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The invention relates to the technical field of road bridge construction, and discloses a bridge cofferdam construction method. The invention discloses a bridge cofferdam construction method. The method comprises the following steps that the construction position of a bridge structure is determined; a cofferdam structure is arranged in the upstream direction of the construction position of the bridge structure; a first hardened road is arranged on the downstream side of the cofferdam structure; a second hardened road is arranged on the side, away from the cofferdam structure, of the bridge structure, and the construction position of the bridge structure is located between the first hardened road and the second hardened road; and constructing a bridge structure by using the first hardened road and the second hardened road. The cofferdam structure is used for arranging the first hardened road, and the second hardened road is arranged on the side, away from the cofferdam structure, of the bridge structure, so that the hardened roads are formed on the two sides of the construction position of the bridge structure, transportation and arrangement of vehicles, equipment and materials can be carried out more conveniently, the construction convenience is greatly improved, and the construction efficiency is improved. And meanwhile, the structural strength of the cofferdam can be enhanced.
本发明涉及道路桥梁施工技术领域,公开了一种桥梁围堰施工方法。本发明公开的桥梁围堰施工方法,包括如下步骤:确定桥梁结构施工位置;在桥梁结构施工位置的迎水方向设置围堰结构;在围堰结构的背水侧设置第一硬化道路;在桥梁结构远离围堰结构的一侧设置第二硬化道路,所述桥梁结构施工位置位于第一硬化道路和第二硬化道路之间;利用第一硬化道路和第二硬化道路进行桥梁结构的施工。本申请利用围堰结构设置第一硬化道路,并在桥梁结构远离围堰结构的一侧设置第二硬化道路,使桥梁结构施工位置的两侧均形成硬化道路,可以更为方便地进行车辆、设备及材料的运输和布置,大幅提高施工的便利性,同时还可以加强围堰的结构强度。
The invention relates to the technical field of road bridge construction, and discloses a bridge cofferdam construction method. The invention discloses a bridge cofferdam construction method. The method comprises the following steps that the construction position of a bridge structure is determined; a cofferdam structure is arranged in the upstream direction of the construction position of the bridge structure; a first hardened road is arranged on the downstream side of the cofferdam structure; a second hardened road is arranged on the side, away from the cofferdam structure, of the bridge structure, and the construction position of the bridge structure is located between the first hardened road and the second hardened road; and constructing a bridge structure by using the first hardened road and the second hardened road. The cofferdam structure is used for arranging the first hardened road, and the second hardened road is arranged on the side, away from the cofferdam structure, of the bridge structure, so that the hardened roads are formed on the two sides of the construction position of the bridge structure, transportation and arrangement of vehicles, equipment and materials can be carried out more conveniently, the construction convenience is greatly improved, and the construction efficiency is improved. And meanwhile, the structural strength of the cofferdam can be enhanced.
本发明涉及道路桥梁施工技术领域,公开了一种桥梁围堰施工方法。本发明公开的桥梁围堰施工方法,包括如下步骤:确定桥梁结构施工位置;在桥梁结构施工位置的迎水方向设置围堰结构;在围堰结构的背水侧设置第一硬化道路;在桥梁结构远离围堰结构的一侧设置第二硬化道路,所述桥梁结构施工位置位于第一硬化道路和第二硬化道路之间;利用第一硬化道路和第二硬化道路进行桥梁结构的施工。本申请利用围堰结构设置第一硬化道路,并在桥梁结构远离围堰结构的一侧设置第二硬化道路,使桥梁结构施工位置的两侧均形成硬化道路,可以更为方便地进行车辆、设备及材料的运输和布置,大幅提高施工的便利性,同时还可以加强围堰的结构强度。
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