預(yù)應(yīng)力混凝土連續(xù)剛構(gòu)橋(計(jì)算書(shū))

朽木易折，金石可鏤。千里之行，始于足下。第頁(yè)/共頁(yè)預(yù)應(yīng)力混凝土延續(xù)剛構(gòu)橋計(jì)算書(shū)課程名稱：大跨度橋梁學(xué)院：土木與建造學(xué)院任課教師：/教授學(xué)生姓名學(xué)生學(xué)號(hào)：專業(yè)方向：建造與土木工程（橋梁與隧道工程）日期：2017年1月10日朽木易折，金石可鏤。千里之行，始于足下。第頁(yè)/共頁(yè)目錄TOC\o"1-2"\h\z\u一、基本信息 31.1工程概況 31.2技術(shù)標(biāo)準(zhǔn) 31.3主要規(guī)范 41.4結(jié)構(gòu)概述 41.5主要材料及材料性能 61.6計(jì)算原則、內(nèi)容及控制標(biāo)準(zhǔn) 6二、模型建立與分析 72.1計(jì)算模型 72.2主要鋼筋布置圖及材料用表 102.3截面特性及有效寬度 122.4荷載工況及荷載組合 12三、內(nèi)力圖 133.1內(nèi)力圖 13四、持久情況承載能力極限狀態(tài)驗(yàn)算結(jié)果 504.1截面受壓區(qū)高度 504.2正截面抗彎承載能力驗(yàn)算 504.3斜截面抗剪承載能力驗(yàn)算 504.4抗扭承載能力驗(yàn)算 514.5支反力計(jì)算 51五、持久情況正常使用極限狀態(tài)驗(yàn)算結(jié)果 535.1結(jié)構(gòu)正截面抗裂驗(yàn)算 535.2結(jié)構(gòu)斜截面抗裂驗(yàn)算 53六、持久情況構(gòu)件應(yīng)力驗(yàn)算結(jié)果 546.1正截面混凝土法向壓應(yīng)力驗(yàn)算 546.2正截面受拉區(qū)鋼筋拉應(yīng)力驗(yàn)算 546.3斜截面混凝土的主壓應(yīng)力驗(yàn)算 55七、短暫情況構(gòu)件應(yīng)力驗(yàn)算結(jié)果 557.1短暫情況構(gòu)件應(yīng)力驗(yàn)算 55八、詳細(xì)計(jì)算表格 55朽木易折，金石可鏤。千里之行，始于足下。第頁(yè)/共頁(yè)一、基本信息本人學(xué)號(hào)，按照教學(xué)要求，設(shè)計(jì)的橋型主跨為128m（120+學(xué)號(hào)倒數(shù)第二位），橋?qū)挒?2.3m（12+學(xué)號(hào)倒數(shù)第一位/10）,施工主意采用懸臂澆筑。計(jì)算要求包括：考慮施工過(guò)程，計(jì)算恒載、活載、溫度、溫度梯度、支座沉降等作用下內(nèi)力和組合內(nèi)力，出計(jì)算書(shū)。圖紙要求包括:計(jì)劃布置圖和上部結(jié)構(gòu)普通構(gòu)造圖。1.1工程概況本設(shè)計(jì)采用85+128+85m三跨預(yù)應(yīng)力混凝土延續(xù)剛構(gòu)橋結(jié)構(gòu)體系。兩端懸臂長(zhǎng)度均為85m，相應(yīng)的懸臂根部梁高為7m，梁端梁高為2.7m。中跨跨中梁高2.7m。形成一個(gè)通航孔，橋面最大縱坡2.43℅。主梁截面所有使用單箱單室截面。下部結(jié)構(gòu)基礎(chǔ)分離采用明挖擴(kuò)大基礎(chǔ)及灌注混凝土，墩身為實(shí)腹長(zhǎng)方形截面。本計(jì)劃技術(shù)較先進(jìn)，工藝要求較鄭重，主梁上部結(jié)構(gòu)施工主意采用懸臂澆筑。采用移動(dòng)式掛籃作為主要施工設(shè)備，以橋墩為中央，對(duì)稱地向兩岸利用掛籃澆筑節(jié)段的混凝土，待混凝土達(dá)到要求強(qiáng)度后，便張拉預(yù)應(yīng)力束，然后移動(dòng)掛籃，舉行下一節(jié)段施工。本計(jì)劃屬于超靜定結(jié)構(gòu)，該延續(xù)剛構(gòu)橋既保持了延續(xù)梁無(wú)伸縮縫、行車(chē)平順的優(yōu)點(diǎn)，又保持了T構(gòu)不須設(shè)大噸位支座的優(yōu)點(diǎn)，同時(shí)避免了延續(xù)梁（存在暫時(shí)固結(jié)和體系轉(zhuǎn)換）和T構(gòu)（存在伸縮縫問(wèn)題）兩者的缺點(diǎn)，養(yǎng)護(hù)工作量小。此外，延續(xù)鋼構(gòu)施工穩(wěn)固性好，減少或避免邊跨梁端搭架合龍的難度。但此橋型對(duì)地基承載力的要求更高，若地基發(fā)生過(guò)大的不勻稱沉降，延續(xù)梁可通過(guò)調(diào)節(jié)墩頂支座的高程，抵消下沉來(lái)補(bǔ)救，而延續(xù)剛構(gòu)則做不到。當(dāng)其主墩剛度過(guò)大時(shí)，中跨梁體因會(huì)產(chǎn)生過(guò)大的溫差拉力而對(duì)結(jié)構(gòu)受力不利。此外，梁墩聯(lián)結(jié)處應(yīng)力復(fù)雜也是延續(xù)剛構(gòu)的一個(gè)缺點(diǎn)。1.2技術(shù)標(biāo)準(zhǔn)（1）主跨徑：128m(此為橋墩中距)。（2）橋?qū)挘?2.3m（2×凈5.5m（車(chē)行道）+0.9m（中央分隔帶）+2×0.2m（及護(hù)欄）=12.3m）。（3）設(shè)計(jì)荷載：馬路-Ⅰ級(jí)（汽車(chē)-超20級(jí)，掛車(chē)-120級(jí)）。（4）防撞欄桿：?jiǎn)蝹?cè)按每延米9.0KN。（5）截面：主梁采用變截面單箱單室的箱形截面，橋墩采用實(shí)腹長(zhǎng)方形截面。