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PAGEPAGE2城市主干道下方方方区间隧隧道工工程课程程设计计班级:::土12055--1班学号:::220012006665姓名:::***指导教师:高**专业:::城市地下下空空间工程程石家庄铁道大学学学土木工工程学学院2015-1222-201.工程概况1.1工程地地地质某城市一区间隧隧隧道工程程,位位于城市市主干干道下方方,埋埋深h=10m,从上到到下下地层情情况为为:(1)杂填土土土:天然然容重重18.22kkN/mm3,粘聚力3.5kkPPa,内摩擦擦角12°,层厚2m;(2)砾砂夹夹夹粉质粘土土::褐色、灰灰褐褐色、黄黄褐色色,中密密~密密实,饱饱和。含含大于2mm颗粒占总总重重的35~45%,钻探过过程程中所见见最大大粒径80mmm,粉粉质粘土土含量量在23%以上,天天然然容重19.44kkN/mm3,饱和容容重21.66kN//m33,粘聚力33.55kkPa,内摩擦擦角18.55°。该层分布布连连续,层厚5m;(3)粉质粘粘粘土:灰褐色,质软、饱和和,局部夹夹砾砂混粒粒,矿物成分分以以石英、长长石石为主。粘粘粒粒含量6%。含大于于4mm颗粒占总总重重的35~45%,最大粒粒径80mm。该层层层厚厚5m。该层饱和和容容重22.44kkN/mm3,平均粘粘聚聚力39.88kkPa,内摩擦擦角17.88°。(4)含粘性性性土薄夹层层圆圆砾:浅黄色、黄黄黄褐色,中中密密~密实实,湿湿~饱和和,混混粒结构构,矿矿物成分分以石石英、长长石为为主,粘粘粒含含量9%。含大于2mm颗粒占总总重重的35~45%,最大粒粒径80mm。该层分分布布连续,层层厚厚8m。该层饱和和容容重23.88kkN/mm3,平均粘粘聚聚力29.88kkPa,内摩擦擦角24.88°。(5)风化花花花岗岩:(4)层以下12m均为风化化花花岗岩,中中等等风化状状态。1.2水文地质质特征征本区段地下水类类类型为第第四系系松散岩岩类孔孔隙潜水水,雨雨季丰水水期的的地下水位在在地地面以下3.0m,冬季枯枯水水期地下下水位位在地面面以下下4m。1.3工程地地地质及水水文地地质特征征图2.结构尺寸寸寸及材料料隧道结构尺寸图图图(cm)2.1结构及尺尺尺寸(1)衬砌结构构如上上图所示示(22断面),(2)本图适用用于于石家庄六六六线隧道DK27788+4880~DK22778+77288(京石客客专专里程)段段明明洞衬砌砌结构构。(3)隧道采用用无无砟轨道,道道床底面至内内轨顶面的高高度为77.9ccm。(4)改建京广广线线、京石客客客专隧道道轨面面以上有有效内内净空面面积分分别为:88.7755m2、100..005m2。(5)采用明挖挖法法施工。2.2材料(1)衬砌主主体结结构为钢钢筋混凝凝土::(2)拱部、边边墙墙、底板:::C35钢筋混凝凝土土;(3)水沟及及电缆缆槽槽身身:C25混凝土;;(4)水沟及及电缆缆槽盖板板:C35钢筋混凝凝土土。(5)结构底底铺设设100mmm厚C15混凝土垫垫层+1500mmm厚碎石垫垫层层。(6)本图未未详之之处见有有关说明明及图图纸。(7)二衬混混凝土土保护层层厚度::迎水水侧40mm,背水侧30mm。(8)二次衬衬砌采采用C30防渗钢筋筋混混凝土,防防渗渗等级P10。3.设计内容容容3.1荷载计计计算,确确定作作用在地地下结结构上的的荷载载结构自重由ANSYS软软软件自动计计算算地面超载该区间隧道工程程程,位于于城市市主干道道下方方,埋深h=100m,采用明明挖挖法施工工。根根据《铁铁路隧隧道设计计规范范》TB11000033-22005可知,该该区区间隧道道为浅浅埋隧道道,应应按浅埋埋隧道道设计。这这样样就会受受到城城市主干干道车车辆荷载载的影影响。根据《公路桥涵涵涵设计通通用规规范》(JTG__D600-220044)可知,车车辆辆重力标标准值值为550KKN,车辆外外形形尺寸(长长X宽)为15.00XX2.55m22。