Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel bar planting-free construction method for constructional column steel bars
The invention relates to building construction, in particular to a constructional column steel bar planting-free construction method. The method comprises the following steps that S1, a steel plate is manufactured, and mounting holes are formed in the steel plate; s2, the sleeve is installed in the installation hole of the steel plate, and the sleeve and the steel plate form a steel plate assembly; s3, a steel plate assembly is placed, before main structure steel bars are bound, the steel plate assembly is placed at the installation position to serve as a protection layer cushion block, and after the main structure steel bars are bound, the steel plate assembly is installed again; s4, main body structure concrete pouring; s5, steel bar threading; s6, the steel bars are installed in the sleeves; s7, carrying out a pull-out test; and S8, binding constructional column steel bars. The device is easy to manufacture, convenient to operate and capable of bearing higher tension, and the steel bar planting quality is greatly improved; the damage of secondary structure construction to the water and electricity embedded pipeline and the main body structure is reduced, and the integrity of the main body structure is protected; construction procedures are reduced, construction efficiency is improved, and the one-time survival rate of embedded steel bars is increased.
本发明涉及建筑施工，特别是一种构造柱钢筋免植筋施工方法。按如下步骤进行：S1、钢板制作，在钢板上开设安装孔；S2、将套筒安装在钢板的安装孔内,套筒与钢板构成钢板组件；S3、放置钢板组件，主体结构钢筋前绑扎前，将钢板组件放置在安装位置作为保护层垫块，主体结构钢筋绑扎完成后，再次进行钢板组件的安装；S4、主体结构混凝土浇筑；S5、钢筋套丝；S6、将钢筋安装在套筒内；S7、拉拔试验；S8、绑扎构造柱钢筋。本发明制作简单、操作方便，可承受更高的拉力，大大提高了植筋质量；减少二次结构施工对水电预埋管线及主体结构的破坏，保护主体结构的完整性；减少施工工序，提高施工效率，提高植筋的一次成活率。
Steel bar planting-free construction method for constructional column steel bars
The invention relates to building construction, in particular to a constructional column steel bar planting-free construction method. The method comprises the following steps that S1, a steel plate is manufactured, and mounting holes are formed in the steel plate; s2, the sleeve is installed in the installation hole of the steel plate, and the sleeve and the steel plate form a steel plate assembly; s3, a steel plate assembly is placed, before main structure steel bars are bound, the steel plate assembly is placed at the installation position to serve as a protection layer cushion block, and after the main structure steel bars are bound, the steel plate assembly is installed again; s4, main body structure concrete pouring; s5, steel bar threading; s6, the steel bars are installed in the sleeves; s7, carrying out a pull-out test; and S8, binding constructional column steel bars. The device is easy to manufacture, convenient to operate and capable of bearing higher tension, and the steel bar planting quality is greatly improved; the damage of secondary structure construction to the water and electricity embedded pipeline and the main body structure is reduced, and the integrity of the main body structure is protected; construction procedures are reduced, construction efficiency is improved, and the one-time survival rate of embedded steel bars is increased.
本发明涉及建筑施工，特别是一种构造柱钢筋免植筋施工方法。按如下步骤进行：S1、钢板制作，在钢板上开设安装孔；S2、将套筒安装在钢板的安装孔内,套筒与钢板构成钢板组件；S3、放置钢板组件，主体结构钢筋前绑扎前，将钢板组件放置在安装位置作为保护层垫块，主体结构钢筋绑扎完成后，再次进行钢板组件的安装；S4、主体结构混凝土浇筑；S5、钢筋套丝；S6、将钢筋安装在套筒内；S7、拉拔试验；S8、绑扎构造柱钢筋。本发明制作简单、操作方便，可承受更高的拉力，大大提高了植筋质量；减少二次结构施工对水电预埋管线及主体结构的破坏，保护主体结构的完整性；减少施工工序，提高施工效率，提高植筋的一次成活率。
Steel bar planting-free construction method for constructional column steel bars
构造柱钢筋免植筋施工方法
ZHAO YAN (Autor:in) / YU ZHIFU (Autor:in) / ZHENG YATENG (Autor:in) / LI CHENHAO (Autor:in) / LI JIAQI (Autor:in) / LIU SHIZHOU (Autor:in) / YANG SHUO (Autor:in) / ZHANG HUIJIE (Autor:in) / CHEN BOTAO (Autor:in) / OUYANG SINAN (Autor:in)
03.09.2024
Patent
Elektronische Ressource
Chinesisch
Steel bar planting-free construction technology for secondary structure constructional column
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