（6）橋面縱坡：左2.43℅，中0，右2.40℅。（7）橋面橫坡：1.5℅，并適當(dāng)設(shè)置路拱。（8）地質(zhì)情況：河中為大范圍紫紅色砂巖。（9）墩高：40m。（10）橋墩形式：豎直雙肢薄壁墩。（11）基礎(chǔ)形式：剛性基礎(chǔ)。1.3主要規(guī)范1)《馬路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計(jì)規(guī)范》（JTGD62-2004）2)《馬路橋涵設(shè)計(jì)通用規(guī)范》（JTGD60-2004）3)《馬路工程技術(shù)標(biāo)準(zhǔn)》（JTGB01-2003）4)《馬路橋梁抗震設(shè)計(jì)細(xì)則》（JTG/TB02-01-2008）5)《馬路橋涵地基與基礎(chǔ)設(shè)計(jì)規(guī)范》（JTGD63-2007）6)《城市橋梁設(shè)計(jì)規(guī)范》（CJJ11-2011）1.4結(jié)構(gòu)概述1.4.1橋梁結(jié)構(gòu)圖示（如圖1）圖11.4.2橋梁主跨和邊跨的擬定主跨按照教學(xué)要求徑定位128m。對(duì)國(guó)內(nèi)外已建成的延續(xù)剛構(gòu)橋，邊跨和主跨的跨徑比值在0.5～0.692之間，大部分在0.55～0.58之間。采用0.664倍的中跨徑，即85m，則全聯(lián)跨徑為：85+128+85=298m。1.4.3順橋向梁的尺寸擬定大跨延續(xù)剛構(gòu)橋主梁普通采用箱形截面，箱梁根部截面的高跨比普通為1/16～1/20，其中大部分為1/18左右，也有少數(shù)橋梁達(dá)到或低于1/20.跨中截面梁高通常為支點(diǎn)截面梁高的1/2.5～1/3.5，略小于延續(xù)梁的跨中梁高。支點(diǎn)處梁高：箱梁根部高跨比取1/18.29倍，即7m.跨中梁高：跨中截面梁高取支點(diǎn)梁高的1/2,59倍，即2.7m.梁底曲線：選用二次拋物線，以跨中梁底為原點(diǎn)，曲線方程為：Y=-0.X2以支點(diǎn)梁底為原點(diǎn)，曲線方程為;Y=-0.X21.4.4橋墩尺寸擬定考慮延續(xù)剛構(gòu)橋的橋墩與懸臂箱梁固結(jié)，需承受懸臂箱梁傳來(lái)的軸向力及不平衡力矩，采用豎直雙肢薄壁墩，墩寬B=8.1m,墩高H=1.8m。1.4.5箱梁尺寸擬定當(dāng)跨徑超過(guò)60m時(shí)，橫截面多為箱形。而B(niǎo)=12.3m，采取單箱單室截面。如圖2所示。圖2截面構(gòu)造圖（1）頂板、底板厚度;箱梁根部底板厚度：普通約為墩頂梁高的1/10～1/12，取85cm。箱梁跨中底板厚度：取26cm。箱梁頂板厚度：箱梁斷面頂板厚在全梁范圍內(nèi)一致取25cm。（2）箱梁腹板：腹板內(nèi)無(wú)預(yù)應(yīng)力束管道布置時(shí)可采用200mm；腹板內(nèi)有預(yù)應(yīng)力束管道布置時(shí)可采用250～300mm；腹板內(nèi)有預(yù)應(yīng)力束筋錨頭時(shí)采用350mm。故本設(shè)計(jì)中采用腹板厚度為35cm。在大跨徑橋中，為減少梁的自重彎矩，將腹板盡量減小為好，在支點(diǎn)處腹板厚度為滿意剪應(yīng)力與主拉應(yīng)力要求時(shí)，可參照下式選用：t=0.02B（1+0.02L）。本設(shè)計(jì)中，B=12.3m，L=128m，故t=0.876m，而選用25cm腹板時(shí)，t=0.25×3×2=1.50m﹥0.876m，故可以?！痞?B=1.5/12.3=1/8.2,不符合1/13～1/19.。δ/B=0.25/4.8=1/19.2,滿意1/15～1/20.(3)其余各處詳細(xì)尺寸：在墩上、中跨跨中、邊跨跨中和橋的端部設(shè)橫梁。故在邊跨離根部42.5m處，中跨跨中、墩上、端部各設(shè)一道6.9m寬的橫梁，并把單室擴(kuò)為雙室。截面構(gòu)造如圖3所示。1.4.6橋面鋪裝由《馬路橋涵設(shè)計(jì)通用規(guī)范》（JTGD60-2004）第1.7.1條，橋面路緣內(nèi)設(shè)置8cm厚瀝青混凝土鋪裝層。1.4.7施工主意（1）主梁采用墩梁固結(jié)的掛籃懸臂澆筑施工。（2）橋墩采用液壓爬模施工。（3）基礎(chǔ)采用鋼圍囹澆筑混凝土。1.5主要材料及材料性能（1）箱梁混凝土：C50（2）橋墩鋼筋混凝土：C30（3）基礎(chǔ)混凝土：C20（4）預(yù)應(yīng)力鋼筋：采用抗拉強(qiáng)度標(biāo)準(zhǔn)值為1860MPa，公稱直徑d=15.2mm的低松弛高強(qiáng)度鋼絞線。（5）非預(yù)應(yīng)力鋼筋：受力筋采用Ⅱ級(jí)HRB400級(jí)鋼筋，非受力筋采用Ⅰ級(jí)HPB300級(jí)鋼筋。