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Cofferdam embankment filling and closure construction method
A cofferdam berm filling and closure construction method comprises the steps of filling construction and closure construction. A double-embankment occupation construction mode of an outer embankment and an inner embankment is adopted for filling construction, and after a riverbed is narrowed to a reserved closure gap, center cofferdam body filling is conducted between the outer embankment and the inner embankment. Closure construction is conducted in the mode that the reserved closure gap of the outer embankment is closed through block stone throwing and filling, the reserved closure gap of the inner embankment is closed through horizontal blocking filling pipe bag sand filling, and after closure is completed, filling of a center weir body between the outer embankment and the inner embankment is conducted. By the adoption of the method, materials of a project can be fully utilized, cofferdam embankment filling is combined with the cofferdam body type and the protection structure, and the technical problems that materials for filling an earth rock cofferdam at the wide riverbed position cannot be supplied in time, the construction preparation period is long, and the construction cost is high are solved.
一种围堰戗堤填筑截流施工方法,包括填筑施工与截流施工;填筑施工采用外戗堤与内戗堤的双戗堤进占施工方式,束窄河床至预留龙口后,在外戗堤与内戗堤之间进行中心堰体填筑;截流施工采用外戗堤的预留龙口处通过块石抛填合龙,内戗堤的预留龙口处通过平堵充填管袋砂充填合龙,合龙完成之后进行外戗堤与内戗堤之间的中心堰体填筑。本发明专利采用上述方法,可以充分利用工程所在地材料,将围堰戗堤填筑与围堰体型和防护结构相结合,解决在宽河床部位填筑土石围堰材料不能及时供应、施工准备周期长、施工成本高的技术难题。
Cofferdam embankment filling and closure construction method
A cofferdam berm filling and closure construction method comprises the steps of filling construction and closure construction. A double-embankment occupation construction mode of an outer embankment and an inner embankment is adopted for filling construction, and after a riverbed is narrowed to a reserved closure gap, center cofferdam body filling is conducted between the outer embankment and the inner embankment. Closure construction is conducted in the mode that the reserved closure gap of the outer embankment is closed through block stone throwing and filling, the reserved closure gap of the inner embankment is closed through horizontal blocking filling pipe bag sand filling, and after closure is completed, filling of a center weir body between the outer embankment and the inner embankment is conducted. By the adoption of the method, materials of a project can be fully utilized, cofferdam embankment filling is combined with the cofferdam body type and the protection structure, and the technical problems that materials for filling an earth rock cofferdam at the wide riverbed position cannot be supplied in time, the construction preparation period is long, and the construction cost is high are solved.
一种围堰戗堤填筑截流施工方法,包括填筑施工与截流施工;填筑施工采用外戗堤与内戗堤的双戗堤进占施工方式,束窄河床至预留龙口后,在外戗堤与内戗堤之间进行中心堰体填筑;截流施工采用外戗堤的预留龙口处通过块石抛填合龙,内戗堤的预留龙口处通过平堵充填管袋砂充填合龙,合龙完成之后进行外戗堤与内戗堤之间的中心堰体填筑。本发明专利采用上述方法,可以充分利用工程所在地材料,将围堰戗堤填筑与围堰体型和防护结构相结合,解决在宽河床部位填筑土石围堰材料不能及时供应、施工准备周期长、施工成本高的技术难题。
Cofferdam embankment filling and closure construction method
围堰戗堤填筑截流施工方法
HUANG SHENGBIN (author) / DONG ZEPING (author) / LI MENGMENG (author) / WANG QIANG (author) / GUO YUTAO (author) / YI XIN (author) / LI HONGQUAN (author) / NIU SHIXIN (author)
2021-07-06
Patent
Electronic Resource
Chinese
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