Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel bar truss floor support plate supporting structure and mounting method thereof
The invention relates to a steel bar truss floor bearing plate supporting structure. Floor bearing plates are meshed with each other through back-hooking edges. Arc-shaped tie bars are arranged between the steel bar trusses on the two sides of the floor bearing plate splicing seam, the two ends of the arc-shaped tie bars are fixedly connected with the steel bar trusses, and the arc midpoint is connected with the splicing seam. A plurality of arc-shaped tie bars are arranged along the splicing seam at equal intervals; a joist is arranged on the lower side of the floor support plate; two ends of the joist abut against the left steel beam and the right steel beam; the invention further provides an installation method of the steel bar truss floor bearing plate supporting structure, and after the floor frame stand columns and the steel beams are installed, the joists are transversely installed in each floor span; mounting a bearing beam on the supporting beam, wherein the upper surface of the bearing beam is 2-3mm higher than the upper surface of the steel beam; the floor support plates are constructed on the steel beams and the supports, and the upper bent hook edges and the lower bent hook edges of the adjacent floor support plates are engaged with one another; according to the double-reinforcement floor support plate, the double-reinforcement floor support plate is adopted, and the problem of slurry leakage is solved.
本发明涉及一种钢筋桁架楼承板支撑结构，楼承板与楼承板通过回钩边相互咬合；楼承板与楼承板拼接缝两侧的钢筋桁架之间设有弧形拉筋，弧形拉筋两端与钢筋桁架固接，弧中点与拼接缝相接；弧形拉筋沿所述拼接缝等间距布置若干个；楼承板下侧设有托梁，托梁两端与左钢梁、右钢梁抵接；本发明还提供了上述钢筋桁架楼承板支撑结构的安装方法，楼面架立柱和钢梁安装完毕后，在每个楼面跨内横向安装托梁；在托梁上安装垫梁，垫梁上皮高于钢梁上表面2‑3mm；在钢梁及托撑之上施工楼承板，相邻楼承板与楼承板边缘上弯回钩边与下弯回钩边相咬合；拼接缝两侧钢筋桁架之间焊接弧形拉筋，弧形拉筋的中心压在拼接缝上，本发明双重加固楼承板，解决漏浆问题。
Steel bar truss floor support plate supporting structure and mounting method thereof
The invention relates to a steel bar truss floor bearing plate supporting structure. Floor bearing plates are meshed with each other through back-hooking edges. Arc-shaped tie bars are arranged between the steel bar trusses on the two sides of the floor bearing plate splicing seam, the two ends of the arc-shaped tie bars are fixedly connected with the steel bar trusses, and the arc midpoint is connected with the splicing seam. A plurality of arc-shaped tie bars are arranged along the splicing seam at equal intervals; a joist is arranged on the lower side of the floor support plate; two ends of the joist abut against the left steel beam and the right steel beam; the invention further provides an installation method of the steel bar truss floor bearing plate supporting structure, and after the floor frame stand columns and the steel beams are installed, the joists are transversely installed in each floor span; mounting a bearing beam on the supporting beam, wherein the upper surface of the bearing beam is 2-3mm higher than the upper surface of the steel beam; the floor support plates are constructed on the steel beams and the supports, and the upper bent hook edges and the lower bent hook edges of the adjacent floor support plates are engaged with one another; according to the double-reinforcement floor support plate, the double-reinforcement floor support plate is adopted, and the problem of slurry leakage is solved.
本发明涉及一种钢筋桁架楼承板支撑结构，楼承板与楼承板通过回钩边相互咬合；楼承板与楼承板拼接缝两侧的钢筋桁架之间设有弧形拉筋，弧形拉筋两端与钢筋桁架固接，弧中点与拼接缝相接；弧形拉筋沿所述拼接缝等间距布置若干个；楼承板下侧设有托梁，托梁两端与左钢梁、右钢梁抵接；本发明还提供了上述钢筋桁架楼承板支撑结构的安装方法，楼面架立柱和钢梁安装完毕后，在每个楼面跨内横向安装托梁；在托梁上安装垫梁，垫梁上皮高于钢梁上表面2‑3mm；在钢梁及托撑之上施工楼承板，相邻楼承板与楼承板边缘上弯回钩边与下弯回钩边相咬合；拼接缝两侧钢筋桁架之间焊接弧形拉筋，弧形拉筋的中心压在拼接缝上，本发明双重加固楼承板，解决漏浆问题。
Steel bar truss floor support plate supporting structure and mounting method thereof
钢筋桁架楼承板支撑结构及其安装方法
ZHAO KAI (Autor:in) / YU HAIDONG (Autor:in) / SUN GUANGYUAN (Autor:in)
01.07.2022
Patent
Elektronische Ressource
Chinesisch
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