1)混凝土表格SEQ表格\*ARABIC1混凝土表格強(qiáng)度等級(jí)彈性模量(MPa)容重EQ(kN/m3)線膨脹系數(shù)EQfck(MPa)EQftk(MPa)EQfcd(MPa)EQftd(MPa)C503450025.000.00001032.402.6522.401.83C303000025.000.00001020.102.0113.801.392)普通鋼筋表格SEQ表格\*ARABIC2普通鋼筋表格普通鋼筋彈性模量(MPa)容重EQ(kN/m3)EQfsk(MPa)EQfsd(MPa)EQf'sd(MPa)R23521000076.98235195195HRB33520000076.98335280280HRB40020000076.98400330330KL40020000076.984003303303)預(yù)應(yīng)力材料表格SEQ表格\*ARABIC3預(yù)應(yīng)力材料表格預(yù)應(yīng)力鋼絞線彈性模量(MPa)張拉控制應(yīng)力(MPa)孔道磨阻系數(shù)孔道偏差系數(shù)鋼絞線松弛系數(shù)一端錨固回縮值(m)Bot19500000.3000.006601.00.00600Top19500000.2000.001001.00.006001.6計(jì)算原則、內(nèi)容及控制標(biāo)準(zhǔn)1.6.1計(jì)算原則（1）汽車(chē)—超20級(jí)作用下各截面的最大彎矩汽車(chē)荷載偏載時(shí)的增大系數(shù)?；钶d偏載時(shí)的增大系數(shù)，習(xí)慣上有兩種取值主意：一是將箱梁視未開(kāi)口截面，按偏心壓力法（剛性橫梁法）求出邊肋的橫向分布系數(shù)，作為增大系數(shù)取值的根據(jù)；另一則是將活載產(chǎn)生的內(nèi)力直接增大15%。本設(shè)計(jì)對(duì)汽車(chē)荷載偏安全地取前一種主意計(jì)算。（2）掛車(chē)-120級(jí)作用下各截面的最大彎矩及最大剪力驗(yàn)算時(shí)，平板掛車(chē)不考慮沖擊力；由《馬路橋涵設(shè)計(jì)通用規(guī)范》（JTGD60-2004）第2.3.5條之二可知，平板掛車(chē)在1橋梁全長(zhǎng)內(nèi)用一輛布載。掛車(chē)荷載偏載時(shí)的增大系數(shù)取15%考慮。（3）掛車(chē)荷載不與人群荷載及其他荷載同時(shí)浮上。1.6.2計(jì)算內(nèi)容考慮施工過(guò)程，計(jì)算恒載、活載、溫度、溫度梯度、支座沉降等作用下內(nèi)力和組合內(nèi)力，出計(jì)算書(shū)。1.6.2控制標(biāo)準(zhǔn)（1）求汽車(chē)荷載沖擊系數(shù)。按照《馬路橋涵設(shè)計(jì)通用規(guī)范》（JTGD60-2004）第2.3.2條表2.3.2-1的規(guī)定，當(dāng)荷載長(zhǎng)度L在5m與45m之間時(shí)，沖擊系數(shù)μ可按下式計(jì)算：μ=（45-L）×0.3/（45-5）=0.3375-0.0075L（2）各截面荷載內(nèi)力組合由《通用規(guī)范》第4.1.2條，在按極限狀態(tài)設(shè)計(jì)箱梁各截面時(shí)，應(yīng)按組合Ⅰ（恒載+汽車(chē)荷載+人群荷載）及組合Ⅱ（恒載+掛車(chē)荷載）分離組合荷載，并選取相應(yīng)的荷載安全系數(shù)，注重到荷載效應(yīng)占總荷載效應(yīng)不同比例時(shí)需考慮不同的提高系數(shù)。二、模型建立與分析2.1計(jì)算模型圖3計(jì)算模型圖1）節(jié)點(diǎn)數(shù)量：80；圖4節(jié)點(diǎn)劃分圖示2）單元數(shù)量：75；圖5單元?jiǎng)澐謭D示3）邊界條件數(shù)量：6支承分離為每個(gè)橋墩兩個(gè)，邊跨支點(diǎn)各一處；彈性銜接每個(gè)橋墩與主梁固結(jié)處各兩個(gè)。圖6邊界條件4)施工階段數(shù)量：16，施工階段步驟如下：施工階段1：CS1，持續(xù)時(shí)光12天；施工階段9：CS9，持續(xù)時(shí)光12天；施工階段2：CS2，持續(xù)時(shí)光12天；施工階段10：CS10，持續(xù)時(shí)光12天；施工階段3：CS3，持續(xù)時(shí)光12天；施工階段11：CS11，持續(xù)時(shí)光12天；施工階段4：CS4，持續(xù)時(shí)光12天；施工階段12：CS12，持續(xù)時(shí)光12天；施工階段5：CS5，持續(xù)時(shí)光12天；施工階段13：CS13，持續(xù)時(shí)光30天；施工階段6：CS6，持續(xù)時(shí)光12天；施工階段14：CS14，持續(xù)時(shí)光15天；施工階段7：CS7，持續(xù)時(shí)光12天；施工階段15：CS15，持續(xù)時(shí)光30天；施工階段8：CS8，持續(xù)時(shí)光12天；施工階段16：CS16，持續(xù)時(shí)光10000天；圖7施工階段控制分析表格4施工階段劃分說(shuō)明施工階段施工天數(shù)/天施工內(nèi)容說(shuō)明CS112現(xiàn)澆墩頂主梁19、20、21、22、23、49、50、51、52、53單元CS212掛籃懸臂澆筑18，24,48,54單元CS312掛籃懸臂澆筑17,25,47,55單元CS412掛籃懸臂澆筑16,26,46,56單元CS512掛籃懸臂澆筑15,27,45,57單元CS612掛籃懸臂澆筑14,28,33,58單元CS712掛籃懸臂澆筑13,29,43,59單元CS812掛籃懸臂澆筑12,30,42,60單元CS912掛籃懸臂澆筑11,31,41,61單元CS1012掛籃懸臂澆筑10,32,40,62單元CS1112掛籃懸臂澆筑9,33,39,63單元CS1212掛籃懸臂澆筑8,34,38,64單元CS1330掛籃懸臂澆筑7,35,37,65單元CS1415左邊跨合龍CS1530右邊跨合龍CS161000中跨合龍，現(xiàn)澆防撞欄桿和橋面鋪裝，考慮收縮徐變影響2.2主要鋼筋布置圖及材料用表（1）預(yù)應(yīng)力鋼束特征值圖8.1鋼束特征值圖8.2鋼束特征值表格5預(yù)應(yīng)力鋼絞線彈性模量(MPa)張拉控制應(yīng)力(MPa)孔道磨阻系數(shù)孔道偏差系數(shù)鋼絞線松弛系數(shù)一端錨固回縮值(m)15-1919500013950.2500.001500.30.0060015-1519500013950.2500.001500.30.00600 （1）預(yù)應(yīng)力鋼束布置圖2.3截面特性及有效寬度1)截面特性表格6:橋墩A(m2)Asy(m2)Asz(m2)z(+)(m)z(-)(m)14.58012.15012.1500.9000.900Ixx(m4)Iyy(m4)Izz(m4)y(+)(m)y(-)(m)13.5423.93779.7164.0504.0502．