《桥梁工程》课程设计桥梁工程课程设计任务书一、设计题目空腹式等截面悬链线箱形无铰拱桥设计二、设计资料1.设计标准设计荷载:公路——I级,人群荷载3.52/kNm桥面净空净—8+20.75m+0.25m()人行道+安全带净跨径0:70Lm;净失高0:14fm;净跨比00/:1/5fL2.材料数据与结构布置要求拱顶填料平均厚度(包括路面,以下称路面)0.5dhm;材料容重31=22.0/kNm主拱圈材料容重(包括横隔板、施工超重)32=25.0/kNm拱上立柱(墙)材料容重32=25.0/kNm腹空拱圈材料容重33=23/kNm腹孔拱上填料容重34=22/kNm钢筋混凝土简支板材料容重32=25/kNm主拱圈实腹段填料容重31=22/kNm人行道板及栏杆重352.0/kNm混凝土材料:强度等级为C40,主要强度指标为:强度标准值26.8,2.65cktkfMPafMPa强度设计值18.4,1.65cdtdfMPafMPa弹性模量43.2510cEMPa普通钢筋1)纵向抗拉普通钢筋采用HRB400钢筋,其强度指标为抗拉强度标准值400skfMPa抗拉强度设计值330sdfMPa弹性模量52.010sE相对界限受压区高度0.53,0.1985bpu2)箍筋及构造钢筋采用HRB335钢筋,其强度指标为抗拉强度标准值335skfMPa抗拉强度设计值280sdfMPa弹性模量52.010sEMPa本桥采用支架现浇施工方法。主拱圈为单箱六室截面的钢筋混凝土拱圈,由C30混凝土现场浇筑而成。拱上建筑可采用简支板形式或圆弧拱形式,净跨为5~7m左右,拱脚至拱顶布置4~6跨左右(主拱圈的具体几何参照指导书实例修改自定)。3.设计计算依据交通部部颁标准《公路桥涵设计通用规范》(JTGD60-2004)交通人民出版社交通部部颁标准《公路钢筋混凝土及预应力混凝土桥涵设计规范》(JTGD62-2004)交通人民出版社交通部部颁标准《公路圬工桥涵设计规范》(JTGD61-2005)交通人民出版社《公路设计手册-拱桥(上)》人民交通出版社,2000.7三、主拱圈截面几何要素的计算(一)主拱圈横截面设计拱圈截面高度按经验公式估算070()(0.6)1.3100lHaKmb拱圈由6个各为1.5m宽的拱箱组成,全宽09.0Bm(二)箱形拱圈截面几何性质截面积21(13002002110015022501004)6/10005.42Am绕箱底边缘的静面矩931300130013001500(13001502)(15002002)22100100100250(1300150)100250(150)6/103.5133Sm主拱圈截面重心轴:3.510.65,=1.30.650.655.4SymymA下上主拱圈截面绕重心轴的惯性矩:33223232411.3191.391.3(0.65)1.1(1.320.15)6122121.3161.1(1.320.15)(0.65)12(0.10.250.50.10.25)236211(0.650.150.1)0.250.10.50.250.1(0.650.150.1)1.1593363xIm拱圈截面绕重心轴的回转半径:0.463xIrmA四、确定拱轴系数(一)上部结构构造布置1.主拱圈假定2.24m,相应的/40010.22,5Lyffl,查《拱桥》(上册)表〈〉-20(6)得:sin0.68284,cos0.73057,43.07jjjo主拱圈的计算跨径和计算失高:02sin7020.650.6828470.888jllym下0(1cos)140.65(10.731)14.175jffym下拱铰截面的水平投影和竖向投影:sin1.30.6630.888cos1.30.7310.9497jjxHmyHm将拱轴沿跨径24等分,每等分长=2.9224lm,每等分点拱轴线的纵坐标1[)1]yf表(值,相应的拱背面坐标:'11cosyyy上,拱腹曲面坐标'11cosyyy下,具体数值见下表:截面号x1/yf1ycos/cosy上/cosy下1/cosyy上1/cosyy下035.443846114.175130.730570.8897160.88971613.2854132515.06484575132.490192170.81792911.594250.775040.8386660.83866610.7555831112.43291589229.536538330.6594589.3479030.816220.7963540.7963548.55154862610.14425647326.58288450.5222847.4034430.853470.7615970.7615976.641846568.165040111423.629230670.4044165.7326490.886390.7333120.7333124.999337656.465960694520.675576830.304144.3112240.91480.7105380.7105383.6006860645.021761709617.7219230.223.1185280.938720.6924320.6924322.4260962423.810960738714.768269170.1507742.1372410.95830.6782840.6782841.4589565132.815525437811.814615330.0954561.3531010.97380.6674880.6674880.6856129712.02058935298.86096150.0532430.7547260.985490.659570.659570.0951560541.414296786105.9073076670.0235210.3334130.993630.6541670.654167-0.320753820.987580265112.9536538330.0058590.0830520.998420.6510290.65...