薄壁钢管混凝土在巷(隧)道支护中的应用研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
目前薄壁钢管混凝土在巷(隧)道支护中的应用较少;然而,围岩支护和薄壁钢管混凝土的相关研究均已展开,且相关的试验方法和数值模拟都取得了有益的结论,对这些研究成果进行总结,并对今后的研究工作进行展望。结果表明,与普通的型钢支架巷道支护相比,薄壁钢管混凝土具有承载力高、成本低,与围岩的协同作用好等优势,但仍有许多关键技术问题亟待解决,如薄壁钢管混凝土与围岩的耦合作用、如何设置合理的构造措施保证其承载力的稳定发挥以及适用于工程实践的简化计算方法等。
At present, it is not common to use concrete-filled thin-walled steel tubes as the roadway(tunnel) supporting. However, there are lots of researches on surrounding rock supports and concrete-filled thin-walled steel tubes respectively, and plenty of available conclusions of relevant test methods and numerical simulations have been obtained .This paper is to make a summary of these results and then a outlook for the future study is raised. It is concluded that the concrete-filled thin-walled steel tube is of higher bearing capacity, good cooperation with surrounding rocks as well as lower cost. But some critical problems still need to be solved, such as the coupling effect between the concrete-filled thin-walled steel tube and surrounding rocks, how to ensure its stable bearing capacity through proper construction measure and simplified calculation method for engineering practice.
引文
[1]韩林海,杨有福.现代钢管混凝土结构技术[M].北京:中国建筑工业出版社,2004:301-333.
    [2]陶忠.薄壁钢管混凝土柱的力学性能与设计方法研究[D].福州:福州大学,2008.
    [3]康红普,王金华,高富强.掘进工作面围岩应力分布特征及其与支护的关系[J].煤炭学报,2009,34(12):1585-1593.
    [4]高延法,王波,王军,等.深井软岩巷道钢管混凝土支护结构性能试验及应用[J].岩石力学与工程学报,2010,29(增刊1):2604-2608.
    [5]谷拴成,刘皓东.钢管混凝土拱架在地铁隧道中的应用研究[J].铁道建筑,2009(12):56-59.
    [6]谷拴成,刘皓东.径向荷载作用下的钢管混凝土支架研究[J].煤矿安全,2010(1):12-15.
    [7]苏林王,王伟.钢管混凝土支架构件受力性能的有限元模拟分析[J].水运工程,2005(9):26-29.
    [8]臧德胜,李安琴.钢管混凝土支架的工程应用研究[J].岩土工程学报,2001,23(3):342-344.
    [9]臧德胜.钢管混凝土支架的原理和实践[J].淮南工业学院学报,2002,22(2):13-16.
    [10]臧德胜,韦潞.钢管混凝土支架的研究和实验室试验[J].建井技术,2001,22(6):25-28.
    [11]苏林王,臧德胜.钢管混凝土支架构件工作性能的模型试验研究[J].地下空间与工程学报,2005,1(3):397-400.
    [12]鲁士平.钢管混凝土支护在失修巷道中的应用[J].工程技术,2009(11):141.
    [13]王长锁,宋裕.钢管混凝土支架在高应力巷道加固中的应用[J].水利采煤与管道运输,2009(4):19-20.
    [14]韩林海.钢管混凝土结构——理论与实践[M].2版.北京:科技出版社,2007.
    [15]Shanmugam N E,Lakshmi B,Uy B.An Analytical Model for Thin-Walled Steel Box Columns with Concrete In-Fill[J].En-gineering Structures,2002,24(6):825-838.
    [16]曹宝珠.薄壁钢-混凝土组合试件静力性能研究[D].哈尔滨:哈尔滨工业大学,2004.
    [17]Bradford M A.Design Strength of Slender Concrete Filled Rectangular Steel Tubes[J].ACI Structural Journal,1996,93(2):229-235.
    [18]Bridge Russell Q,O’Shea M D.Behaviour of Thin-Walled Steel Box Sections with or Without Internal Restraint[J].Journal of Constructional Steel Research,1998,47(1-2):73-91.
    [19]Liang Q Q,Uy B.Theoretical Study on the Post-Local Buck-ling of Steel Plates in Concrete-Filled Box Columns[J].Com-puters&Structures,2000,75(5):479-490.
    [20]O’Shea MD,Bridge R Q.Tests on Circular Thin-Walled Steel Tubes Filled with Medium and High Strength Concrete[R].Sydney:University of Sydney,1997.
    [21]O’Shea MD,Bridge R Q.Tests on Circular Thin-Walled Steel Tubes Filled with Very High Strength Concrete[R].Sydney:University of Sydney,1997.
