Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Oblique crossing concrete beam-column joint structure and construction method thereof
The invention discloses a skew concrete beam-column joint structure and a construction method thereof. The skew concrete beam-column joint structure comprises a concrete column; the vertically-arranged column core barrel is embedded in the column top of the concrete column, a plurality of rib lapping plates are connected to the outer portion of the column core barrel, a core pipe is vertically arranged in the column core barrel, and the upper end and the lower end of the core pipe are connected to the inner wall of the column core barrel through flange plates correspondingly; the orthogonal beams are connected to the top of the column, the end of a support steel bar of each orthogonal beam extends to the top of the column and is in lap joint with a rib lapping plate on one side of the column core barrel, the barrel bottom of the column core barrel is connected with a supporting steel bar frame, and steel bars of the supporting steel bar frame extend into the orthogonal beams; the oblique crossing beam is arranged between the two orthogonal beams and connected to the top of the column, and the end of a support steel bar of the oblique crossing beam extends to the position above the core pipe and is bent downwards to be in lap joint with the inner wall of the core pipe. The invention solves the problem that the connection node of the multidirectional oblique crossing frame beam and the concrete column cannot be normally poured due to dense crossing of the reinforcing steel bars.
本发明公开了一种斜交混凝土梁柱节点构造及其施工方法，包括：混凝土柱；竖向设置的柱芯筒，埋设于混凝土柱的柱顶内，柱芯筒的外部连接有多个搭筋板，柱芯筒的内部竖向设置有核心管，核心管的上下两端分别通过翼缘板连接于柱芯筒的内壁；多根正交梁，多根正交梁连接于柱顶，每根正交梁的支座钢筋的端部伸至柱顶且搭接于柱芯筒的一侧的搭筋板，柱芯筒的筒底连接有支承钢筋架，支承钢筋架的钢筋伸至正交梁内；斜交梁，设置于两根正交梁之间，斜交梁连接于柱顶，斜交梁的支座钢筋的端部伸至核心管的上方并向下弯折搭接于核心管的内壁。本发明解决了多向斜交框架梁与混凝土柱连接节点，由于钢筋密集交叉无法正常浇筑的问题。
Oblique crossing concrete beam-column joint structure and construction method thereof
The invention discloses a skew concrete beam-column joint structure and a construction method thereof. The skew concrete beam-column joint structure comprises a concrete column; the vertically-arranged column core barrel is embedded in the column top of the concrete column, a plurality of rib lapping plates are connected to the outer portion of the column core barrel, a core pipe is vertically arranged in the column core barrel, and the upper end and the lower end of the core pipe are connected to the inner wall of the column core barrel through flange plates correspondingly; the orthogonal beams are connected to the top of the column, the end of a support steel bar of each orthogonal beam extends to the top of the column and is in lap joint with a rib lapping plate on one side of the column core barrel, the barrel bottom of the column core barrel is connected with a supporting steel bar frame, and steel bars of the supporting steel bar frame extend into the orthogonal beams; the oblique crossing beam is arranged between the two orthogonal beams and connected to the top of the column, and the end of a support steel bar of the oblique crossing beam extends to the position above the core pipe and is bent downwards to be in lap joint with the inner wall of the core pipe. The invention solves the problem that the connection node of the multidirectional oblique crossing frame beam and the concrete column cannot be normally poured due to dense crossing of the reinforcing steel bars.
本发明公开了一种斜交混凝土梁柱节点构造及其施工方法，包括：混凝土柱；竖向设置的柱芯筒，埋设于混凝土柱的柱顶内，柱芯筒的外部连接有多个搭筋板，柱芯筒的内部竖向设置有核心管，核心管的上下两端分别通过翼缘板连接于柱芯筒的内壁；多根正交梁，多根正交梁连接于柱顶，每根正交梁的支座钢筋的端部伸至柱顶且搭接于柱芯筒的一侧的搭筋板，柱芯筒的筒底连接有支承钢筋架，支承钢筋架的钢筋伸至正交梁内；斜交梁，设置于两根正交梁之间，斜交梁连接于柱顶，斜交梁的支座钢筋的端部伸至核心管的上方并向下弯折搭接于核心管的内壁。本发明解决了多向斜交框架梁与混凝土柱连接节点，由于钢筋密集交叉无法正常浇筑的问题。
Oblique crossing concrete beam-column joint structure and construction method thereof
斜交混凝土梁柱节点构造及其施工方法
FENG LEI (Autor:in) / ZHANG YUELOU (Autor:in) / LIU XIANG (Autor:in) / ZHANG LIANGLAN (Autor:in) / LIN YUANYUAN (Autor:in) / FANG XIAOJUAN (Autor:in) / WANG YING (Autor:in) / WANG LIMING (Autor:in) / ZHANG JIE (Autor:in)
09.04.2024
Patent
Elektronische Ressource
Chinesisch
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