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Prefabricated anti-collision wall real seam construction structure and construction method
The invention relates to a prefabricated anti-collision wall real seam construction structure which comprises a first anti-collision wall outer side formwork, a second anti-collision wall outer side formwork, a first anti-collision wall inner side formwork, a second anti-collision wall inner side formwork, a front connecting steel plate, a rear connecting steel plate and a middle drawing steel plate. The middle drawing steel plate is positioned between the front connecting steel plate and the rear connecting steel plate; the left side of the front connecting steel plate is connected with the first anti-collision wall outer side formwork, and the right side of the front connecting steel plate is connected with the second anti-collision wall inner side formwork. The left side of the rear connecting steel plate is connected with the second anti-collision wall outer side formwork, and the right side of the rear connecting steel plate is connected with the first anti-collision wall inner side formwork. According to the method, uneven cracking caused by the influence of the tension stress of the prefabricated box girder is solved by reserving the real seam, and meanwhile, the mounting and dismounting efficiency of the formwork is considered.
本发明涉及一种预制防撞墙真缝施工结构,包括第一防撞墙外侧模板、第二防撞墙外侧模板、第一防撞墙内侧模板、第二防撞墙内侧模板、前连接钢板、后连接钢板和中间抽拉钢板;所述中间抽拉钢板位于所述前连接钢板和所述后连接钢板之间;所述前连接钢板左侧连接所述第一防撞墙外侧模板,所述前连接钢板右侧连接所述第二防撞墙内侧模板;所述后连接钢板左侧连接所述第二防撞墙外侧模板,所述后连接钢板右侧连接所述第一防撞墙内侧模板。本发明既通过预留真缝解决预制箱梁张拉应力影响导致的不均匀开裂,同时兼顾了模板的安拆效率。
Prefabricated anti-collision wall real seam construction structure and construction method
The invention relates to a prefabricated anti-collision wall real seam construction structure which comprises a first anti-collision wall outer side formwork, a second anti-collision wall outer side formwork, a first anti-collision wall inner side formwork, a second anti-collision wall inner side formwork, a front connecting steel plate, a rear connecting steel plate and a middle drawing steel plate. The middle drawing steel plate is positioned between the front connecting steel plate and the rear connecting steel plate; the left side of the front connecting steel plate is connected with the first anti-collision wall outer side formwork, and the right side of the front connecting steel plate is connected with the second anti-collision wall inner side formwork. The left side of the rear connecting steel plate is connected with the second anti-collision wall outer side formwork, and the right side of the rear connecting steel plate is connected with the first anti-collision wall inner side formwork. According to the method, uneven cracking caused by the influence of the tension stress of the prefabricated box girder is solved by reserving the real seam, and meanwhile, the mounting and dismounting efficiency of the formwork is considered.
本发明涉及一种预制防撞墙真缝施工结构,包括第一防撞墙外侧模板、第二防撞墙外侧模板、第一防撞墙内侧模板、第二防撞墙内侧模板、前连接钢板、后连接钢板和中间抽拉钢板;所述中间抽拉钢板位于所述前连接钢板和所述后连接钢板之间;所述前连接钢板左侧连接所述第一防撞墙外侧模板,所述前连接钢板右侧连接所述第二防撞墙内侧模板;所述后连接钢板左侧连接所述第二防撞墙外侧模板,所述后连接钢板右侧连接所述第一防撞墙内侧模板。本发明既通过预留真缝解决预制箱梁张拉应力影响导致的不均匀开裂,同时兼顾了模板的安拆效率。
Prefabricated anti-collision wall real seam construction structure and construction method
一种预制防撞墙真缝施工结构及施工方法
LI JIANCHEN (Autor:in) / WANG WEI (Autor:in) / QIN ZHIAN (Autor:in) / GU PINGPING (Autor:in) / YUAN KOUFENG (Autor:in) / WEI DONG (Autor:in) / WAN YUQING (Autor:in) / WANG XUESEN (Autor:in) / TANG JIANYAO (Autor:in) / CHEN WEIYONG (Autor:in)
14.03.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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