4荷載工況及荷載組合1)自重自重系數(shù)：-1.002）二期恒載二期恒載由兩側(cè)防撞護(hù)欄及橋面鋪裝組成，計(jì)算后取值：75KN/m。3)整體升降溫溫度降溫：-20.00（[C]）溫度升溫：20.00（[C]）4）梁截面溫度表7梯度升溫（單元11）序號(hào)寬度(m)到箱梁頂距離(m)溫度([C])112.300.00-12.50212.300.18-3.40表8梯度降溫（單元11）序號(hào)寬度(m)到箱梁頂距離(m)溫度([C])112.300.0025.00212.300.186.705)徐變收縮收縮齡期：3天;構(gòu)件理論厚度：1m；理論厚度自動(dòng)計(jì)算：由程序自動(dòng)計(jì)算各構(gòu)件的理論厚度。公式為：EQh＝a×Ac／u；EQu＝L0＋a×Li；收縮齡期：3天;構(gòu)件理論厚度：1m；理論厚度自動(dòng)計(jì)算：由程序自動(dòng)計(jì)算各構(gòu)件的理論厚度。公式為：EQh＝a×Ac／u；EQu＝L0＋a×Li；6)支座沉降按照每個(gè)地基及基礎(chǔ)的最大沉降量的最不利的荷載組合舉行計(jì)算。第1組不勻稱沉降-0.005m；第2組不勻稱沉降-0.005m；7)可變荷載活載：汽車(chē)荷載，橋梁等級(jí)為馬路Ⅰ級(jí)；對(duì)于汽車(chē)荷載縱向整體沖擊系數(shù)μ，按照《馬路橋涵通用設(shè)計(jì)規(guī)范》第4.3.2條，沖擊系數(shù)μ可按下式計(jì)算：EQ當(dāng)f＜1.5Hz時(shí)，μ＝0.05；EQ當(dāng)1.5Hz≤f≤14Hz時(shí)，μ＝0.1767ln(f)－0.0157；EQ當(dāng)f＞14Hz時(shí)，μ＝0.45；按照規(guī)范，計(jì)算的結(jié)構(gòu)基頻f=0.48Hz，沖擊系數(shù)μ=0.050。三、內(nèi)力圖3.1內(nèi)力圖（1）恒載內(nèi)力計(jì)算1）一期恒載內(nèi)力值如表9.1所示，彎矩和剪力圖如圖9.1，圖9.2所示。表格9.1一期恒載內(nèi)力值單元荷載位置軸向(kN)剪力-y(kN)剪力-z(kN)扭矩(kN*m)彎矩-y(kN*m)彎矩-z(kN*m)1一期恒載I[1]15.470-5677.860001一期恒載J[2]15.470-5079.4010757.302一期恒載I[2]00-5079.42010757.302一期恒載J[3]00-3807.7029642.4503一期恒載I[3]00-3807.7029642.4503一期恒載J[4]00-2535.99043122.7904一期恒載I[4]00-2535.99043122.7904一期恒載J[5]00-1264.27051198.3405一期恒載I[5]00-1264.27051198.3405一期恒載J[6]007.45053869.0806一期恒載I[6]007.45053869.0806一期恒載J[7]00605.9053255.7307一期恒載I[7]00605.9053255.7307一期恒載J[8]002027.24047002.0208一期恒載I[8]-19.0202027.15047002.0208一期恒載J[9]-31.8603464.02033967.3409一期恒載I[9]-53.403463.76033967.3409一期恒載J[10]-75.4804925.49014052.86010一期恒載I[10]-107.704924.9014052.86010一期恒載J[11]-14006423.90-12889.6011一期恒載I[11]-183.906422.790-12889.6011一期恒載J[12]-227.807971.450-47067.7012一期恒載I[12]-285.107969.610-47067.7012一期恒載J[13]-342.209580.290-88748.2013一期恒載I[13]-414.209577.440-88748.2013一期恒載J[14]-486.7011262.480-138257014一期恒載I[14]-575.5011258.290-138257014一期恒載J[15]-665.6013029.980-195980015一期恒載I[15]-767.4013024.370-195980015一期恒載J[16]-877.6014894.970-262361016一期恒載I[16]-1001014887.210-262361016一期恒載J[17]-1134016868.940-337905017一期恒載I[17]-1276016858.770-337905017一期恒載J[18]-1435018963.780-423175018一期恒載I[18]-1596018950.910-423175018一期恒載J[19]-1785021191.330-518794019一期恒載I[19]-1948021176.920