Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention relates to a reinforcement cage assembly and a reinforcement anchoring structure and a construction method thereof. The steel bar anchoring structure comprises a steel bar anchoring body and a bubble horizontal piece, the steel bar anchoring body is of a spherical structure, a mounting hole can be formed in any position of the steel bar anchoring body, one end of a longitudinal bar of a steel bar cage is arranged in the mounting hole, and a stirrup or a connecting bar of a connecting piece penetrates through the other mounting hole. And the longitudinal bars are connected with the stirrups or the connecting bars. The bubble horizontal part is arranged on the surface of the steel bar anchoring body, and the depth of the longitudinal bar and the stirrup or the connecting bar extending into the mounting hole is adjusted by comparing the bubble position changes of the bubble horizontal part before and after the longitudinal bar and the stirrup or the connecting bar penetrate through the bubble horizontal part, so that the position of the steel bar anchoring structure is leveled; the situation that due to the fact that longitudinal bars and stirrups or connecting bars are arranged, the arrangement position of the steel bar anchoring structure is slightly deformed, and the stability of the overall structure of the steel bar cage assembly is affected is avoided, finally, the structural stability of a concrete column formed after concrete pouring is guaranteed, and the anti-pressure capacity is improved.
本发明涉及一种钢筋笼组件及其钢筋锚固结构、施工方法。钢筋锚固结构包括钢筋锚固本体及气泡水平件，钢筋锚固本体为球形结构，可以在钢筋锚固本体的任意位置开设安装孔，通过将钢筋笼的纵筋的一端设置于安装孔内，而箍筋或连接件的连接筋穿设于另一安装孔内，实现纵筋与箍筋或连接筋的连接。气泡水平件设置于钢筋锚固本体的表面上，对比穿设纵筋和箍筋或连接筋前后气泡水平件的气泡位置变化，调节纵筋与箍筋或连接筋伸入到安装孔内的深度，以调平钢筋锚固结构的位置，避免由于设置纵筋和箍筋或连接筋而导致钢筋锚固结构的设置位置微变形，影响钢筋笼组件整体结构的稳定性，最终保证浇注混凝土后形成的混凝土柱的结构稳定性，提高抗压能力。
The invention relates to a reinforcement cage assembly and a reinforcement anchoring structure and a construction method thereof. The steel bar anchoring structure comprises a steel bar anchoring body and a bubble horizontal piece, the steel bar anchoring body is of a spherical structure, a mounting hole can be formed in any position of the steel bar anchoring body, one end of a longitudinal bar of a steel bar cage is arranged in the mounting hole, and a stirrup or a connecting bar of a connecting piece penetrates through the other mounting hole. And the longitudinal bars are connected with the stirrups or the connecting bars. The bubble horizontal part is arranged on the surface of the steel bar anchoring body, and the depth of the longitudinal bar and the stirrup or the connecting bar extending into the mounting hole is adjusted by comparing the bubble position changes of the bubble horizontal part before and after the longitudinal bar and the stirrup or the connecting bar penetrate through the bubble horizontal part, so that the position of the steel bar anchoring structure is leveled; the situation that due to the fact that longitudinal bars and stirrups or connecting bars are arranged, the arrangement position of the steel bar anchoring structure is slightly deformed, and the stability of the overall structure of the steel bar cage assembly is affected is avoided, finally, the structural stability of a concrete column formed after concrete pouring is guaranteed, and the anti-pressure capacity is improved.
本发明涉及一种钢筋笼组件及其钢筋锚固结构、施工方法。钢筋锚固结构包括钢筋锚固本体及气泡水平件，钢筋锚固本体为球形结构，可以在钢筋锚固本体的任意位置开设安装孔，通过将钢筋笼的纵筋的一端设置于安装孔内，而箍筋或连接件的连接筋穿设于另一安装孔内，实现纵筋与箍筋或连接筋的连接。气泡水平件设置于钢筋锚固本体的表面上，对比穿设纵筋和箍筋或连接筋前后气泡水平件的气泡位置变化，调节纵筋与箍筋或连接筋伸入到安装孔内的深度，以调平钢筋锚固结构的位置，避免由于设置纵筋和箍筋或连接筋而导致钢筋锚固结构的设置位置微变形，影响钢筋笼组件整体结构的稳定性，最终保证浇注混凝土后形成的混凝土柱的结构稳定性，提高抗压能力。
Reinforcement cage assembly and reinforcement anchoring structure and construction method thereof
钢筋笼组件及其钢筋锚固结构、施工方法
YUAN PU (Autor:in)
22.07.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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