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Underground diaphragm wall waterproof structure and construction method thereof
The invention relates to an underground diaphragm wall waterproof structure and a construction method thereof. The underground diaphragm wall waterproof structure comprises a waterproof plate, an inner reinforcement cage, an outer reinforcement cage and side limiting parts. The side limiting parts are arranged on the two sides of a groove of the continuous wall, connecting bases are arranged in the middles of the side limiting parts, and the two side edges of the waterproof plate are correspondingly clamped in the connecting bases, so that the waterproof plate is located on the center line of the groove, and an inner continuous area and an outer continuous area are formed between the waterproof plate and the inner wall and the outer wall of the groove. The inner reinforcement cage and the outer reinforcement cage are arranged in the middle of the inner continuous area and the middle of the outer continuous area respectively, and pouring gaps exist between the inner sides and the outer sides of the inner reinforcement cage and the outer reinforcement cage and the waterproof plates and the groove walls. The construction mode is novel, sealing of the continuous wall structure can be ensured by arranging the waterproof plate structure in the middle area of the continuous wall, compared with an existing continuous wall structure, a continuous waterproof layer is formed between the continuous walls, the sealing performance is greatly improved, the waterproof effect is good, and the waterproof capacity is improved.
本发明涉及一种地下连续墙防水结构及其施工方法,包括防水板、内钢筋笼、外钢筋笼和侧限位部;所述侧限位部设置在连续墙的槽两侧,在侧限位部的中部设置有连接座,所述防水板的两侧边对应卡装在连接座内,使所述防水板处于槽的中线上,且与槽的内外壁之间形成内连续区和外连续区,所述内钢筋笼和外钢筋笼分别置于所述内连续区和外连续区的中部区域,内钢筋笼和外钢筋笼的内外侧与防水板和槽壁之间存在浇筑间隙;本发明施工方式新颖,通过在连续墙中部区域布置防水板结构,能够确保连续墙结构密封,较比现有的连续墙结构,在连续墙之间形成了连续的防水层,大大的提高了密封性,防水效果好,提高了防水能力。
Underground diaphragm wall waterproof structure and construction method thereof
The invention relates to an underground diaphragm wall waterproof structure and a construction method thereof. The underground diaphragm wall waterproof structure comprises a waterproof plate, an inner reinforcement cage, an outer reinforcement cage and side limiting parts. The side limiting parts are arranged on the two sides of a groove of the continuous wall, connecting bases are arranged in the middles of the side limiting parts, and the two side edges of the waterproof plate are correspondingly clamped in the connecting bases, so that the waterproof plate is located on the center line of the groove, and an inner continuous area and an outer continuous area are formed between the waterproof plate and the inner wall and the outer wall of the groove. The inner reinforcement cage and the outer reinforcement cage are arranged in the middle of the inner continuous area and the middle of the outer continuous area respectively, and pouring gaps exist between the inner sides and the outer sides of the inner reinforcement cage and the outer reinforcement cage and the waterproof plates and the groove walls. The construction mode is novel, sealing of the continuous wall structure can be ensured by arranging the waterproof plate structure in the middle area of the continuous wall, compared with an existing continuous wall structure, a continuous waterproof layer is formed between the continuous walls, the sealing performance is greatly improved, the waterproof effect is good, and the waterproof capacity is improved.
本发明涉及一种地下连续墙防水结构及其施工方法,包括防水板、内钢筋笼、外钢筋笼和侧限位部;所述侧限位部设置在连续墙的槽两侧,在侧限位部的中部设置有连接座,所述防水板的两侧边对应卡装在连接座内,使所述防水板处于槽的中线上,且与槽的内外壁之间形成内连续区和外连续区,所述内钢筋笼和外钢筋笼分别置于所述内连续区和外连续区的中部区域,内钢筋笼和外钢筋笼的内外侧与防水板和槽壁之间存在浇筑间隙;本发明施工方式新颖,通过在连续墙中部区域布置防水板结构,能够确保连续墙结构密封,较比现有的连续墙结构,在连续墙之间形成了连续的防水层,大大的提高了密封性,防水效果好,提高了防水能力。
Underground diaphragm wall waterproof structure and construction method thereof
一种地下连续墙防水结构及其施工方法
SUN WEIDONG (author) / SU KAI (author) / WANG YINGBIN (author) / ZHONG SHAN (author)
2023-09-12
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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