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The invention relates to a civil engineering bridge structure and a construction method thereof and relates to the field of civil engineering bridges, the civil engineering bridge structure comprises a plurality of prefabricated piers and a bridge plate arranged on the prefabricated piers, limiting plates are arranged on the prefabricated piers, first clamping blocks and second clamping blocks are arranged on the prefabricated piers, and first clamping grooves and second clamping grooves are formed in the bridge plate; a positioning assembly is arranged on the bridge plate; the construction method comprises the following steps: S1, arranging and mounting the prefabricated bridge piers; s2, mounting a bridge plate; and S3, using a limiting plate. After the piers are formed through prefabrication, the prefabricated piers are fixed to the ground, the cast-in-place and maintenance time is shortened, the construction efficiency of a bridge is improved, and when the prefabricated piers are arranged, the distance between the two prefabricated piers is limited through abutting of the limiting plates between the prefabricated piers; the manual distance measurement time of workers and errors possibly caused by manual distance measurement are reduced, and the construction efficiency of the bridge is further improved.
本申请涉及一种土木工程桥梁结构及其施工方法,涉及土木工程桥梁的领域,土木工程桥梁结构包括若干预制桥墩和设于预制桥墩上的桥梁板,预制桥墩上设有限位板,预制桥墩上设有卡块一和卡块二,桥梁板上开设有卡槽一和卡槽二,桥梁板上设有定位组件;其施工方法包括以下步骤:S1.预制桥墩的排列和安装;S2.桥梁板的安装;S3.限位板的使用。通过预制形成桥墩后,再将预制桥墩固定于地面上,减少了现浇和养护的时间,有利于提高桥梁的施工效率,且在排列预制桥墩时,通过预制桥墩之间的限位板相抵从而对两个预制桥墩之间的距离进行限制,减少了工作人员手动测距的时间以及手动测距可能导致的误差,进一步提高了桥梁的施工效率。
The invention relates to a civil engineering bridge structure and a construction method thereof and relates to the field of civil engineering bridges, the civil engineering bridge structure comprises a plurality of prefabricated piers and a bridge plate arranged on the prefabricated piers, limiting plates are arranged on the prefabricated piers, first clamping blocks and second clamping blocks are arranged on the prefabricated piers, and first clamping grooves and second clamping grooves are formed in the bridge plate; a positioning assembly is arranged on the bridge plate; the construction method comprises the following steps: S1, arranging and mounting the prefabricated bridge piers; s2, mounting a bridge plate; and S3, using a limiting plate. After the piers are formed through prefabrication, the prefabricated piers are fixed to the ground, the cast-in-place and maintenance time is shortened, the construction efficiency of a bridge is improved, and when the prefabricated piers are arranged, the distance between the two prefabricated piers is limited through abutting of the limiting plates between the prefabricated piers; the manual distance measurement time of workers and errors possibly caused by manual distance measurement are reduced, and the construction efficiency of the bridge is further improved.
本申请涉及一种土木工程桥梁结构及其施工方法,涉及土木工程桥梁的领域,土木工程桥梁结构包括若干预制桥墩和设于预制桥墩上的桥梁板,预制桥墩上设有限位板,预制桥墩上设有卡块一和卡块二,桥梁板上开设有卡槽一和卡槽二,桥梁板上设有定位组件;其施工方法包括以下步骤:S1.预制桥墩的排列和安装;S2.桥梁板的安装;S3.限位板的使用。通过预制形成桥墩后,再将预制桥墩固定于地面上,减少了现浇和养护的时间,有利于提高桥梁的施工效率,且在排列预制桥墩时,通过预制桥墩之间的限位板相抵从而对两个预制桥墩之间的距离进行限制,减少了工作人员手动测距的时间以及手动测距可能导致的误差,进一步提高了桥梁的施工效率。
Civil engineering bridge structure and construction method thereof
一种土木工程桥梁结构及其施工方法
TAN QIONG (author)
2022-12-30
Patent
Electronic Resource
Chinese
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