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A platform for research: civil engineering, architecture and urbanism
Steel wire mesh framing cabin for concrete pouring of cornice board and pouring construction method
The invention discloses a steel wire mesh framing cabin for concrete pouring of a cornice plate, which is characterized in that an upper layer of reinforcing steel bars and a lower layer of reinforcing steel bars are arranged on an inclined surface of the cornice plate to form a reinforcing steel mesh, and vertical steel wire meshes perpendicular to the inclined surface of the cornice plate are arranged every 600-1000mm from the cornice bottom to the cornice top along the full length direction of the cornice plate; the vertical steel wire mesh is firmly bound with the upper-layer steel bars and the lower-layer steel bars on the inclined surface of the cornice plate respectively; meanwhile, a steel wire mesh of 400-900 mm extends upwards from the upper side of each vertical steel wire mesh in the width direction of the inclined plane of the cornice plate, a layer of dense-mesh steel wire mesh is additionally arranged in the extending steel wire mesh, and the extending steel wire mesh and the dense-mesh steel wire mesh are both firmly bound with the upper-layer steel bars, so that the steel wire mesh framing cabin is formed. The invention further discloses a concrete pouring construction method of the cornice plate. The method uses conventional materials, can reduce the usage amount of templates, effectively reduces the cost, guarantees the construction quality and safety, is simple in process, effectively improves the construction speed, and solves the problem of concrete pouring gliding.
本发明公开了一种挑檐板混凝土浇筑用钢丝网分幅舱，挑檐板斜面上设有上下两层钢筋组成钢筋网，沿挑檐板通长向自檐底向檐顶，每隔600～1000mm设置一道与挑檐板斜面垂直的垂直钢丝网，垂直钢丝网分别与挑檐板斜面上的上层钢筋和下层钢筋绑扎牢固；同时，在从每道垂直钢丝网上侧开始沿挑檐板斜面宽度方向向上延伸400～900mm钢丝网,在延伸的钢丝网内部加设一层密目钢丝网，延伸的钢丝网和密目钢丝网均与上层钢筋绑扎牢固，从而形成钢丝网分幅舱。本发明还公开了挑檐板混凝土浇筑施工方法。本发明使用材料常规，能减少模板的使用量，有效降低成本、保证施工质量和安全，工序简单，有效提高施工速度，同时解决混凝土浇筑下滑的问题。
Steel wire mesh framing cabin for concrete pouring of cornice board and pouring construction method
The invention discloses a steel wire mesh framing cabin for concrete pouring of a cornice plate, which is characterized in that an upper layer of reinforcing steel bars and a lower layer of reinforcing steel bars are arranged on an inclined surface of the cornice plate to form a reinforcing steel mesh, and vertical steel wire meshes perpendicular to the inclined surface of the cornice plate are arranged every 600-1000mm from the cornice bottom to the cornice top along the full length direction of the cornice plate; the vertical steel wire mesh is firmly bound with the upper-layer steel bars and the lower-layer steel bars on the inclined surface of the cornice plate respectively; meanwhile, a steel wire mesh of 400-900 mm extends upwards from the upper side of each vertical steel wire mesh in the width direction of the inclined plane of the cornice plate, a layer of dense-mesh steel wire mesh is additionally arranged in the extending steel wire mesh, and the extending steel wire mesh and the dense-mesh steel wire mesh are both firmly bound with the upper-layer steel bars, so that the steel wire mesh framing cabin is formed. The invention further discloses a concrete pouring construction method of the cornice plate. The method uses conventional materials, can reduce the usage amount of templates, effectively reduces the cost, guarantees the construction quality and safety, is simple in process, effectively improves the construction speed, and solves the problem of concrete pouring gliding.
本发明公开了一种挑檐板混凝土浇筑用钢丝网分幅舱，挑檐板斜面上设有上下两层钢筋组成钢筋网，沿挑檐板通长向自檐底向檐顶，每隔600～1000mm设置一道与挑檐板斜面垂直的垂直钢丝网，垂直钢丝网分别与挑檐板斜面上的上层钢筋和下层钢筋绑扎牢固；同时，在从每道垂直钢丝网上侧开始沿挑檐板斜面宽度方向向上延伸400～900mm钢丝网,在延伸的钢丝网内部加设一层密目钢丝网，延伸的钢丝网和密目钢丝网均与上层钢筋绑扎牢固，从而形成钢丝网分幅舱。本发明还公开了挑檐板混凝土浇筑施工方法。本发明使用材料常规，能减少模板的使用量，有效降低成本、保证施工质量和安全，工序简单，有效提高施工速度，同时解决混凝土浇筑下滑的问题。
Steel wire mesh framing cabin for concrete pouring of cornice board and pouring construction method
挑檐板混凝土浇筑用钢丝网分幅舱及浇筑施工方法
XIA ZHICONG (author) / MA YUE (author) / ZHANG HONGBO (author) / ZHAO HAILIAN (author) / XIA YONG (author)
2022-03-01
Patent
Electronic Resource
Chinese
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