A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of disc buckle type steel pipe supporting frame for overrun frame beam
The invention discloses a construction method of a plate buckle type steel pipe supporting frame for an over-limit frame beam, and relates to the technical field of building construction, the construction method comprises the following steps: S1, a beam bottom, a plate bottom and a beam side template are sequentially erected; s2, arranging an over-limit frame beam bottom support; and S3, arranging an overrun frame beam side formwork support. According to the invention, beam side supports on the low-span side can be reduced, the use amount of all materials is reduced, the requirement of overall stability can be met, disturbance to plate top steel bars can be reduced, the construction period is shortened, the beam side mold main keels are fastened through the split bolts, and the beam side mold main keels and the beam bottom vertical rods are supported in a manner of connecting the horizontal rod pieces, so that the construction efficiency is improved. The purpose of solving the overall stability of the supporting system is achieved, the purpose of improving the construction efficiency is achieved by reducing the using amount of materials through the reasonable arrangement distance of the rod pieces, and when the height difference exists between cast-in-place slabs on the two sides of the frame beam, the strength, rigidity, perpendicularity and the flatness of the beam side formwork can be enhanced through the construction method.
本发明公开了一种超限框架梁用盘扣式钢管支撑架施工方法，涉及建筑施工技术领域，所述施工方法包括以下步骤：S1：依次搭设梁底、板底、梁侧模板；S2：布置超限框架梁底支撑；S3：布置超限框架梁侧模支撑。本发明能够减少低跨度一侧梁侧支撑，减少各材料用量，且能满足整体稳定性的需求，能够减少对板顶钢筋的扰动，缩短了施工周期，通过对拉螺栓紧固梁侧模主龙骨，梁侧模主龙骨与梁底立杆通过水平杆件连接的方式进行支撑，达到解决支撑体系整体稳定性的目的，并且通过合理的杆件布置间距以减少材料使用量，以达到提高施工效率的目的，当框架梁两侧的现浇板存在高差时，通过本发明的施工方法能够增强梁侧模的强度、刚度、垂直度和平整体。
Construction method of disc buckle type steel pipe supporting frame for overrun frame beam
The invention discloses a construction method of a plate buckle type steel pipe supporting frame for an over-limit frame beam, and relates to the technical field of building construction, the construction method comprises the following steps: S1, a beam bottom, a plate bottom and a beam side template are sequentially erected; s2, arranging an over-limit frame beam bottom support; and S3, arranging an overrun frame beam side formwork support. According to the invention, beam side supports on the low-span side can be reduced, the use amount of all materials is reduced, the requirement of overall stability can be met, disturbance to plate top steel bars can be reduced, the construction period is shortened, the beam side mold main keels are fastened through the split bolts, and the beam side mold main keels and the beam bottom vertical rods are supported in a manner of connecting the horizontal rod pieces, so that the construction efficiency is improved. The purpose of solving the overall stability of the supporting system is achieved, the purpose of improving the construction efficiency is achieved by reducing the using amount of materials through the reasonable arrangement distance of the rod pieces, and when the height difference exists between cast-in-place slabs on the two sides of the frame beam, the strength, rigidity, perpendicularity and the flatness of the beam side formwork can be enhanced through the construction method.
本发明公开了一种超限框架梁用盘扣式钢管支撑架施工方法，涉及建筑施工技术领域，所述施工方法包括以下步骤：S1：依次搭设梁底、板底、梁侧模板；S2：布置超限框架梁底支撑；S3：布置超限框架梁侧模支撑。本发明能够减少低跨度一侧梁侧支撑，减少各材料用量，且能满足整体稳定性的需求，能够减少对板顶钢筋的扰动，缩短了施工周期，通过对拉螺栓紧固梁侧模主龙骨，梁侧模主龙骨与梁底立杆通过水平杆件连接的方式进行支撑，达到解决支撑体系整体稳定性的目的，并且通过合理的杆件布置间距以减少材料使用量，以达到提高施工效率的目的，当框架梁两侧的现浇板存在高差时，通过本发明的施工方法能够增强梁侧模的强度、刚度、垂直度和平整体。
Construction method of disc buckle type steel pipe supporting frame for overrun frame beam
一种超限框架梁用盘扣式钢管支撑架施工方法
LIU SHUANG (author) / NING TAOHONG (author) / LIU CHAO (author) / LIU ENSHUN (author) / WANG GAOFENG (author) / LUO QIGUO (author) / HUANG YURU (author) / XU XIUYU (author) / WANG XIN (author) / CAO LILI (author)
2023-12-15
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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