-518794019一期恒載J[20]-2132023177.210-607840020一期恒載I[20]0023275.090-607840020一期恒載J[21]0023739.440-628997021一期恒載I[21]114.290-142350-624723021一期恒載J[22]114.290-120680-569487022一期恒載I[23]148.83022202.090-546911022一期恒載J[22]148.83022666.430-567102023一期恒載I[24]-1703020121.720-462103023一期恒載J[23]-1887022122.020-546911024一期恒載I[25]-1359017893.880-371524024一期恒載J[24]-1547020134.30-462105025一期恒載I[26]-1048015799.780-291299025一期恒載J[25]-1207017904.790-371525026一期恒載I[27]-781.3013826.350-220806026一期恒載J[26]-914.4015808.070-291300027一期恒載I[28]-556.8011961.750-159481027一期恒載J[27]-666.9013832.350-220806028一期恒載I[29]-374.6010193.870-106822028一期恒載J[28]-464.7011965.550-159482029一期恒載I[30]-219.508511.650-62380.8029一期恒載J[29]-292010196.690-106823030一期恒載I[31]-98.2106902.420-25774.1030一期恒載J[30]-155.408513.10-62382.2031一期恒載I[32]-4.5905354.3303325.43031一期恒載J[31]-48.506902.990-25775.4032一期恒載I[33]64.4203855.26025184.66032一期恒載J[32]32.105354.2603324.14033一期恒載I[34]111.5702393.05040011.43033一期恒載J[33]89.4803854.78025183.42034一期恒載I[35]139.56-4.07955.4687.2747953.72-1494.9734一期恒載J[34]126.72-4.072392.3487.2740009.77-1475.6135一期恒載I[36]148.8315.1-242.673.3849378.43-526.2735一期恒載J[35]148.8315.1954.243.3847955.3-586.6737一期恒載I[37]148.8316.56625.89-2.9248726.28-461.2237一期恒載J[38]148.8316.561822.8-2.9243828.91-527.4638一期恒載I[38]130.2512.581823.8851.7843827.02-1322.3638一期恒載J[39]117.4112.583260.7651.7831757.82-1382.1239一期恒載I[39]97.8803261.36031758.95039一期恒載J[40]75.804723.09012805.94040一期恒載I[40]46.4304723.46012806.55040一期恒載J[41]14.1106222.460-13178.9041一期恒載I[41]-26.4106222.440-13178.3041一期恒載J[42]-70.3207771.10-46403.9042一期恒載I[42]-124.107770.420-46403.4042一期恒載J[43]-181.309381.090-87136.2043一期恒載I[43]-248.809379.550-87135.7043一期恒載J[44]-321.2011064.570-135702044一期恒載I[44]-412.1011061.540-135702044一期恒載J[45]-502.1012833.220-192488045一期恒載I[45]-600.7012829.070-192486045一期恒載J[46]-710.8014699.660-257937046一期恒載I[46]-830014693.40-257937046一期恒載J[47]-963.1016675.120-332556047一期恒載I[47]-1101016666.560-332556047一期恒載J[48]-1260018771.560-416906048一期恒載I[48]-1417018760.370-416906048一期恒載J[49]-1606021000.780-511611049一期恒載I[49]-1742020989.760-511611049一期恒載J[50]-1927022990.020-599892050一期恒載I[50]148.83023070.530-599892050一期恒載J[51]148.83023534.870-620864051一期恒載I[51]120.2204071.490-621884051一期恒載J[52]120.2206238.430-643535052一期恒載I[53]0023489.040-625385052一期恒載J[52]0023953.380-646734053一期恒載I[54]-1969021389.850-535483053一期恒載J[53]-2153023390.150-625385054一期恒載I[55]-1614019164.130-438848054一期恒載J[54]-1802021