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Roof combined type anti-leakage deformation joint construction method
The invention relates to the technical field of buildings, in particular to a roof combined type anti-leakage deformation joint construction method. The method comprises the steps that S1, spare and accessory parts are manufactured, specifically, a semicircular drainage groove, an expansion joint deformation steel plate, a detachable decorative surface layer and a bolt hidden decorative pinch plate are manufactured; S2, deformation joint structure construction is conducted, specifically, structural design optimization is conducted on a structural beam at the position of a horizontal structuraldeformation joint, the problem of a steel bar protection layer is solved in a mode of adding steel bars, a formwork at the position of the deformation joint is erected, a structural water drip and alocal groove are formed in the beam surface, and a groove is formed in the beam bottom or the beam side; S3, a deformation joint drainage system is installed; S4, the deformation expansion plate and the decorative surface layer on the upper portion of the deformation joint are installed; and S5, the positions of bolts are determined through surveying and setting out, the distance between the boltsranges from 300mm to 500 mm, and after the bolts are installed, the height is increased according to the beam bottom building decoration elevation. According to the roof combined type anti-leakage deformation joint construction method, space is reserved for later-period deformation plate installation, and later-period decoration attractiveness is facilitated.
本发明涉及建筑技术领域,尤其是一种屋面组合式防渗漏变形缝施工工法,S1、对零配件制作:对半圆形排水槽、伸缩缝变形钢板、可拆卸式装饰面层、螺栓隐蔽装饰扣板进行制作;S2、变形缝结构施工:对水平结构变形缝位置的结构梁进行结构设计优化,通过附加钢筋的方式,解决钢筋保护层的问题,支设变形缝部位的模板,梁面设置结构滴水线及局部凹槽,在梁底或梁侧设置凹槽;S3、变形缝排水系统安装:S4、变形缝上部变形伸缩板及装饰面层安装:S5、通过测量放线,确定螺栓的位置,螺栓的间距为300‑500mm,螺栓安装完毕后,根据梁底建筑装饰标高。本发明具有为后期的变形板安装预留空间,利于后期装修美观。
Roof combined type anti-leakage deformation joint construction method
The invention relates to the technical field of buildings, in particular to a roof combined type anti-leakage deformation joint construction method. The method comprises the steps that S1, spare and accessory parts are manufactured, specifically, a semicircular drainage groove, an expansion joint deformation steel plate, a detachable decorative surface layer and a bolt hidden decorative pinch plate are manufactured; S2, deformation joint structure construction is conducted, specifically, structural design optimization is conducted on a structural beam at the position of a horizontal structuraldeformation joint, the problem of a steel bar protection layer is solved in a mode of adding steel bars, a formwork at the position of the deformation joint is erected, a structural water drip and alocal groove are formed in the beam surface, and a groove is formed in the beam bottom or the beam side; S3, a deformation joint drainage system is installed; S4, the deformation expansion plate and the decorative surface layer on the upper portion of the deformation joint are installed; and S5, the positions of bolts are determined through surveying and setting out, the distance between the boltsranges from 300mm to 500 mm, and after the bolts are installed, the height is increased according to the beam bottom building decoration elevation. According to the roof combined type anti-leakage deformation joint construction method, space is reserved for later-period deformation plate installation, and later-period decoration attractiveness is facilitated.
本发明涉及建筑技术领域,尤其是一种屋面组合式防渗漏变形缝施工工法,S1、对零配件制作:对半圆形排水槽、伸缩缝变形钢板、可拆卸式装饰面层、螺栓隐蔽装饰扣板进行制作;S2、变形缝结构施工:对水平结构变形缝位置的结构梁进行结构设计优化,通过附加钢筋的方式,解决钢筋保护层的问题,支设变形缝部位的模板,梁面设置结构滴水线及局部凹槽,在梁底或梁侧设置凹槽;S3、变形缝排水系统安装:S4、变形缝上部变形伸缩板及装饰面层安装:S5、通过测量放线,确定螺栓的位置,螺栓的间距为300‑500mm,螺栓安装完毕后,根据梁底建筑装饰标高。本发明具有为后期的变形板安装预留空间,利于后期装修美观。
Roof combined type anti-leakage deformation joint construction method
一种屋面组合式防渗漏变形缝施工工法
YU HAIBIN (author) / ZHAO FEIHUA (author) / TENG LIFENG (author) / XIANG QI (author) / DONG YUFENG (author)
2020-11-17
Patent
Electronic Resource
Chinese
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