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砂卵石地层超前管棚和深孔注浆复合预支护效果研究 被引量:12
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作者 曹瑞琅 梁志警 +1 位作者 赵宇飞 张雪东 《现代城市轨道交通》 2019年第3期34-39,共6页
以北京地铁12号线区间下穿京张高铁盾构隧道为工程背景,数值模拟了砂卵石地层超前管棚和深孔注浆复合预支护工法的地层变形控制效果,探讨了预支护方法对下穿工程地层变形规律、地表沉降规律、盾构管片变形规律、塑性区分布以及管棚受力... 以北京地铁12号线区间下穿京张高铁盾构隧道为工程背景,数值模拟了砂卵石地层超前管棚和深孔注浆复合预支护工法的地层变形控制效果,探讨了预支护方法对下穿工程地层变形规律、地表沉降规律、盾构管片变形规律、塑性区分布以及管棚受力特征的影响。结果表明:下穿工程地铁施工引起上部高铁盾构管片最大变形区在双区间中心截面±15m范围内,这是布置超前支护以控制地层变形的关键区;深孔注浆加固条件下增设超前管棚,可减小拱顶围岩塑性区开展范围,改善注浆体受力状态,有效降低隧道中上部围岩变形;超前管棚和深孔注浆复合预支护可充分利用深孔注浆的拱效应,又可利用管棚的梁效应,发挥各自力学优势,联合承担上部围岩压力。 展开更多
关键词 地铁 砂卵石地层 下穿工程 超前管棚 深孔注浆 复合预支护
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Determination Method on Initial Pretension of Cables in Steel Mega Frame and Prestressed Composite Bracing Structure
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作者 唐柏鉴 王飞 顾盛 《Journal of Donghua University(English Edition)》 EI CAS 2013年第6期455-460,共6页
Determining initial pretension values of pre-stressed cables is one of the key problems for a steel mega frame and pre-stressed composite bracing structure.Through the mechanical analysis of the composite bracing unde... Determining initial pretension values of pre-stressed cables is one of the key problems for a steel mega frame and pre-stressed composite bracing structure.Through the mechanical analysis of the composite bracing under vertical loading,the critical factors deciding the initial pretention value were found.According to these factors,a rule for the initial pretension value was put forward.The determination equations were acquired based on the principle of force equilibrium at nodes.The numerical results indicate that the internal force disequilibrium in composite bracings resulted from symmetrical load can be eliminated only in a symmetrical way,so that initial pretention values are decided only by vertical loads.The influencing coefficient leveling method,taking into account interactions between story and story,is accurate and feasible. 展开更多
关键词 pre-stressed steel structure mega frame composite bracing initial presention influencin coefllcient levelinf method
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