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Home > Urban and Rural Studies > 2024 No.09 > 板肋式锚杆挡墙施工技术研究

  • 板肋式锚杆挡墙施工技术研究

    Author(s)：

    印敬佩

    Publication Title：

    Urban and Rural Studies 2024 No.09

    Affiliations：

    中铁二十五局集团第五工程有限公司

    Abstract：

    重庆轨道交通九号线二期春华大道站总长224.3m，为路中地下明挖岛式车站，地下负一层为站厅层，地下负二层为站台层。中心里程处车站轨面距地约15.165m，车站基坑开挖深度标准段18m，大里程端深21.1m，肋板采用250mm厚C30钢筋混凝土，肋柱采用400*500mm的C30钢筋混凝土，肋柱间距2.5m。本文对明挖地铁车站肋板式锚杆挡墙施工的主要工序进行了分析，提出了相应的技术及施工控制措施，并对进一步提高施工质量的重要因素进行简单探讨，以期在今后类似工程中有所借鉴。

    Keywords：

    板肋式锚杆；肋板墙；逆作法

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    [1] 印敬佩.板肋式锚杆挡墙施工技术研究[J].Urban and Rural Studies,2024(09),.

城镇建设
Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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