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Prefabricated assembly type column-beam joint core area and construction method thereof
The invention provides a prefabricated column-beam joint core area and a construction method thereof. A bracket connecting cylinder is arranged on a segment bracket; the column side supporting plate and the assembly type stand column are firmly connected through the column side hoop, and the spatial position of the assembly type cross beam can be adjusted through the transverse position control bolt, the vertical position control body and the longitudinal position control body. The distance between the vertical plates is adjusted through the diagonal bracing positioning bolts, and the positions of the vertical column stirrups can be limited through the stirrup clamping grooves. A position correcting baffle and a split screw are arranged between the assembly type cross beams, and a pull rod fastening bolt and a column top anchor plate in the assembly type stand column can be firmly connected through a pull rod connecting groove and a supporting rib connecting rod. The cross beam longitudinal bars are connected through the first sleeve and the second sleeve with the same height; stirrup clamping grooves and cross arm clamping grooves are formed in the formwork supporting cross arms and the cross beam stirrups correspondingly, and the positions of the core area formworks are controlled through formwork position control bolts. The construction efficiency can be improved, the stress performance of the joint core area is improved, and the site construction difficulty is reduced.
本发明提供一种预制装配式柱梁节点核心区及其施工方法,在节段撑架上设置撑架连接筒;通过柱侧套箍将柱侧撑板与装配式立柱连接牢固,并可通过横向控位栓、竖向控位体、纵向控位体调整装配式横梁的空间位置;通过对撑定位栓调整竖向立板间的距离,并可通过箍筋卡槽限定立柱箍筋的位置;在装配式横梁之间设置校位挡板和对拉螺杆,并可通过拉杆连接槽及撑筋连杆将拉杆紧固栓与装配式立柱内的柱顶锚板连接牢固;通过高度相同的第一套筒和第二套筒进行横梁纵筋连接;在支模横撑与横梁箍筋上分别设置箍筋卡槽和横撑卡槽,通过模板控位栓控制核心区模板的位置。本发明可提高施工效率、改善节点核心区受力性能、降低现场施工难度。
Prefabricated assembly type column-beam joint core area and construction method thereof
The invention provides a prefabricated column-beam joint core area and a construction method thereof. A bracket connecting cylinder is arranged on a segment bracket; the column side supporting plate and the assembly type stand column are firmly connected through the column side hoop, and the spatial position of the assembly type cross beam can be adjusted through the transverse position control bolt, the vertical position control body and the longitudinal position control body. The distance between the vertical plates is adjusted through the diagonal bracing positioning bolts, and the positions of the vertical column stirrups can be limited through the stirrup clamping grooves. A position correcting baffle and a split screw are arranged between the assembly type cross beams, and a pull rod fastening bolt and a column top anchor plate in the assembly type stand column can be firmly connected through a pull rod connecting groove and a supporting rib connecting rod. The cross beam longitudinal bars are connected through the first sleeve and the second sleeve with the same height; stirrup clamping grooves and cross arm clamping grooves are formed in the formwork supporting cross arms and the cross beam stirrups correspondingly, and the positions of the core area formworks are controlled through formwork position control bolts. The construction efficiency can be improved, the stress performance of the joint core area is improved, and the site construction difficulty is reduced.
本发明提供一种预制装配式柱梁节点核心区及其施工方法,在节段撑架上设置撑架连接筒;通过柱侧套箍将柱侧撑板与装配式立柱连接牢固,并可通过横向控位栓、竖向控位体、纵向控位体调整装配式横梁的空间位置;通过对撑定位栓调整竖向立板间的距离,并可通过箍筋卡槽限定立柱箍筋的位置;在装配式横梁之间设置校位挡板和对拉螺杆,并可通过拉杆连接槽及撑筋连杆将拉杆紧固栓与装配式立柱内的柱顶锚板连接牢固;通过高度相同的第一套筒和第二套筒进行横梁纵筋连接;在支模横撑与横梁箍筋上分别设置箍筋卡槽和横撑卡槽,通过模板控位栓控制核心区模板的位置。本发明可提高施工效率、改善节点核心区受力性能、降低现场施工难度。
Prefabricated assembly type column-beam joint core area and construction method thereof
预制装配式柱梁节点核心区及其施工方法
PANG YONGXIANG (Autor:in) / ZHU DAN (Autor:in)
17.05.2022
Patent
Elektronische Ressource
Chinesisch
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