隧道位于城市主主主干道下下方,作作用在路路面的的车辆荷荷载就就相当于于地面面超载。所所以以该区间间隧道道的地面面超载载为:地面超载为(每每每延米)::qK地面超载载=115KNN/mm。地层压力由工程地质可知知知,从上上到下下,隧道道覆盖盖层及周周围岩岩层情况况依次次为:杂杂填土土,层厚2m;砾砂夹夹粉粉质粘土土,该该层分布布连续续,层厚5m;粉质粘粘土土,层厚5m;含粘性性土土薄夹层层圆砾砾,该层层分布布连续,层层厚厚8m;风化花花岗岗岩,含含粘性性土薄夹夹层圆圆砾层以以下12m均为风化化花花岗岩,中中等等风化状状态。隧隧道埋深深为10m,大多处处在在含粘性性土薄薄夹层圆圆砾层层中,围围岩完完整程度度和坚坚硬程度度较差差。根据据我国国铁路隧隧道围围岩分级级方法法,可以以判定定该区间间隧道道所处围围岩级级别为Ⅴ级。根据隧道施工设设设计图纸纸可知知,开挖挖坑道道宽度B=266..50m。根据《铁铁铁路隧道道设计计规范》TB1000003--20005可知,等等效效荷载高高度值值为:根据《铁路隧道道道设计规规范》TB1000003--20005可知,隧隧道道埋深。所以该区间隧道道道为超浅浅埋隧隧道,隧隧道处处于城市市主干干道以下下,地地面基本本水平平,故隧隧道衬衬砌结构构所受受荷载具具有对对称性。根据工程地质情情情况,从从上到到下依次次为::杂填土土,天天然容重18.22kkN/mm3,层厚2m;砾砂夹夹粉粉质粘土土,天天然容重19.44kkN/mm3,饱和容容重21.66kkN/mm3,该层分分布布连续,层层厚厚5m;粉质粘粘土土,该层层饱和和容重22.44kkN/mm3,层厚5m;含粘性性土土薄夹层层圆砾砾,该层层饱和和容重23.88kkN/mm3,该层分分布布连续,层层厚厚8m;风化花花岗岗岩,含含粘性性土薄夹夹层圆圆砾层以以下12m均为风化化花花岗岩,中中等等风化状状态。根据水文地质特特特征,本本区段段地下水水类型型为第四四系松松散岩类类孔隙隙潜水,雨雨季季丰水期期的地地下水位位在地地面以下3.0m,冬季枯枯水水期地下下水位位在地面面以下下4m。围岩压压力力计算选选择地地下水的的不利利情况,即即按按雨季丰丰水期期的地下下水位位在地面面以下下3m计算。围岩压力的垂直直直均布压压力为为:围岩压力的水平平平压力可可按朗朗金公式式计算算。根据据《地地铁设计计规范范》GB55001577-22013,隧道所所处处地层为为粘性性土层,故故在在施工阶阶段,侧侧向水、土土压压力,应应采用用水土合合算。坑坑道的净净高,隧隧道开挖挖坑道道底部有2.544m厚中等风风化化状态的的花岗岗岩,岩岩性较较好,可可认为为水平侧侧压力力系数为0,即隧道道所所受的水水平侧侧压力只只在距距地面10m到20m范围内呈呈梯梯形分布布。平平均饱和和容重重为。岩体体的的似摩擦擦角。岩岩体两侧侧摩察察角作用在隧道顶部部部的水平平压力力为:作用在隧道底部部部的水平平压力力为:隧道围岩压力图图图地震荷载(地震震震烈度7度)作用在隧道衬砌砌砌结构横横截面面上的地地震作作用力,可可根根据《铁铁路工工程抗震震设计计规范》GB55001111-220066(22009年版),采用地地震震系数法法(惯惯性力法法)计计算。a、左线拱部由隧道设计施工工工图可知知,隧隧道左线线拱部部体积为为,钢钢筋混凝凝土密密度。隧道左线拱部水水水平惯性性力为为:,以集中力的形形形式,作作用在在左线拱拱部的的轴线处处。b、右线拱部由隧道设计施工工工图可知知,隧隧道右线线拱部部体积为为,钢钢筋混凝凝土密密度。隧道右线拱部水水水平惯性性力为为:,以集中力的形形形式,作作用在在右线拱拱部的的轴线处处。c、左边墙由隧道设计施工工工图可知知,隧隧道左边边墙体体积为,钢钢筋筋混凝土土密度度。隧道左边墙水平平平惯性力力为::,以均布力的形形形式,作作用在在左边墙墙。d、中墙由隧道设计施工工工图可知知,隧隧道中墙墙体积积为,钢筋筋混混凝土密密度。隧道中墙水平惯惯惯性力为为:,以均布力的形形形式,作作用在在中墙。