【《某公路隧道支护结构设计案例》9200字】_第1页
【《某公路隧道支护结构设计案例》9200字】_第2页
【《某公路隧道支护结构设计案例》9200字】_第3页
【《某公路隧道支护结构设计案例》9200字】_第4页
【《某公路隧道支护结构设计案例》9200字】_第5页
已阅读5页,还剩67页未读 继续免费阅读

付费下载

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

某公路隧道支护结构设计案例目录TOC\o"1-3"\h\u1524某公路隧道支护结构设计案例 错误!未找到引用源。。如图1.39所示,剪力在拱顶处为零,并关于拱顶垂线呈反对称。17.结构验算(1)按偏心要求,对于整体式混凝土衬砌,其偏心受压构件,轴向力的偏心距和截面厚度应满足。(2)按抗压要求,混凝土轴心、偏心受压构件的抗压强度应按下式计算:式中:(3)按抗裂要求,对于混凝土矩形截面,偏心受压构件的抗拉强度按下式计算:式中:当时,系抗压强度控制承载力,可不必按抗裂公式计算;时,系抗拉强度控制承载能力,可不必按抗压计算。①拱顶验算a.偏心验算满足要求。b.抗压验算(可不必计算)满足要求。c.抗裂验算可见左边大于右边(满足)。②侧墙验算a.偏心检验满足要求。b.抗压验算满足要求。c.抗裂验算(可不必计算)③底墙验算a.偏心检验满足要求。b.抗压验算满足要求。c.抗裂验算(可不必计算)18.验算结论本设计按最不利情况,二次衬砌承担100%荷载。经过以上验算,二次衬砌支护结构强度,结构拱顶处满足抗裂和抗压的要求,结构不需需要进行配筋计算。1.3.3Ⅴ级围岩衬砌验算对于Ⅴ级围岩,在根据经验选定支护参数后,仍需进行验算,对于Ⅴ级围岩的内力求解,采用ANSYS12.0软件数值法计算,衬砌设计图1.25,图1.25Ⅴ级围岩衬砌支护设计(单位:cm)1.设计基本资料a.岩体特征岩体为Ⅴ级围岩,围岩的弹性抗力系数,计算摩察角,岩体重度,变形模量,泊松比,粘聚力,内摩察角。b.衬砌材料初衬采用初衬选用C25混凝土;重度,弹性模量,混凝土衬砌轴心抗压强度标准值:,混凝土轴心抗拉强度标准值:。二衬选用C30防水混凝土;重度,弹性模量,混凝土衬砌轴心抗压强度标准值:,混凝土轴心抗拉强度标准值:。2.主动荷载隧道处于Ⅴ级围岩中,为深埋隧道,围岩压力为松散荷载。作用在其结构上的荷载形式为:垂直均布荷载q、水平均布侧向荷载e,侧压力系数0.4。竖向围岩压力水平围岩压力边墙底部水平围岩压力3.内力分析采用荷载结构法进行计算。荷载结构法基本假定:①按平面应变问题进行处理②结构属于小变形③弹簧单元只受压。按照隧道断面几何数据建立分析模型。单元实常数、材料属性,、。单元网格划分:拱部半圆弧划分为50份,边墙每段划分为4份,仰拱划分为20份,一共78个单元。对于拱形结构需要约束墙底的水平位移,同时为避免结构整体沉降过大,使弹簧全部受拉,往往也要对墙底的垂直位移进行约束、本模型选取节点29、52进行约束。首先在CAD中建立模型,根据规范标准断面的建议,建立二次衬砌结构几何模型,然后导入ANSYS。选用Beam单元模拟衬砌结构,对模型施加围岩垂直、水平荷载、重力,围岩、二次衬砌之间施加径向弹簧,添加边墙底端垂直、水平位移约束。数值求解,采用全牛顿-拉普森法,进行分析求解。求解后采用生死单元命令杀死全部受拉弹簧,进行第二次求解。最后,处理数据结构,得到弯矩、轴力、剪力。ANSYS数值分析过程。结构划分见图1.26图1.26单元结构划分对节点施加荷载如图1.27图1.27节点荷载施加对于拱形结构,需要约束墙底的水平位移。同时为避免结构整体沉降过大,使弹簧全部受拉,也要对墙底的垂直位移进行约束、本模型选取节点29,52进行约束。地层弹簧单元,选择单元实常数,长度1m。惯性荷载(重力加速度)Gravity取9.8。施加径向弹簧如图1.28所示。图1.28径向弹簧,墙底约束施加查看求解后的弹簧受力表,分批多次除去受拉弹簧(正值受拉,负值受拉),在重新计算,保证弹簧全部处于受压状态。确定抗力分布范围,最终计算模型。如图1.29所示。图1.29采用生死单元法杀死受拉弹簧后的变形弯矩结果如图1.30图1.30弯矩图轴力图如图1.31图1.31轴力图剪力图如图1.32图1.32剪力图如图1.46所示,最大正弯矩出现在距离拱顶45°两侧,最大负弯矩出现在拱顶位置,弯矩关于拱顶垂线呈轴对称。如图1.47所示,拱墙与上部拱圈轴力值全为负值,即拱墙以上全部受压,其中最大值出现在边墙底角处,最小值出现在拱顶处;拱墙以下与仰拱全部为正值,即全部受拉。轴力关于拱顶垂线呈轴对称。如图1.48所示,剪力在拱顶处为零,并关于拱顶垂线呈反对称。