404.550-535483055一期恒載I[56]-1292017072.130-352562055一期恒載J[55]-1451019177.140-438848056一期恒載I[57]-1015015100.680-276002056一期恒載J[56]-1148017082.40-352562057一期恒載I[58]-780013237.950-208604057一期恒載J[57]-890.1015108.550-276002058一期恒載I[59]-590.4011471.750-149865058一期恒載J[58]-680.5013243.440-208604059一期恒載I[60]-428.909790.970-99339.7059一期恒載J[59]-501.3011475.990-149865060一期恒載I[61]-297.508183.260-56643060一期恒載J[60]-354.709793.940-99339.7061一期恒載I[62]-193.706636.560-21448.6061一期恒載J[61]-237.608185.220-56643062一期恒載I[63]-115.105138.7606510.31062一期恒載J[62]-147.406637.750-21448.6063一期恒載I[64]-58.603677.68027441.15063一期恒載J[63]-80.6805139.4106510.31064一期恒載I[65]-22.1302241.1041492.2064一期恒載J[64]-34.9703677.98027441.15065一期恒載I[66]00819.88048762.28065一期恒載J[65]002241.21041492.2066一期恒載I[66]00-819.88048762.28066一期恒載J[67]00-221.42049803.58067一期恒載I[67]00-221.42049803.58067一期恒載J[68]001050.3048042.23068一期恒載I[68]001050.3048042.23068一期恒載J[69]002322.01040876.07069一期恒載I[69]002322.01040876.07069一期恒載J[70]003593.73028305.11070一期恒載I[70]003593.73028305.11070一期恒載J[71]004865.45010329.35071一期恒載I[71]004865.45010329.35071一期恒載J[72]005463.900072一期恒載I[73]-379740-114.290-4694.06072一期恒載J[74]-569280-114.290-122.52073一期恒載I[75]-105980-34.540-2506.25073一期恒載J[76]-295520-34.540-1124.47074一期恒載I[77]-19463028.6101120.35074一期恒載J[78]-38417028.610-24.01075一期恒載I[79]-301920120.2203640.56075一期恒載J[80]-491460120.220-1168.4076一期恒載I[36]148.830242.67049384.33076一期恒載J[37]148.830625.89048732.910圖9.1一期恒載彎矩圖圖9.2一期恒載剪力圖2）二期恒載內(nèi)力值如表9.2所示，彎矩和剪力圖如圖9.3，圖9.4所示。表格9.2二期恒載內(nèi)力值單元荷載位置軸向(kN)剪力-y(kN)剪力-z(kN)扭矩(kN*m)彎矩-y(kN*m)彎矩-z(kN*m)1二期恒載I[1]15.470-5677.860001二期恒載J[2]15.470-5079.4010757.302二期恒載I[2]00-5079.42010757.302二期恒載J[3]00-3807.7029642.4503二期恒載I[3]00-3807.7029642.4503二期恒載J[4]00-2535.99043122.7904二期恒載I[4]00-2535.99043122.7904二期恒載J[5]00-1264.27051198.3405二期恒載I[5]00-1264.27051198.3405二期恒載J[6]007.45053869.0806二期恒載I[6]007.45053869.0806二期恒載J[7]00605.9053255.7307二期恒載I[7]00605.9053255.7307二期恒載J[8]002027.24047002.0208二期恒載I[8]-19.0202027.15047002.0208二期恒載J[9]-31.8603464.02033967.3409二期恒載I[9]-53.403463.76033967.3409二期恒載J[10]-75.4804925.49014052.86010二期恒載I[10]-107.704924.9014052.86010二期恒載J[11]-14006423.90-12889.6011二期恒載I[11]-183.906422.790-12889.6011二期恒載J[12]-227.807971.450-47067.7012二期恒載I[12]-285.107969.610-47067.7012二期恒載J[13]-342.209580.290-88748.2013二期恒載I[13]-414.209577.440-88748.2013二期恒載J[14]-486.7011262.480-138257014二期恒載I[14]-575.5011258.290-138257014二期恒載J[15]-665.6013029.980-195980015二期恒載I[15]