e、右边墙由隧道设计施工工工图可知知,隧隧道右边边墙体体积为,钢钢筋筋混凝土土密度度。隧道右边墙水平平平惯性力力为::,以均布力的形形形式,作作用在在右边墙墙。f、底板由隧道设计施工工工图可知知,隧隧道底板板体积积为,钢筋筋混混凝土密密度。隧道底板水平惯惯惯性力为为:,以集中力的形形形式,作作用在在底板的的轴线线处。地层弹性抗力由隧道工程地质质质和水文文地质质特征,以以及及我国铁铁路隧隧道围岩岩分级级方法可可知,该该区间隧隧道围围岩级别别为Ⅴ级。类比比于于泸昆高高速铁铁路隧道道研究究点围岩岩抗力力系数推推荐值值,该隧隧道围围岩弹性性抗力力系数可可取40MPPaa/m,地层弹弹性性抗力在ANSYYS中计算。3.2ANSSSYS结构分析析,确确定结构构内力力(1)结构计算算模模型ANSYS隧道ANSYS隧道结构模型(2)隧道内力力图图轴力图弯矩图(3)结构内力力表表ELEMNIINJJMIIMJJQIQQJ100.111222133E+00500.111222133E+005--0..17114443E++0440..16114003E++033-00.11104427EE+005--0.115665366E++04200.111222133E+00500.111222133E+00500.116144033E+003--0..34112224E++033-00.30049950EE+00400.64427782EE+004300.111222133E+00500.111222133E+005--0..34112224E++033-00.20065546EE+003--0.551991277E++040.442886055E++04400.111222133E+00500.111222133E+005--0..20665446E++033-00.24426633EE+003--0.446117388E++040.448559933E++04500.111222133E+00500.111222133E+005--0..24226333E++033-00.23329963EE+003--0.447771155E++040.447006166E++04600.111222133E+00500.111222133E+005--0..23229663E++033-00.23355554EE+003--0.447229955E++040.447447377E++04700.111222133E+00500.111222133E+005--0..23555554E++033-00.23348860EE+003--0.447440999E++040.447336333E++04800.111222133E+00500.111222133E+005--0..23448660E++033-00.23350046EE+003--0.447338033E++040.447339288E++04900.111222133E+00500.111222133E+005--0..23550446E++033-00.23349996EE+003--0.447338833E++040.447338499E++041000.111222133E+00500.111222133E+005--0..23449996E++033-00.23350009EE+003--0.447338611E++040.447338700E++041100.111222133E+00500.111222133E+005--0..23550009E++033-00.23350006EE+003--0.447338677E++040.447338655E++041200.111222133E+00500.111222133E+005--0..23550006E++033-00.23350007EE+003--0.447338666E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