib. The base can be arranged on the column rib from top to bottom in a sleeving mode through the sleeve so as to push the check block to horizontally slide, when the column rib completely penetrates through the base, the check block is pushed to the position where the locating hole in the check block is aligned with the connecting hole, then the beam rib penetrates through the connecting hole so as to limit sliding of the check block, and therefore connection between the beam rib and the column rib is achieved.
本申请公开了一种梁柱节点结构及其浇筑方法，涉及梁柱结构的技术领域，改善了现有技术梁柱节点连接不便的问题，其包括：基座，基座上设置有供若干柱筋与基座连接的套管以及供若干梁筋插入的连接孔，基座内于若干连接孔处均滑动连接有挡块，挡块位于梁筋的穿入基座的路径上，且挡块开设有供梁筋穿入以限制其滑动的定位孔，且挡块能穿过套管与柱筋抵接。本申请能够基座通过套管由上至下套设于柱筋上，以推动挡块进行水平滑动，当柱筋完全穿设过基座时挡块被推动至挡块上的定位孔与连接孔对其的位置，后将梁筋穿设过连接孔以限制挡块滑动，从而实现梁筋与柱筋之间的连接。
Beam column joint structure and pouring method thereof
The invention discloses a beam-column joint structure and a pouring method thereof, relates to the technical field of beam-column structures, and solves the problem that beam-column joints in the prior art are inconvenient to connect, the beam-column joint structure comprises a base, and the base is provided with sleeves for connecting a plurality of column ribs with the base and connecting holes for inserting a plurality of beam ribs; stop blocks are connected to the positions, at the connecting holes, in the base in a sliding mode, the stop blocks are located on the path, penetrating into the base, of the beam rib, positioning holes are formed in the stop blocks, the beam rib can penetrate into the positioning holes to limit sliding of the beam rib, and the stop blocks can penetrate through the sleeve to abut against the column rib. The base can be arranged on the column rib from top to bottom in a sleeving mode through the sleeve so as to push the check block to horizontally slide, when the column rib completely penetrates through the base, the check block is pushed to the position where the locating hole in the check block is aligned with the connecting hole, then the beam rib penetrates through the connecting hole so as to limit sliding of the check block, and therefore connection between the beam rib and the column rib is achieved.
本申请公开了一种梁柱节点结构及其浇筑方法，涉及梁柱结构的技术领域，改善了现有技术梁柱节点连接不便的问题，其包括：基座，基座上设置有供若干柱筋与基座连接的套管以及供若干梁筋插入的连接孔，基座内于若干连接孔处均滑动连接有挡块，挡块位于梁筋的穿入基座的路径上，且挡块开设有供梁筋穿入以限制其滑动的定位孔，且挡块能穿过套管与柱筋抵接。本申请能够基座通过套管由上至下套设于柱筋上，以推动挡块进行水平滑动，当柱筋完全穿设过基座时挡块被推动至挡块上的定位孔与连接孔对其的位置，后将梁筋穿设过连接孔以限制挡块滑动，从而实现梁筋与柱筋之间的连接。
Beam column joint structure and pouring method thereof
一种梁柱节点结构及其浇筑方法
ZHOU LINGCI (author) / TANG ZHONGHUI (author) / ZHANG YU (author) / YUAN QI (author) / WU ZHONGZHEN (author)
2022-09-13
Patent
Electronic Resource
Chinese
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