节点坐标与荷载如表1.20表1.20节点坐标与荷载STATCURRENTCURRENTCURRENTCURRENTCURRENTCURRENTELEMNINJQIQJMIMJ1-0.23436E+007-0.23440E+007-37217.0-47202.0-0.13338E+007-0.12922E+0072-0.23683E+007-0.23694E+007-0.11937E+006-0.12930E+006-0.12922E+007-0.11697E+0073-0.24077E+007-0.24096E+007-0.19651E+006-0.20634E+006-0.11697E+007-0.97128E+0064-0.24705E+007-0.24730E+007-0.26386E+006-0.27352E+006-0.97128E+006-0.70659E+0065-0.25546E+007-0.25579E+007-0.31724E+006-0.32668E+006-0.70659E+006-0.38942E+0066-0.26575E+007-0.26614E+007-0.35281E+006-0.36200E+006-0.38942E+006-37334.07-0.27760E+007-0.27806E+007-0.36721E+006-0.37608E+006-37334.00.32878E+0068-0.29064E+007-0.29117E+007-0.35759E+006-0.36609E+0060.32878E+0060.68523E+0069-0.30446E+007-0.30504E+007-0.32169E+006-0.32979E+0060.68523E+0060.10061E+00710-0.31860E+007-0.31925E+007-0.25796E+006-0.26559E+0060.10061E+0070.12640E+00711-0.33261E+007-0.33331E+007-0.16551E+006-0.17265E+0060.12640E+0070.14306E+00712-0.34599E+007-0.34674E+007-44231.0-50843.00.14306E+0070.14774E+00713-0.35827E+007-0.35906E+0070.10524E+00699199.00.14774E+0070.13767E+00714-0.36896E+007-0.36980E+0070.28152E+0060.27609E+0060.13767E+0070.11020E+00715-0.37763E+007-0.37851E+0070.48251E+0060.47770E+0060.11020E+0070.62909E+00616-0.38385E+007-0.38476E+0070.70539E+0060.70125E+0060.62909E+006-63759.017-0.38725E+007-0.38819E+0070.94672E+0060.94326E+006-63759.0-0.99468E+00618-0.38750E+007-0.38846E+0070.12025E+0070.11997E+007-0.99468E+006-0.21779E+00719-0.39362E+007-0.39460E+007-0.13045E+007-0.13066E+007-0.21779E+007-0.89179E+00620-0.40659E+007-0.40758E+007-0.82126E+006-0.82258E+006-0.89179E+006-82102.21-0.41374E+007-0.41473E+007-0.18491E+006-0.18550E+006-82102.00.10035E+00622-0.41574E+007-0.41674E+00753894.054044.00.10035E+00647183.023-0.41622E+007-0.41722E+00771631.072516.047183.0-23818.024-0.41690E+007-0.41788E+0071307.72924.2-23818.0-25903.025-0.41877E+007-0.41974E+007-0.19664E+006-0.19430E+006-25903.00.16666E+00626-0.42482E+007-0.42549E+007-87649.-84789.00.16666E+0060.22884E+00627-0.42235E+007-0.42293E+0070.58572E+0060.59019E+0060.22884E+006-0.19521E+00628-42103.0-46558.0-88901.0-83103.0-0.19521E+006-0.13318E+00629-66162.0-68991.0-68530.0-61781.0-0.13318E+006-86186.030-85459.0-88289.0-53591.0-42766.0-86186.0-33011.031-89408.0-91946.0-40371.0-29473.0-33011.05521.932-0.10331E+006-0.10555E+006-29157.0-18191.05521.9031652.033-0.11671E+006-0.11866E+006-17237.0-6214.531652.044592.034-0.12960E+006-0.13125E+006-4631.76439.644592.043591.035-0.14192E+006-0.14328E+0068642.719754.043591.027921.036-0.15365E+006-0.15471E+00622566.033710.027921.0-3127.5037-0.16476E+006-0.16551E+00637118.048287.0-3127.50-50253.038-0.17661E+006-0.17707E+006-34496.0-23311.0-50253.0-18356.039-0.24342E+006-0.24357E+006-19971.0-8778.4-18356.0-2492.2040-0.24352E+006-0.24337E+00610240.021433.