-767.4013024.370-195980015二期恒載J[16]-877.6014894.970-262361016二期恒載I[16]-1001014887.210-262361016二期恒載J[17]-1134016868.940-337905017二期恒載I[17]-1276016858.770-337905017二期恒載J[18]-1435018963.780-423175018二期恒載I[18]-1596018950.910-423175018二期恒載J[19]-1785021191.330-518794019二期恒載I[19]-1948021176.920-518794019二期恒載J[20]-2132023177.210-607840020二期恒載I[20]0023275.090-607840020二期恒載J[21]0023739.440-628997021二期恒載I[21]114.290-142350-624723021二期恒載J[22]114.290-120680-569487022二期恒載I[23]148.83022202.090-546911022二期恒載J[22]148.83022666.430-567102023二期恒載I[24]-1703020121.720-462103023二期恒載J[23]-1887022122.020-546911024二期恒載I[25]-1359017893.880-371524024二期恒載J[24]-1547020134.30-462105025二期恒載I[26]-1048015799.780-291299025二期恒載J[25]-1207017904.790-371525026二期恒載I[27]-781.3013826.350-220806026二期恒載J[26]-914.4015808.070-291300027二期恒載I[28]-556.8011961.750-159481027二期恒載J[27]-666.9013832.350-220806028二期恒載I[29]-374.6010193.870-106822028二期恒載J[28]-464.7011965.550-159482029二期恒載I[30]-219.508511.650-62380.8029二期恒載J[29]-292010196.690-106823030二期恒載I[31]-98.2106902.420-25774.1030二期恒載J[30]-155.408513.10-62382.2031二期恒載I[32]-4.5905354.3303325.43031二期恒載J[31]-48.506902.990-25775.4032二期恒載I[33]64.4203855.26025184.66032二期恒載J[32]32.105354.2603324.14033二期恒載I[34]111.5702393.05040011.43033二期恒載J[33]89.4803854.78025183.42034二期恒載I[35]139.56-4.07955.4687.2747953.72-1494.9734二期恒載J[34]126.72-4.072392.3487.2740009.77-1475.6135二期恒載I[36]148.8315.1-242.673.3849378.43-526.2735二期恒載J[35]148.8315.1954.243.3847955.3-586.6737二期恒載I[37]148.8316.56625.89-2.9248726.28-461.2237二期恒載J[38]148.8316.561822.8-2.9243828.91-527.4638二期恒載I[38]130.2512.581823.8851.7843827.02-1322.3638二期恒載J[39]117.4112.583260.7651.7831757.82-1382.1239二期恒載I[39]97.8803261.36031758.95039二期恒載J[40]75.804723.09012805.94040二期恒載I[40]46.4304723.46012806.55040二期恒載J[41]14.1106222.460-13178.9041二期恒載I[41]-26.4106222.440-13178.3041二期恒載J[42]-70.3207771.10-46403.9042二期恒載I[42]-124.107770.420-46403.4042二期恒載J[43]-181.309381.090-87136.2043二期恒載I[43]-248.809379.550-87135.7043二期恒載J[44]-321.2011064.570-135702044二期恒載I[44]-412.1011061.540-135702044二期恒載J[45]-502.1012833.220-192488045二期恒載I[45]-600.7012829.070-192486045二期恒載J[46]-710.8014699.660-257937046二期恒載I[46]-830014693.40-257937046二期恒載J[47]-963.1016675.120-332556047二期恒載I[47]-1101016666.560-332556047二期恒載J[48]-1260018771.560-416906048二期恒載I[48]-1417018760.370-416906048二期恒載J[49]-1606021000.780-511611049二期恒載I[49]-1742020989.760-511611049二期恒載J[50]-1927022990.020-599892050二期恒載I[50]148.83023070.530-599892