Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Novel reinforced brick masonry construction method
The invention discloses a novel reinforced brick masonry construction method, which belongs to the technical field of brick masonry structure masonry, and comprises the following steps: inserting a longitudinal steel bar into a ground ring beam, sleeving a steel bar positioning device on the longitudinal steel bar, building a brick pre-provided with a slotted hole at the position of a longitudinal steel bar constructional column, the method comprises the steps that bricks with slotted holes are arranged, longitudinal reinforcing steel bars are inserted into the slotted holes, stirrups stretch into the bricks in the horizontal direction and located above the reinforcing steel bar positioning devices, tie bars are arranged in the horizontal direction, high-performance cement mortar is injected into the slotted holes, the arrangement of the stirrups and the tie bars is repeated, and wall building is completed. According to the construction method, the effect of the constructional column is achieved through the cooperation of the stirrups forming constraint and the tie bars embedded in the mortar, in the process, concrete pouring is not needed, the trouble of concrete pouring is omitted, on one hand, the workload is reduced under the condition that the overall stability is guaranteed, and on the other hand, the construction period is appropriately shortened.
本发明公开了一种新型配筋砖砌体施工方法，属于砖砌体结构砌筑技术领域，包括如下步骤：将纵向钢筋插入至地圈梁中、在纵向钢筋上套装钢筋定位装置，将预先开设有槽孔的砖砌筑于纵向钢筋构造柱位置，沿水平方向伸入箍筋且箍筋位于钢筋定位装置上方，沿水平方向设置拉结筋，在槽孔中注入高性能水泥砂浆，重复箍筋以及拉结筋的设置，完成墙体砌筑，通过上述方式，通过设置具有槽孔的砖，借助纵向钢筋插入于槽孔中，配合形成约束的箍筋以及埋设于砂浆中的拉结筋，从而达到构造柱的效果，在这个过程中，无需进行混凝土的浇筑，省去了混凝土浇筑的麻烦，一方面在确保整体稳定性的情况下，减少了工作量，另一方面适当的减少了工期。
Novel reinforced brick masonry construction method
The invention discloses a novel reinforced brick masonry construction method, which belongs to the technical field of brick masonry structure masonry, and comprises the following steps: inserting a longitudinal steel bar into a ground ring beam, sleeving a steel bar positioning device on the longitudinal steel bar, building a brick pre-provided with a slotted hole at the position of a longitudinal steel bar constructional column, the method comprises the steps that bricks with slotted holes are arranged, longitudinal reinforcing steel bars are inserted into the slotted holes, stirrups stretch into the bricks in the horizontal direction and located above the reinforcing steel bar positioning devices, tie bars are arranged in the horizontal direction, high-performance cement mortar is injected into the slotted holes, the arrangement of the stirrups and the tie bars is repeated, and wall building is completed. According to the construction method, the effect of the constructional column is achieved through the cooperation of the stirrups forming constraint and the tie bars embedded in the mortar, in the process, concrete pouring is not needed, the trouble of concrete pouring is omitted, on one hand, the workload is reduced under the condition that the overall stability is guaranteed, and on the other hand, the construction period is appropriately shortened.
本发明公开了一种新型配筋砖砌体施工方法，属于砖砌体结构砌筑技术领域，包括如下步骤：将纵向钢筋插入至地圈梁中、在纵向钢筋上套装钢筋定位装置，将预先开设有槽孔的砖砌筑于纵向钢筋构造柱位置，沿水平方向伸入箍筋且箍筋位于钢筋定位装置上方，沿水平方向设置拉结筋，在槽孔中注入高性能水泥砂浆，重复箍筋以及拉结筋的设置，完成墙体砌筑，通过上述方式，通过设置具有槽孔的砖，借助纵向钢筋插入于槽孔中，配合形成约束的箍筋以及埋设于砂浆中的拉结筋，从而达到构造柱的效果，在这个过程中，无需进行混凝土的浇筑，省去了混凝土浇筑的麻烦，一方面在确保整体稳定性的情况下，减少了工作量，另一方面适当的减少了工期。
Novel reinforced brick masonry construction method
一种新型配筋砖砌体施工方法
CHEN XIN (Autor:in) / SONG MINGZHI (Autor:in) / CHEN LIMIN (Autor:in) / LI ZHENQI (Autor:in) / LYU XIUBO (Autor:in) / LUO HUI (Autor:in) / CHEN LINZHI (Autor:in) / ZHANG ZHIYANG (Autor:in) / LIU XIANG (Autor:in) / TAO SHIHENG (Autor:in)
25.06.2024
Patent
Elektronische Ressource
Chinesisch
| Engineering Index Backfile | 1931
Engineering Index Backfile | 1931
| Engineering Index Backfile | 1931
Grouted reinforced brick masonry
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