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Installation method for preventing lower chord member at end of large-span truss from bending deformation
The invention discloses a mounting method for preventing a lower chord member at the end of a large-span truss from bending deformation, which comprises the following steps of: 1, splicing and assembling the large-span truss on the ground, and arranging bidirectional diagonal web members in support grids on two sides of the truss; 2, a truss is arranged on the top of a jack, and the jack jacks up the truss; 3, steel corbels are arranged on the columns in a matched mode in the installation process; 4, a crane rope is fixed to profile steel on the two sides of a lower chord of the truss, and the truss is hoisted through the crane; 5, the crane hoists the truss to the top of the steel corbel, and the support grids on the two sides of the truss are connected with the steel corbel; 6, fixing between the crane rope and the truss is unfastened, the steel bracket is dismantled, and installation of the large-span truss is completed. According to the installation method for preventing the lower chord member at the end of the large-span truss from being bent and deformed, in the installation process of a crane, the rope pulling force can be released in advance, and the purposes of energy conservation and emission reduction are achieved.
本发明公开了一种防止大跨度桁架端部下弦杆受弯变形的安装方法,包括以下步骤:步骤1、在地面拼接组装大跨度桁架,在桁架两侧支座区格设置双向斜腹杆;步骤2、将桁架置于千斤顶顶部,千斤顶将桁架顶起;步骤3、安装过程中配合在柱子上设置钢制牛腿;步骤4、将起重机绳索固定在桁架下弦两侧型钢,通过起重机对桁架进行吊装;步骤5、起重机将桁架吊装至钢制牛腿顶部,桁架两侧支座区格与钢制牛腿连接;步骤6、解开重机绳索与桁架之间的固定,拆除钢制牛腿,完成大跨度桁架的安装,本发明一种防止大跨度桁架端部下弦杆受弯变形的安装方法,起重机在安装过程中可以提前释放绳索拉力,起到节能减排的目的。
Installation method for preventing lower chord member at end of large-span truss from bending deformation
The invention discloses a mounting method for preventing a lower chord member at the end of a large-span truss from bending deformation, which comprises the following steps of: 1, splicing and assembling the large-span truss on the ground, and arranging bidirectional diagonal web members in support grids on two sides of the truss; 2, a truss is arranged on the top of a jack, and the jack jacks up the truss; 3, steel corbels are arranged on the columns in a matched mode in the installation process; 4, a crane rope is fixed to profile steel on the two sides of a lower chord of the truss, and the truss is hoisted through the crane; 5, the crane hoists the truss to the top of the steel corbel, and the support grids on the two sides of the truss are connected with the steel corbel; 6, fixing between the crane rope and the truss is unfastened, the steel bracket is dismantled, and installation of the large-span truss is completed. According to the installation method for preventing the lower chord member at the end of the large-span truss from being bent and deformed, in the installation process of a crane, the rope pulling force can be released in advance, and the purposes of energy conservation and emission reduction are achieved.
本发明公开了一种防止大跨度桁架端部下弦杆受弯变形的安装方法,包括以下步骤:步骤1、在地面拼接组装大跨度桁架,在桁架两侧支座区格设置双向斜腹杆;步骤2、将桁架置于千斤顶顶部,千斤顶将桁架顶起;步骤3、安装过程中配合在柱子上设置钢制牛腿;步骤4、将起重机绳索固定在桁架下弦两侧型钢,通过起重机对桁架进行吊装;步骤5、起重机将桁架吊装至钢制牛腿顶部,桁架两侧支座区格与钢制牛腿连接;步骤6、解开重机绳索与桁架之间的固定,拆除钢制牛腿,完成大跨度桁架的安装,本发明一种防止大跨度桁架端部下弦杆受弯变形的安装方法,起重机在安装过程中可以提前释放绳索拉力,起到节能减排的目的。
Installation method for preventing lower chord member at end of large-span truss from bending deformation
一种防止大跨度桁架端部下弦杆受弯变形的安装方法
GUO BAOSHENG (Autor:in) / LI HUIBIN (Autor:in) / REN LEI (Autor:in)
22.10.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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