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地铁区间盾构下穿公铁立交桥施工技术 被引量:2
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作者 迟维英 《建筑技术开发》 2016年第5期55-55,94,共2页
沈阳地铁九号线滑翔站—吉利湖街站盾构区间在圆砾地层中下穿既有公铁桥。通过采取地层预注浆加固和扣轨加固等技术措施,确保盾构隧道施工引起的既有铁路的沉降值控制在允许范围内。
关键词 盾构隧道 下穿公铁桥
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质量安全积分制在平潭海峡公铁两用大桥施工中的应用 被引量:3
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作者 王文强 《建筑安全》 2019年第12期56-58,共3页
平潭海峡公铁两用大桥施工环境恶劣,一线施工人员数量大,现场施工质量安全管理困难。本文通过质量安全积分制的应用背景、运行机制、管理体系、考核标准四个方面来阐述了质量安全积分制在平潭海峡公铁两用大桥施工中的应用。并通过人的... 平潭海峡公铁两用大桥施工环境恶劣,一线施工人员数量大,现场施工质量安全管理困难。本文通过质量安全积分制的应用背景、运行机制、管理体系、考核标准四个方面来阐述了质量安全积分制在平潭海峡公铁两用大桥施工中的应用。并通过人的不安全行为控制效果分析和社会效益分析,对积分制的应用效果进行了综合分析,取得了良好的效果,为今后工程施工质量安全管理提供了有益参考。 展开更多
关键词 质量安全 积分 公铁桥 施工应用
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管波探测技术在大直径嵌岩桩岩溶勘察中的应用
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作者 张志刚 王学伟 +1 位作者 张友林 宫亮 《工程勘察》 2023年第9期73-78,共6页
在岩溶发育场地大直径嵌岩桩桩基施工过程中,嵌岩桩入岩位置的岩溶发育情况具有很大的不确定性,进而影响大直径桩成桩质量,而桩基础的质量极大地影响着构筑物的质量及使用安全,因此,如何查明大直径桩桩底范围内岩溶发育特征为本次桩基... 在岩溶发育场地大直径嵌岩桩桩基施工过程中,嵌岩桩入岩位置的岩溶发育情况具有很大的不确定性,进而影响大直径桩成桩质量,而桩基础的质量极大地影响着构筑物的质量及使用安全,因此,如何查明大直径桩桩底范围内岩溶发育特征为本次桩基施工的重难点。本文介绍了利用物探管波探测技术在黄河某公铁桥岩溶勘察中的应用实例,查明了大直径桩桩径范围内的溶洞、溶蚀裂隙和软弱层等地质情况。 展开更多
关键词 岩溶 桩基勘察 管波探测 黄河公铁桥
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平潭海峡公铁两用大桥大跨度简支钢桁梁架设的监理控制
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作者 王文强 《建设监理》 2019年第12期73-76,共4页
平潭海峡公铁两用大桥三标深水高墩区共有26孔跨度80m和8孔跨度88m的简支钢桁梁。钢梁为全焊接结构,在工厂一次焊接成型,通过船舶运输至待架墩位进行整体吊装架设。大桥处复杂海域,施工环境恶劣,大跨度简支钢桁梁整体吊装工艺先进、工... 平潭海峡公铁两用大桥三标深水高墩区共有26孔跨度80m和8孔跨度88m的简支钢桁梁。钢梁为全焊接结构,在工厂一次焊接成型,通过船舶运输至待架墩位进行整体吊装架设。大桥处复杂海域,施工环境恶劣,大跨度简支钢桁梁整体吊装工艺先进、工序衔接紧、安装精度要求高、高空作业安全风险高,施工过程控制点多。监理通过对船舶准备就位、简支钢桁梁整体吊装架设、平面位置精调、支座安装及灌浆等四个主要工序的质量控制,和对物的不安全状态、人的不安全行为、安全管理制度的安全监理控制,确保了工程施工质量安全有序可控。 展开更多
关键词 公铁桥 大跨度 简支钢桁梁 架设 监理
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Wind tunnel tests on aerodynamic characteristics of vehicles on same-storey highway and rail bridge under crosswind 被引量:1
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作者 ZOU Yun-feng XUE Fan-rong +2 位作者 HE Xu-hui HAN Yan LIU Qing-kuan 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第8期2513-2531,共19页
In recent years,the safety and comfort of road vehicles driving on bridges under crosswinds have attracted more attention due to frequent occurrences of wind-induced disasters.This study focuses on a container truck a... In recent years,the safety and comfort of road vehicles driving on bridges under crosswinds have attracted more attention due to frequent occurrences of wind-induced disasters.This study focuses on a container truck and CRH2 high-speed train as research targets.Wind tunnel experiments are performed to investigate shielding effects of trains on aerodynamic characteristics of trucks.The results show that aerodynamic interference between trains and trucks varies with positions of trains(upstream,downstream)and trucks(upwind,downwind)and numbers of trains.To summarize,whether the train is upstream or downstream of tracks has basically no effect on aerodynamic forces,other than moments,of a truck driving on windward sides of bridges(upwind).In contrast,the presence of trains on the bridge deck has a significant impact on aerodynamic characteristics of a truck driving on leeward sides(downwind)at the same time.The best shielding effect on lateral forces of trucks occurs when the train is located downstream of tracks.Finally,the pressure measuring system shows that only lift forces on trains are affected by trucks,while other forces and moments are primarily affected by adjacent trains. 展开更多
关键词 same-storey highway and rail bridge container truck CRH2 high-speed train aerodynamic characteristics wind tunnel test CROSSWIND
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Effects of wind barriers on the aerodynamic characteristics of bridge-train system for a road-rail same-story truss bridge 被引量:1
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作者 LIU Lu-lu ZOU Yun-feng +2 位作者 HE Xu-hui WANG Zhen ZHOU Xu-hong 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第8期2690-2705,共16页
Wind barriers are commonly adopted to prevent the effects of wind on high-speed railway trains,but their wind-proofing effects are greatly affected by substructures.To investigate the effects of wind barriers on the a... Wind barriers are commonly adopted to prevent the effects of wind on high-speed railway trains,but their wind-proofing effects are greatly affected by substructures.To investigate the effects of wind barriers on the aerodynamic characteristic of road-rail same-story truss bridge-train systems,wind tunnel experiments were carried out using a 1:50 scale model.Taking a wind barrier with a porosity of 30%as an example,the aerodynamic characteristics of the bridge train system under different wind barrier layouts(single-sided and double-sided),positions(inside and outside)and heights(2.5 m,3.0 m,3.5 m and 4.0 m)were tested.The results indicate that the downstream inside wind barrier has almost no effect on the aerodynamic characteristics of the train-bridge system,but the downstream outside wind barrier increases the drag coefficient of the bridge and reduces both the lift coefficient and drag coefficient of the train due to its effect on the trains wind pressure distribution,especially on the trains leeward surface.When the wind barriers are arranged on the outside,their effects on the drag coefficient of the bridge and shielding effect on the train are greater than when they are arranged on the inside.As the height of the wind barrier increases,the drag coefficient of the bridge also gradually increases,and the lift coefficient and drag coefficient of the train gradually decrease,but the degree of variation of the aerodynamic coefficient with the height is slightly different due to the different wind barrier layouts.When 3.0 m high double-sided wind barriers are arranged on the outside of the truss bridge,the drag coefficient of the bridge only increases by 12%,while the drag coefficient of the train decreases by 55%. 展开更多
关键词 wind barriers road-rail same-story truss bridge high-speed railway aerodynamic coefficients train-bridge system wind tunnel test
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