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沉管节段局部块体浇筑试验分析 被引量:3

Study on partial block casting tests of immersed tunnel
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摘要 港珠澳大桥沉管隧道是我国首次采取工厂化预制沉管管节,混凝土沉管管节在预制过程中裂缝控制是工程中要解决的难题之一,必须在沉管预制施工前进行局部块体浇筑试验,验证混凝土原材料、配合比、施工工艺以及裂缝控制措施的可行性及可靠性。开展K1和K2两件局部块体浇筑试验,得到室内优选配合比在现场浇筑中的基本性能,研究了加冰工艺、不透水模板布、保温保湿养护薄膜及网格布等裂缝控制措施的有效性,通过温度监测得到了高温季节和常温季节下局部块体的内部最高温度、内外温差等关键指标,为下阶段足尺节段浇筑试验提供一定的参考价值。 Hong Kong-Zhuhai-Macao immersed tunnel is the first tunnel in China precasted in factory and few empirical approaches can be used for reference.Controlling and avoiding early age thermal cracking in concrete is a key technology to guarantee the construction quality of the project,and small block tests should be carried out to study the basic performance of concrete,cracking control measures and temperature indexes in different season.Through two small block tests.It studied the basic properties of concrete in different mix ratio,and verified the effectiveness of cracking control measures such as mixing ice,formcloth,curing film and gridingcloth.Furthermore,temperature indexes in different season were obtained through monitoring.All of the works provided some value for the 1/4 quarter full-scale segment tests in future.
出处 《混凝土》 CAS CSCD 北大核心 2013年第7期15-19,共5页 Concrete
基金 国家自然科学基金资助项目(50908167 50838004) 国家科技支撑计划(2011BAG07B04)
关键词 沉管隧道 混凝土结构 局部块体 浇筑试验 裂缝控制 immersed tunnel concrete structure partial block casting test cracking control
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参考文献12

  • 1RASMUSSEN N.Concrete immersed tunnels forty years of experi- ence [J].TunnellingandUndergroundSpaceTechnology, 1997,12 (1): 33-46.
  • 2YUAN Y.Thermal gradient and stress within immersed-tube tun- nel[C]//Advaneed Structural Engineering and Mechanics.Busan,Ko- tea, 2002.
  • 3梅甫良,曾德顺.沉管隧道混凝土管段温度场的仿真计算[J].现代隧道技术,2002,39(4):6-9. 被引量:9
  • 4韩卫东,乔春生.沉管隧道管体制作过程中的温度场仿真[J].铁道工程学报,1999,16(2):54-57. 被引量:7
  • 5邓刚,夏明耀.钢筋混凝土沉管隧道预制管段的温度收缩应力研究[J].地下工程与隧道,2001(1):2-5. 被引量:2
  • 6GOKCE A, KOYAMA F,TSUCHIYA M,et al.The challenges in- volved in concrete works of Marmaray immersed tunnelwith service life beyond 100 years[J].Tunnelling and Underground Space Tech- nology, 2009(24) :592-601.
  • 7LYKKE S,SKOTYING E,KJAER U.Prediction and control of ear- ly-age cracking:experiences from the Dresund Tunnel[J].Concrete International, 2000,22(9) : 61-65.
  • 8CERVERA M, FARIA R, OLIVER J, PRATO T, Numerical mod- elling of concrete curing,regardinghydration and temperature phe- nomena[J].Computers and Structure, 2002(80) : 1511-1521.
  • 9JEON S J.Advanced assessment of cracking due to heat of hydra- tion and internal restraint[J].ACI Materials Journal,2008,105(4): 325-333.
  • 10范帅,袁勇,王胜年.超大截面沉管隧道预制构件温控试验[J].地下空间与工程学报,2011,7(S1):1308-1313. 被引量:9

二级参考文献17

  • 1刘应海,任孝思,胡琼初,杨治兴.珠江沉管隧道管节预制技术[J].世界隧道,1996(6):20-26. 被引量:2
  • 2Nestor S R.Concrete immersed tunnels forty years ofexperience[J].Tunnelling and Underground SpaceTechnology,1997,12(1):33-46.
  • 3Yuan Y.Thermal Gradient and Stress within Im-mersed-Tube Tunnel[C] ∥Advanced Structural Engi-neering and Mechanics.Busan,Korea,2002.
  • 4Ahmet Gursoy.State of the art report in immersed andfloating tunnels[J].Tunnelling and UndergroundSpace Technology,1997,12(2):83-354.
  • 5Yuan Y,Wan Z L.Prediction of cracking within early-age concrete due to thermal,drying and creep behavior[J].Cement and Concrete Research,2002(7):1053-1059.
  • 6De Schutter G,Taerwe L.Degree of hydration-baseddescription of mechanical properties of early age con-crete[J].Materials and Structures,1996,29(6):335-344.
  • 7GB 50204-2002.混凝土结构工程施工质量验收规范[S],2002.
  • 8GB 50010-2002.混凝土结构设计规范[S],2002.
  • 9Stig Bernander.Avoidance of Thermal Concrete at EarlyAge:s State of the Art Report on Practical Measure to A-voiding Early Age:Thermal Cracking in Concrete Struc-ture. . 1998
  • 10Elgaaly M.Thermal gradients in beams, walls, and slabs. ACI Structural Journal . 1988

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