c4d2 临海双孔雨排水箱涵施工措施浅析
临海双孔雨排水箱涵施工措施浅析
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Construction measures for seaward double-hole stormwater drainage culvert
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    摘要:

    以临海护坡雨排水箱涵的施工为例,针对临海雨排水箱涵施工中受到高潮水冲刷及基坑防护的问题,结合现场实践进行论述。雨排水箱涵施工过程中,针对护岸边坡受高潮水冲刷及陆侧深基坑边坡失稳的双重安全隐患问题。通过现场踏勘及查阅潮汐资料,因地制宜地采取“堆叠扭王块+砂袋围堰”的防冲刷措施及陆侧基坑“拉森钢板桩+分级放坡开挖”的防护措施。经现场实际施工控制及相关实测,通过上述措施基坑开挖后总沉降量控制在60 mm内,箱涵出水段比计划节点工期提前8 d完成,同时节省了50 t钢板桩打设的施工措施成本。上述措施有效地保证了临海雨排水箱涵施工中的基坑稳定性及安全性,施工进度及施工措施成本达到预期目标,为类似工程提供一定的借鉴价值。

    Abstract:

    Taking the construction of the stormwater drainage box culvert along the coast as an example,this paper discusses the problems of high tide water erosion and foundation pit protection in the construction of coastal rainwater drainage box culverts based on on-site practice.During the construction of the stormwater drainage box culvert,the dual safety hazards of the coastal slope being eroded by high tide water and the instability of the deep foundation pit slope on the land side are addressed.Through on-site investigation and review of tidal data,the anti-erosion measures such as “stacking accropode+sandbag cofferdam” and the protection measures such as “Larsen sheet pile+staged slope excavation” are taken according to local conditions for the onshore foundation pit.Through on-site construction control and relevant measurements,the total settlement after excavation of the foundation pit is controlled within 60 mm,and the outlet section of the box culvert is completed 8 d ahead of the planned node schedule.At the same time,the construction cost of driving 50 t of sheet piles is saved.The above measures effectively ensure the stability and safety of the foundation pit during the construction of the coastal stormwater drainage box culvert,and the construction progress and cost of the measures have reached the expected goals,providing certain reference value for similar projects.

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万 立,向 鑫.临海双孔雨排水箱涵施工措施浅析[J].水运工程,2025(S1):253-258.

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  • 在线发布日期: 2025-12-18
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