    [22]O’Shea M D,Bridge R Q.Local Buckling of Thin-Walled Cir-cular Steel Sections with or Without Internal Restraint[R].Sydney:University of Sydney,1997.
    [23]O’Shea M D,Bridge R Q.Behaviour of Thin-Walled Box Sec-tions with Lateral Restraint[R].Sydney:University of Syd-ney,1997.
    [24]金伟良,张翔,陈驹.薄壁圆钢管混凝土轴压试验研究[J].混凝土,2010(1):7-9.
    [25]张耀春,许辉,曹宝珠.薄壁钢管混凝土长柱轴压性能试验研究[J].建筑结构,2005,35(1):28-31.
    [26]张耀春,王秋萍,毛小勇,等.薄壁钢管混凝土短柱轴压力学性能试验研究[J].建筑结构,2005,35(1):22-27.
    [27]Uy B.Strength of Concrete Filled Steel Box Columns Incorpo-rating Local Buckling[J].Journal of Structural Engineering,2000,126(3):341-352.
    [28]Ge H B,Usami T.Strength of Concrete-Filled Thin-Walled Steel Box Column:Experi ment[J].Journal of Structural En-gineering,1992,118(11):3036-3054.
    [29]陈勇,张耀春,唐明.设置直肋方形薄壁钢管混凝土长柱优化设计[J].沈阳建筑大学学报,2005,21(5):478-481.
    [30]陈勇,张耀春,王垚.设置斜肋方形薄壁钢管混凝土长柱优化设计[J].低温建筑设计,2005(4):43-45.
    [31]Tao Zhong,Han Linhai,Wang Dongye.Strength and Ductility of Stiffened Thin-Walled Hollow Steel Structural Stub Col-umns Filled with Concrete[J].Thin-Walled Structures,2008,46(10):1113-1128.
    [32]Tao Zhong,Han Linhai,Wang Dongye.Experi mental Behav-iour of Concrete-Filled Stiffened Thin-Walled Steel Tubular Columns[J].Thin-Walled Structures,2007,45(5):517-527.
    [33]Tao Zhong,Han Linhai,Wang Zhibin.Experi mental Behaviour of Stiffened Concrete-Filled Thin-Walled Hollow Steel Struc-tural(HSS)Stub Columns[J].Journal of Constructional Steel Research,2005,61(7):962-983.
    [34]王继强.剪应力对巷道破坏影响的研究[J].山西煤炭,2010,30(3):49-51.
    [35]李福勇.新奥法在软岩大跨隧道施工中应用技术探讨[J].山西建筑,2009,35(7):343-344.
    [36]杨文礼.新奥法实质与应注意的几个问题[J].湖南交通科技,2004,30(3):94-96.
    [37]徐大岩.新奥法原理在复杂地质软岩隧道施工中的应用[J].四川建材,2010,36(3):186-187.
    [38]郭志宏,董方庭.围岩松动圈与巷道支护[J].矿山压力与顶板管理,1995(增刊):111-114.
    [39]董方庭,宋宏伟,郭志宏,等.巷道围岩松动圈支护理论[J].煤炭学报,1994,19(1):21-31.
    [40]殷丽君,马洪素.松动圈支护理论分析综述与展望[J].山西建筑,2008,34(2):118-119.
    [41]何满潮,高尔新.软岩巷道耦合支护原理及其应用[J].水文地质工程地质,1998,25(2):1-4.
    [42]孙晓明,何满潮,董海蝉.煤矿软岩巷道耦合支护技术研究[J].地球学报,2003,24(增刊):156-161.
    [43]邱西华.软岩复合顶板煤巷耦合支护技术的研究与应用[J].煤炭技术,2003,22(11):53-54.
    [44]仇亚社.底板跨采巷道耦合支护技术研究[J].能源技术与管理,2009(6):33-34.
    [45]周云,钱洪涛,褚洪民,等.新型防屈曲耗能支撑设计原理与性能研究[J].土木工程学报,2009,42(4):64-71.
    [46]赵俊贤,吴斌.防屈曲支撑的工作机理及稳定性设计方法[J].地震工程与工程振动,2009,29(3):131-139.
    [47]赵俊贤,吴斌,梅洋,等.防屈曲支撑的研究现状及关键理论问题[J].防灾减灾工程学报,2010,30(增刊):93-100.
    [48]罗开海,孔祥雄,程绍革.一种新型屈曲约束支撑的研制与试验研究[J].建筑结构,2010,40(10):1-6.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心