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Annular belt truss and construction method thereof
The invention relates to an annular truss and a construction method thereof, and relates to the technical field of building frameworks, and the construction method comprises the following steps: transporting a plurality of supporting jig frames to a site in a spare part form, and transporting an annular truss to the site in a sheet part form; setting out by using a total station, and determining the mounting positions of a plurality of supporting jig frames; supporting jig frames are sequentially installed at the multiple installation positions; sequentially splicing the pieces into six side ring sub-belts, six upper ring sub-belts and six inclined ring sub-belts; and the six side ring sub-belts are installed on the supporting jig frame, and the six upper ring sub-belts and the six inclined ring sub-belts are sequentially welded to the corresponding side ring sub-belts. When the annular belt truss is installed, the annular belt truss is hoisted in a segmented mode, the weight is light in the hoisting process, the hoisting difficulty is small, and the construction efficiency can be effectively improved.
本申请涉及一种环带桁架及其施工方法,涉及建筑框架技术领域,其方法包括如下步骤:将若干支撑胎架以散件形式运至现场,环形桁架以片件形式运至现场;利用全站仪放线,确定若干支撑胎架的安装位置;在若干所述安装位置处依次安装支撑胎架;将片件依次拼接成为六个侧环分带,六个上环分带和六个斜环分带;将六个侧环分带安装到支撑胎架上,将六个上环分带和六个斜环分带依次焊接到对应的侧环分带上。在对环带桁架进行安装时,是分段进行吊装的,在吊装时候重量较轻,吊装的难度较小,可有效的提高施工的效率。
Annular belt truss and construction method thereof
The invention relates to an annular truss and a construction method thereof, and relates to the technical field of building frameworks, and the construction method comprises the following steps: transporting a plurality of supporting jig frames to a site in a spare part form, and transporting an annular truss to the site in a sheet part form; setting out by using a total station, and determining the mounting positions of a plurality of supporting jig frames; supporting jig frames are sequentially installed at the multiple installation positions; sequentially splicing the pieces into six side ring sub-belts, six upper ring sub-belts and six inclined ring sub-belts; and the six side ring sub-belts are installed on the supporting jig frame, and the six upper ring sub-belts and the six inclined ring sub-belts are sequentially welded to the corresponding side ring sub-belts. When the annular belt truss is installed, the annular belt truss is hoisted in a segmented mode, the weight is light in the hoisting process, the hoisting difficulty is small, and the construction efficiency can be effectively improved.
本申请涉及一种环带桁架及其施工方法,涉及建筑框架技术领域,其方法包括如下步骤:将若干支撑胎架以散件形式运至现场,环形桁架以片件形式运至现场;利用全站仪放线,确定若干支撑胎架的安装位置;在若干所述安装位置处依次安装支撑胎架;将片件依次拼接成为六个侧环分带,六个上环分带和六个斜环分带;将六个侧环分带安装到支撑胎架上,将六个上环分带和六个斜环分带依次焊接到对应的侧环分带上。在对环带桁架进行安装时,是分段进行吊装的,在吊装时候重量较轻,吊装的难度较小,可有效的提高施工的效率。
Annular belt truss and construction method thereof
一种环带桁架及其施工方法
WANG HUI (Autor:in) / CUI KAI (Autor:in) / SHENG FUHENG (Autor:in) / ZHANG FENG (Autor:in) / PAN XIANGFEI (Autor:in) / CHEN XUEWEI (Autor:in) / CHEN WENHAO (Autor:in)
17.12.2024
Patent
Elektronische Ressource
Chinesisch
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