绿色加筋格宾挡墙在绍诸高速中的应用
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摘要
绿色加筋格宾挡墙具有整体安全性强、耐久性高、节约用地、绿化环保、施工简单、工期短的特点。绍诸高速SZTJ07合同段采用绿色加筋格宾挡墙来解决工程用地紧张、交通量大、施工安全隐患多等问题。介绍了采用的工程材料、设备、施工工艺和质量控制措施。与传统浆砌片石挡墙相比,工期缩短将近30 d,绿化效果好,经济效益显著。
The green gabion reinforced earth retaining wall is characterized by strong safty,high durability,optimal land utilization,greening and environmental protection,simple construction and Short construction period.It introduces that STZJ07 section of Shaoxing-Zhuji Expressway in Zhejiang Provine adopted the method of green gabion reinforced earth retaining wall to solve problems of land tension and many potential safety hazards due to heavy traffic. It also introduces engineering material,equipment,construction,technology and quality control measures. Compared to mortar rubble retaining wall,the technique of green gabion reinforced earth retaining wall will reduce the time limit of a project for nearly30 d,improve the greening effect,and also acquire significant economic benefits.
The green gabion reinforced earth retaining wall is characterized by strong safty,high durability,optimal land utilization,greening and environmental protection,simple construction and Short construction period.It introduces that STZJ07 section of Shaoxing-Zhuji Expressway in Zhejiang Provine adopted the method of green gabion reinforced earth retaining wall to solve problems of land tension and many potential safety hazards due to heavy traffic. It also introduces engineering material,equipment,construction,technology and quality control measures. Compared to mortar rubble retaining wall,the technique of green gabion reinforced earth retaining wall will reduce the time limit of a project for nearly30 d,improve the greening effect,and also acquire significant economic benefits.
引文
[1]刘泽.绿色加筋格宾挡墙现场试验研究[J].中南大学学报(自然科学版),2012,2:709-713.
[2]谢飞.新型绿色加筋格宾挡墙在湖南裕新多金属矿床技术改造工程中的应用实例分析[J].中国矿业,2013,22(7):107-110.
[3]吕锡岭.绿色加筋格宾挡墙在软基拓宽工程中的应用[J].城市道桥与防洪,2012,1:127-129.
[4]杨乃彬.新型绿色加筋格宾挡墙的特点及其应用[J].四川建筑,2010,30(2):98-100.
[5]李志平.加筋格宾挡墙在社旗县赵河治理工程中的应用[J].中国水运,2013,13(3):163-164.
[6]向京.双绞合六边形金属网加筋格宾挡墙地震动力[J].公路工程,2009,34(5):5-8.
[7]雷通洲.加筋格宾挡土墙施工技术[J].中华建设,2012,9:328-329.
[8]刘泽.生态型加筋土挡墙动静力学特性试验研究与数值分析[D].湖南长沙:中南大学,2012:11-13.
[9]JTG F10—2006,公路路基施工技术规范[S].
[2]谢飞.新型绿色加筋格宾挡墙在湖南裕新多金属矿床技术改造工程中的应用实例分析[J].中国矿业,2013,22(7):107-110.
[3]吕锡岭.绿色加筋格宾挡墙在软基拓宽工程中的应用[J].城市道桥与防洪,2012,1:127-129.
[4]杨乃彬.新型绿色加筋格宾挡墙的特点及其应用[J].四川建筑,2010,30(2):98-100.
[5]李志平.加筋格宾挡墙在社旗县赵河治理工程中的应用[J].中国水运,2013,13(3):163-164.
[6]向京.双绞合六边形金属网加筋格宾挡墙地震动力[J].公路工程,2009,34(5):5-8.
[7]雷通洲.加筋格宾挡土墙施工技术[J].中华建设,2012,9:328-329.
[8]刘泽.生态型加筋土挡墙动静力学特性试验研究与数值分析[D].湖南长沙:中南大学,2012:11-13.
[9]JTG F10—2006,公路路基施工技术规范[S].
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