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A platform for research: civil engineering, architecture and urbanism
Combined temporary supporting device of steel bar truss floor support plate
The invention discloses a combined temporary supporting device for a steel bar truss floor support plate, which comprises two primary truss girders I and an adjusting truss girder, the primary truss girders I are arranged at the two ends of the adjusting truss girder, a connecting plate is arranged at the front end of the primary truss girder I in the front, a connecting plate is arranged at the rear end of the primary truss girder I in the rear, and the adjusting truss girder I is arranged on the connecting plate. The adjusting truss girder comprises at least two inserting truss girders and at least one sleeving truss girder, and the inserting truss girders and the sleeving truss girders are sequentially and alternately connected together in a sleeving mode. Compared with the prior art, the building span of the steel bar truss floor support plate can be increased, the steel bar truss floor support plate can adapt to various spans, and due to suspended horizontal supporting, the construction efficiency is improved; the construction operation space is wide, the supporting stability is better than that of landing independent supporting, entrance of erecting workers and carpenters is avoided, manpower and time are saved, and the method is particularly suitable for buildings of a pre-tensioning fast-assembly construction system within three layers.
本发明公开了一种钢筋桁架楼承板的组合式临时支撑装置，包括两个主桁架梁I和调节桁架梁，所述调节桁架梁的两端均设有主桁架梁I，前方所述的主桁架梁I的前端设有一连接板，后方所述的主桁架梁I的后端设有一连接板，所述调节桁架梁包括至少两个插接桁架梁和至少一个套接桁架梁，所述插接桁架梁和套接桁架梁依次交替套接连接在一起，与现有技术相比，能够增加钢筋桁架楼承板的搭设跨度，且能适应多种跨度，并且由于是悬空水平支撑，施工作业空间较为开阔，支撑稳定性也较落地独立支撑好，也免去了架子工、木工的入场，节省人力、时间，特别适用于三层以内的先张快装施工体系的建筑。
Combined temporary supporting device of steel bar truss floor support plate
The invention discloses a combined temporary supporting device for a steel bar truss floor support plate, which comprises two primary truss girders I and an adjusting truss girder, the primary truss girders I are arranged at the two ends of the adjusting truss girder, a connecting plate is arranged at the front end of the primary truss girder I in the front, a connecting plate is arranged at the rear end of the primary truss girder I in the rear, and the adjusting truss girder I is arranged on the connecting plate. The adjusting truss girder comprises at least two inserting truss girders and at least one sleeving truss girder, and the inserting truss girders and the sleeving truss girders are sequentially and alternately connected together in a sleeving mode. Compared with the prior art, the building span of the steel bar truss floor support plate can be increased, the steel bar truss floor support plate can adapt to various spans, and due to suspended horizontal supporting, the construction efficiency is improved; the construction operation space is wide, the supporting stability is better than that of landing independent supporting, entrance of erecting workers and carpenters is avoided, manpower and time are saved, and the method is particularly suitable for buildings of a pre-tensioning fast-assembly construction system within three layers.
本发明公开了一种钢筋桁架楼承板的组合式临时支撑装置，包括两个主桁架梁I和调节桁架梁，所述调节桁架梁的两端均设有主桁架梁I，前方所述的主桁架梁I的前端设有一连接板，后方所述的主桁架梁I的后端设有一连接板，所述调节桁架梁包括至少两个插接桁架梁和至少一个套接桁架梁，所述插接桁架梁和套接桁架梁依次交替套接连接在一起，与现有技术相比，能够增加钢筋桁架楼承板的搭设跨度，且能适应多种跨度，并且由于是悬空水平支撑，施工作业空间较为开阔，支撑稳定性也较落地独立支撑好，也免去了架子工、木工的入场，节省人力、时间，特别适用于三层以内的先张快装施工体系的建筑。
Combined temporary supporting device of steel bar truss floor support plate
一种钢筋桁架楼承板的组合式临时支撑装置
LUO BIBING (author) / SHI TAO (author) / ZENG JINGHUA (author) / MA XINCHAO (author)
2023-07-07
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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