港口大型储煤混凝土筒仓结构优化
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Structural optimization of giant concrete silo in port
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    摘要:

    以黄骅港煤炭四期筒仓工程为例,对40 m混凝土筒仓主要结构优化进行介绍。本工程筒仓基础形式为:平板筏基+后压浆钻孔灌注桩,结构性能良好,施工工艺简单;仓底采用大型锥形吊挂漏斗,仓底空间充裕,有利于设备的安装和检修;漏斗采用超轻填料,减轻结构自重,节省基础投资;仓壁取消顶部环梁,方便滑模施工;降低筒仓上部钢结构廊道高度和宽度,钢结构桁架上下弦拉通,节点构造更为安全可靠。

    Abstract:

    Based on the giant concrete silo in Huanghua part phase IV engineering,this paper introduces the structural optimization of the 40 m concrete silo in port.Using flat raft pile foundation,the construction procedure is accelerated.A large size tapered hanging funnel without supporting columns is implemented;The space for the equipment under the silo bottom is spacious,so it is very convenient to install and maintain the equipment;The ultra-light silo filler reduces the weight of the silo;The top ring beam of silo wall is canceled,and the sliding formwork construction is easy and accelerated.Reducing the width and height of the steel structure corridor located at the top of the silo,and the bottom and top integrated chord of the steel truss make the structure safer and more reliable.

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于建海.港口大型储煤混凝土筒仓结构优化[J].水运工程,2016(3):74-78.

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  • 在线发布日期: 2016-03-17
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