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Ultra-large space grid structure and hoisting positioning method thereof
The ultra-large space grid structure comprises a first steel plate, a second steel plate is arranged at the top end of the first steel plate, first reinforcing mechanisms are fixedly installed on the two sides of the top end of the first steel plate, and a second reinforcing mechanism is fixedly installed in the middle of the top end of the first steel plate; a first steel plate and a second steel plate are fixedly mounted on the base, first hoisting mechanisms are fixedly mounted at the two ends of the two sides of the second steel plate correspondingly, and displacement grooves are formed in the middles of the two sides of the second steel plate correspondingly. And the angle plate and the positioning block are matched with each other to carry out triangular segmentation on the space between the first steel plate and the second steel plate for the second time, so that the anti-pressure capability of the grid structure is improved, the phenomenon that the space grid structure is easily sunken or damaged under the impact of external force is avoided, and the service life of the space grid structure is prolonged.
本发明公开了一种超大型空间网格结构及其吊装定位方法,包括第一钢板,第一钢板的顶端设有第二钢板,第一钢板顶端的两侧均固定安装有第一加固机构,第一钢板顶端的中部固定安装有第二加固机构,第二钢板两侧的两端均固定安装有第一吊装机构,第二钢板两侧的中部均开设有位移槽,本发明通过设置第一加固机构和第二加固机构,第一立杆、第二立杆和连接块对第一钢板与第二钢板之间的空间进行三角形分割,角度板和定位块相互配合二次对第一钢板与第二钢板之间的空间进行三角形分割,增加网格结构自身的抗压能力,避免其在外力的冲击下容易出现空间网格结构凹陷或者损毁的现象,延长了空间网格结构的使用寿命。
Ultra-large space grid structure and hoisting positioning method thereof
The ultra-large space grid structure comprises a first steel plate, a second steel plate is arranged at the top end of the first steel plate, first reinforcing mechanisms are fixedly installed on the two sides of the top end of the first steel plate, and a second reinforcing mechanism is fixedly installed in the middle of the top end of the first steel plate; a first steel plate and a second steel plate are fixedly mounted on the base, first hoisting mechanisms are fixedly mounted at the two ends of the two sides of the second steel plate correspondingly, and displacement grooves are formed in the middles of the two sides of the second steel plate correspondingly. And the angle plate and the positioning block are matched with each other to carry out triangular segmentation on the space between the first steel plate and the second steel plate for the second time, so that the anti-pressure capability of the grid structure is improved, the phenomenon that the space grid structure is easily sunken or damaged under the impact of external force is avoided, and the service life of the space grid structure is prolonged.
本发明公开了一种超大型空间网格结构及其吊装定位方法,包括第一钢板,第一钢板的顶端设有第二钢板,第一钢板顶端的两侧均固定安装有第一加固机构,第一钢板顶端的中部固定安装有第二加固机构,第二钢板两侧的两端均固定安装有第一吊装机构,第二钢板两侧的中部均开设有位移槽,本发明通过设置第一加固机构和第二加固机构,第一立杆、第二立杆和连接块对第一钢板与第二钢板之间的空间进行三角形分割,角度板和定位块相互配合二次对第一钢板与第二钢板之间的空间进行三角形分割,增加网格结构自身的抗压能力,避免其在外力的冲击下容易出现空间网格结构凹陷或者损毁的现象,延长了空间网格结构的使用寿命。
Ultra-large space grid structure and hoisting positioning method thereof
一种超大型空间网格结构及其吊装定位方法
XIONG GUO (Autor:in) / CHEN ZHENLI (Autor:in) / HUANG CHAOWEI (Autor:in)
25.06.2024
Patent
Elektronische Ressource
Chinesisch
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