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Whole-span pushing and falling construction method for plate buckle type full framing
The invention relates to the technical field of building construction, and particularly discloses a whole-span pushing and falling construction method for plate buckle type full framing,which comprises the following steps that a bracket is reinforced, and the height of a bottom support is lifted; a sliding rail assembly and a pushing cross beam are machined, the sliding rail assembly is laid below the lifted bottom support along a preset track, and the bottom support is placed on the sliding rail assembly; a pushing cross beam, a jack and a counter-force frame are sequentially mounted on the slide rail component beside the bracket; a jack is started, and the pushing cross beam is pushed multiple times till the bracket is pushed to the preset position; and the height of the bottom support is recovered, and the pushing system is dismounted. According to the construction method, the construction of the left cast-in-place beam and the right cast-in-place beam with the large span can be achieved only through one bracket, the construction cost of the cast-in-place beams is reduced, after the bracket is moved, the special acceptance inspection of the bracket does not need to be repeatedly conducted, the bracket position transferring time is shortened, and the construction efficiency of the cast-in-place beams can be effectively improved.
本发明涉及建筑施工技术领域,具体公开了一种盘扣式满堂支架整跨推移落位施工方法,该施工方法包括以下步骤:加固支架,并抬升底托的高度;加工滑轨组件和顶推横梁,在抬升后的底托下方沿预定轨迹铺设滑轨组件,并将底托放置于滑轨组件上;在支架的旁侧于滑轨组件上依序安装顶推横梁、千斤顶以及反力架;启动千斤顶,分多次推动顶推横梁,至将支架顶推至预定位置;恢复底托的高度,并拆除顶推系统。上述施工方法仅需一幅支架即可实现对跨度较大的左右两幅现浇梁的施工,降低了现浇梁的施工成本,支架移动后,无需重复进行支架专项验收,缩短了支架位置转移的时间,并可有效提升现浇梁施工的效率。
Whole-span pushing and falling construction method for plate buckle type full framing
The invention relates to the technical field of building construction, and particularly discloses a whole-span pushing and falling construction method for plate buckle type full framing,which comprises the following steps that a bracket is reinforced, and the height of a bottom support is lifted; a sliding rail assembly and a pushing cross beam are machined, the sliding rail assembly is laid below the lifted bottom support along a preset track, and the bottom support is placed on the sliding rail assembly; a pushing cross beam, a jack and a counter-force frame are sequentially mounted on the slide rail component beside the bracket; a jack is started, and the pushing cross beam is pushed multiple times till the bracket is pushed to the preset position; and the height of the bottom support is recovered, and the pushing system is dismounted. According to the construction method, the construction of the left cast-in-place beam and the right cast-in-place beam with the large span can be achieved only through one bracket, the construction cost of the cast-in-place beams is reduced, after the bracket is moved, the special acceptance inspection of the bracket does not need to be repeatedly conducted, the bracket position transferring time is shortened, and the construction efficiency of the cast-in-place beams can be effectively improved.
本发明涉及建筑施工技术领域,具体公开了一种盘扣式满堂支架整跨推移落位施工方法,该施工方法包括以下步骤:加固支架,并抬升底托的高度;加工滑轨组件和顶推横梁,在抬升后的底托下方沿预定轨迹铺设滑轨组件,并将底托放置于滑轨组件上;在支架的旁侧于滑轨组件上依序安装顶推横梁、千斤顶以及反力架;启动千斤顶,分多次推动顶推横梁,至将支架顶推至预定位置;恢复底托的高度,并拆除顶推系统。上述施工方法仅需一幅支架即可实现对跨度较大的左右两幅现浇梁的施工,降低了现浇梁的施工成本,支架移动后,无需重复进行支架专项验收,缩短了支架位置转移的时间,并可有效提升现浇梁施工的效率。
Whole-span pushing and falling construction method for plate buckle type full framing
盘扣式满堂支架整跨推移落位施工方法
ZHOU YUCHANG (author) / CHEN CHENGBO (author) / FAN LIXIONG (author) / MU LIN (author) / LIU ZHENDONG (author) / LIU WEI (author)
2021-09-24
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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