疏浚工程吹填区平整度控制
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Flatness control of dredger fill area in dredging engineering
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    摘要:

    针对吹填工程施工区土质工况差、吹填区平整度要求高等问题,进行了平整度控制的研究。通过现场实测吹填区高程及复核吹填区坡度比并采用土方平衡计算方法,确定了干线布设间距和管线接口布设方式。工程完工后表明,在中粗砂土质吹填工程中,采用布设支管间距为40 m并依据排泥管的底高程来控制吹填高程和进度的方法,可以有效缩短吹填区机械整平时间,节省费用约47.3万元。

    Abstract:

    In view of the problems of poor soil conditions and high flatness requirements in the dredger filling engineering,the flatness control was studied.Through the on-site measurement of elevation and the review of the slope ratio of the dredger filling area,and the calculation method of earthwork balance,the spacing of the trunk line layout and the layout of the pipeline interface were determined.After the completion of the project,it is shown that in the medium coarse sand dredger filling engineering,the method of arranging branch pipe spacing of 40 m and controlling the elevation and progress according to the bottom elevation,can effectively shorten the mechanical leveling time of the dredger filling area and save the cost about 473,000 yuan.

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张全胜,袁宝来.疏浚工程吹填区平整度控制[J].水运工程,2018(S1):54-57.

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  • 在线发布日期: 2018-12-12
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