Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Temporary supporting device of large-span truss and installation method of large-span truss
The invention relates to a temporary supporting device of a large-span truss and a mounting method of the large-span truss, and relates to the field of building construction.The temporary supporting device of the large-span truss comprises a main supporting assembly, a supporting platform and a moving assembly; the supporting platform is connected to the main supporting assembly, so that the supporting platform is supported by the main supporting assembly; a groove is formed in the supporting surface of the supporting platform, and the groove is provided with a concave pole; the moving assembly comprises a mounting seat and a universal ball, and the universal ball is freely and rotatably connected to the mounting seat; the groove is used for placing the universal ball; the installation method of the large-span truss comprises the following steps that S1, the main supporting assembly is in place, and the moving assembly is fixed to the truss set; s2, the truss set is hoisted into a groove of the supporting platform; s3, rotating the universal ball to a concave pole; and S4, the truss set to be installed is fixed to the wall, the beam, the column or the installed truss set. The truss group splicing device has the effect of conveniently splicing the truss group to be mounted and the mounted truss group.
本申请涉及一种大跨度桁架的临时支撑装置及大跨度桁架的安装方法，涉及建筑施工的领域，大跨度桁架的临时支撑装置包括主支撑组件、支撑平台和移动组件；支撑平台连接于主支撑组件，以由主支撑组件对支撑平台进行支撑；支撑平台于支撑面上开设有凹槽，凹槽具有凹陷极点；移动组件包括安装座和万向球，万向球自由转动连接于安装座；凹槽用于供万向球放置；大跨度桁架的安装方法包括如下步骤：S1：主支撑组件就位，并将移动组件固定于桁架组；S2：将桁架组吊装至支撑平台的凹槽内；S3：将万向球转动至凹陷极点处；S4：将待安装桁架组固定于墙体、梁、柱或已安装桁架组上。本申请具有便于将待安装的桁架组与已安装的桁架组拼接的效果。
Temporary supporting device of large-span truss and installation method of large-span truss
The invention relates to a temporary supporting device of a large-span truss and a mounting method of the large-span truss, and relates to the field of building construction.The temporary supporting device of the large-span truss comprises a main supporting assembly, a supporting platform and a moving assembly; the supporting platform is connected to the main supporting assembly, so that the supporting platform is supported by the main supporting assembly; a groove is formed in the supporting surface of the supporting platform, and the groove is provided with a concave pole; the moving assembly comprises a mounting seat and a universal ball, and the universal ball is freely and rotatably connected to the mounting seat; the groove is used for placing the universal ball; the installation method of the large-span truss comprises the following steps that S1, the main supporting assembly is in place, and the moving assembly is fixed to the truss set; s2, the truss set is hoisted into a groove of the supporting platform; s3, rotating the universal ball to a concave pole; and S4, the truss set to be installed is fixed to the wall, the beam, the column or the installed truss set. The truss group splicing device has the effect of conveniently splicing the truss group to be mounted and the mounted truss group.
本申请涉及一种大跨度桁架的临时支撑装置及大跨度桁架的安装方法，涉及建筑施工的领域，大跨度桁架的临时支撑装置包括主支撑组件、支撑平台和移动组件；支撑平台连接于主支撑组件，以由主支撑组件对支撑平台进行支撑；支撑平台于支撑面上开设有凹槽，凹槽具有凹陷极点；移动组件包括安装座和万向球，万向球自由转动连接于安装座；凹槽用于供万向球放置；大跨度桁架的安装方法包括如下步骤：S1：主支撑组件就位，并将移动组件固定于桁架组；S2：将桁架组吊装至支撑平台的凹槽内；S3：将万向球转动至凹陷极点处；S4：将待安装桁架组固定于墙体、梁、柱或已安装桁架组上。本申请具有便于将待安装的桁架组与已安装的桁架组拼接的效果。
Temporary supporting device of large-span truss and installation method of large-span truss
大跨度桁架的临时支撑装置及大跨度桁架的安装方法
LIU JINGSHENG (Autor:in) / LI YUHONG (Autor:in) / XIAO ZHENGGUO (Autor:in) / CHEN YONGJI (Autor:in) / ZHANG LINAN (Autor:in) / JIN QIFENG (Autor:in)
24.10.2023
Patent
Elektronische Ressource
Chinesisch
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