-2492.2-19969.041-0.19909E+006-0.19864E+00626029.037214.0-19969.-54866.042-0.18804E+006-0.18729E+006-51002.0-39833.0-54866.-4744.043-0.17731E+006-0.17625E+006-35818.0-24674.0-4744.028631.044-0.16592E+006-0.16457E+006-21253.0-10142.028631.045958.045-0.15393E+006-0.15228E+006-7328.63742.6045958.047937.046-0.14136E+006-0.13941E+0065936.016959.047937.035304.047-0.12824E+006-0.12600E+00618523.029489.035304.08811.648-0.11462E+006-0.11208E+00630411.041317.08811.60-30770.049-0.11093E+006-0.10810E+00644318.055148.0-30770.0-85654.050-91190.0-88358.066527.073272.0-85654.0-0.13607E+00651-61894.0-57439.089553.095351.0-0.13607E+006-0.20275E+00652-0.42120E+007-0.42062E+007-0.59376E+006-0.58929E+006-0.20275E+0060.22387E+00653-0.42551E+007-0.42484E+00778999.081860.0.22387E+0060.16587E+00654-0.42000E+007-0.41903E+0070.19087E+0060.19321E+0060.16587E+006-23313.055-0.41842E+007-0.41743E+007-364.861251.70-23313.0-23750.056-0.41779E+007-0.41679E+007-72041.0-71156.0-23750.046783.057-0.41733E+007-0.41633E+007-54226.0-54077.046783.00.10013E+00658-0.41532E+007-0.41432E+0070.18533E+0060.18474E+0060.10013E+006-82151.059-0.40820E+007-0.40721E+0070.82252E+0060.82120E+006-82151.0-0.89178E+00660-0.39525E+007-0.39427E+0070.13066E+0070.13045E+007-0.89178E+006-0.21779E+00761-0.38846E+007-0.38750E+007-0.11997E+007-0.12025E+007-0.21779E+007-0.99466E+00662-0.38819E+007-0.38725E+007-0.94326E+006-0.94672E+006-0.99466E+006-63737.063-0.38476E+007-0.38385E+007-0.70124E+006-0.70539E+006-63737.00.62911E+00664-0.37851E+007-0.37763E+007-0.47770E+006-0.48251E+0060.62911E+0060.11021E+00765-0.36980E+007-0.36896E+007-0.27609E+006-0.28152E+0060.11021E+0070.13767E+00766-0.35906E+007-0.35827E+007-99197.0-0.10524E+0060.13767E+0070.14774E+00767-0.34674E+007-0.34599E+00750844.044236.00.14774E+0070.14306E+00768-0.33331E+007-0.33261E+0070.17265E+0060.16551E+0060.14306E+0070.12640E+00769-0.31925E+007-0.31860E+0070.26559E

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论