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Construction method of special-shaped steel structure
According to the construction method of the special-shaped steel structures, a first special-shaped steel structure and a second special-shaped steel structure are lifted and put on bearing plates on the two sides correspondingly, and the construction method specifically comprises the following steps that S1, the special-shaped steel structures arranged on the bearing plates on the two sides are fixed; s2, the positions of splicing openings of the special-shaped steel structures at the two ends are adjusted by controlling lifting of a bearing plate; and S3, the special-shaped steel structure at one end is controlled to move, the special-shaped steel structure and the special-shaped irregular steel structure are spliced, the special-shaped irregular steel structure is obtained, and the problems that in the prior art, combination and connection sealing performance between the special-shaped steel structures is poor, and the risk coefficient is high are effectively solved.
一种异形钢构的施工方法，将第一异形钢构和第二异形钢构上提，分别投放在两侧的承载板上，具体包括有以下几个步骤：S1、对两侧承载板上设置的异形钢构进行固定；S2、通过控制承载板的升降，分别调节两端异形钢构的拼接口的位置；S3、控制一端的异形钢构移动，将两者进行拼接，得到异形不规则钢结构，有效的解决了现有技术中异形钢构之间的组合和连接的密接性差以及风险系数高的问题。
Construction method of special-shaped steel structure
According to the construction method of the special-shaped steel structures, a first special-shaped steel structure and a second special-shaped steel structure are lifted and put on bearing plates on the two sides correspondingly, and the construction method specifically comprises the following steps that S1, the special-shaped steel structures arranged on the bearing plates on the two sides are fixed; s2, the positions of splicing openings of the special-shaped steel structures at the two ends are adjusted by controlling lifting of a bearing plate; and S3, the special-shaped steel structure at one end is controlled to move, the special-shaped steel structure and the special-shaped irregular steel structure are spliced, the special-shaped irregular steel structure is obtained, and the problems that in the prior art, combination and connection sealing performance between the special-shaped steel structures is poor, and the risk coefficient is high are effectively solved.
一种异形钢构的施工方法，将第一异形钢构和第二异形钢构上提，分别投放在两侧的承载板上，具体包括有以下几个步骤：S1、对两侧承载板上设置的异形钢构进行固定；S2、通过控制承载板的升降，分别调节两端异形钢构的拼接口的位置；S3、控制一端的异形钢构移动，将两者进行拼接，得到异形不规则钢结构，有效的解决了现有技术中异形钢构之间的组合和连接的密接性差以及风险系数高的问题。
Construction method of special-shaped steel structure
一种异形钢构的施工方法
WANG PENG ( author ) / WANG YONG ( author ) / LIU JIAN ( author ) / WANG XINGMOU ( author ) / CAI YONG ( author )
2022-09-09
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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