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The invention relates to a construction method of a large-span section steel composite beam bridge. According to the scheme, the construction method comprises the following steps that firstly, construction preparation is conducted; secondly, profile steel supporting beams are arranged; thirdly, a suspension platform is arranged; fourthly, connecting cross beams are arranged; 5, beam top concrete construction; sixthly, a joint boundary beam is installed; seventhly, a slab top sealing layer is constructed. The positioning precision of the bridge structure can be improved, the construction difficulty is reduced, and the construction platform layout difficulty is reduced.
本发明涉及大跨度型钢组合梁桥施工方法,该方案包括以下步骤:步骤一、施工准备;步骤二、型钢撑梁布设;步骤三、悬吊平台设置;步骤四、连接横梁布设;步骤五、梁顶混凝土施工;步骤六、接缝边梁安装;步骤七、板顶封闭层施工。本发明可提高桥梁结构的定位精度、降低施工难度、减小施工平台布设难度。
The invention relates to a construction method of a large-span section steel composite beam bridge. According to the scheme, the construction method comprises the following steps that firstly, construction preparation is conducted; secondly, profile steel supporting beams are arranged; thirdly, a suspension platform is arranged; fourthly, connecting cross beams are arranged; 5, beam top concrete construction; sixthly, a joint boundary beam is installed; seventhly, a slab top sealing layer is constructed. The positioning precision of the bridge structure can be improved, the construction difficulty is reduced, and the construction platform layout difficulty is reduced.
本发明涉及大跨度型钢组合梁桥施工方法,该方案包括以下步骤:步骤一、施工准备;步骤二、型钢撑梁布设;步骤三、悬吊平台设置;步骤四、连接横梁布设;步骤五、梁顶混凝土施工;步骤六、接缝边梁安装;步骤七、板顶封闭层施工。本发明可提高桥梁结构的定位精度、降低施工难度、减小施工平台布设难度。
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