050二期恒載J[51]148.83023534.870-620864051二期恒載I[51]120.2204071.490-621884051二期恒載J[52]120.2206238.430-643535052二期恒載I[53]0023489.040-625385052二期恒載J[52]0023953.380-646734053二期恒載I[54]-1969021389.850-535483053二期恒載J[53]-2153023390.150-625385054二期恒載I[55]-1614019164.130-438848054二期恒載J[54]-1802021404.550-535483055二期恒載I[56]-1292017072.130-352562055二期恒載J[55]-1451019177.140-438848056二期恒載I[57]-1015015100.680-276002056二期恒載J[56]-1148017082.40-352562057二期恒載I[58]-780013237.950-208604057二期恒載J[57]-890.1015108.550-276002058二期恒載I[59]-590.4011471.750-149865058二期恒載J[58]-680.5013243.440-208604059二期恒載I[60]-428.909790.970-99339.7059二期恒載J[59]-501.3011475.990-149865060二期恒載I[61]-297.508183.260-56643060二期恒載J[60]-354.709793.940-99339.7061二期恒載I[62]-193.706636.560-21448.6061二期恒載J[61]-237.608185.220-56643062二期恒載I[63]-115.105138.7606510.31062二期恒載J[62]-147.406637.750-21448.6063二期恒載I[64]-58.603677.68027441.15063二期恒載J[63]-80.6805139.4106510.31064二期恒載I[65]-22.1302241.1041492.2064二期恒載J[64]-34.9703677.98027441.15065二期恒載I[66]00819.88048762.28065二期恒載J[65]002241.21041492.2066二期恒載I[66]00-819.88048762.28066二期恒載J[67]00-221.42049803.58067二期恒載I[67]00-221.42049803.58067二期恒載J[68]001050.3048042.23068二期恒載I[68]001050.3048042.23068二期恒載J[69]002322.01040876.07069二期恒載I[69]002322.01040876.07069二期恒載J[70]003593.73028305.11070二期恒載I[70]003593.73028305.11070二期恒載J[71]004865.45010329.35071二期恒載I[71]004865.45010329.35071二期恒載J[72]005463.900072二期恒載I[73]-379740-114.290-4694.06072二期恒載J[74]-569280-114.290-122.52073二期恒載I[75]-105980-34.540-2506.25073二期恒載J[76]-295520-34.540-1124.47074二期恒載I[77]-19463028.6101120.35074二期恒載J[78]-38417028.610-24.01075二期恒載I[79]-301920120.2203640.56075二期恒載J[80]-491460120.220-1168.4076二期恒載I[36]148.830242.67049384.33076二期恒載J[37]148.830625.89048732.910圖9.3二期恒載彎矩圖圖9.4二期恒載剪力圖3）活載內(nèi)力值如表10所示，彎矩和剪力包絡(luò)圖如圖10.1，圖10.2所示。表格10活載內(nèi)力值單元荷載位置軸向(kN)剪力-y(kN)剪力-z(kN)扭矩(kN*m)彎矩-y(kN*m)彎矩-z(kN*m)1車(chē)輛荷載I[1]3.470-1512.08837.73001車(chē)輛荷載J[2]3.470-1432.38837.732624.9902車(chē)輛荷載I[2]00-1432.38864.442624.9902車(chē)輛荷載J[3]00-1269.55864.447502.503車(chē)輛荷載I[3]00-1269.55864.447502.503車(chē)輛荷載J[4]00-1116.27864.4411439.0204車(chē)輛荷載I[4]00-1116.27864.4411439.0204車(chē)輛荷載J[5]00-973.26864.4414460.0405車(chē)輛荷載I[5]00-973.26864.4414460.0405車(chē)輛荷載J[6]00-841.14864.4416603.8406車(chē)輛荷載I[6]00-841.14837.7316603.8406車(chē)輛荷載J[7]00-782.89837.7317323.2407車(chē)輛荷載I[7]00-782.89870.3717323.2407車(chē)輛荷載J[8]00717.72870.3718335.9508車(chē)輛荷載I[8]-5.550.13717.7869.8718335.957.768車(chē)輛荷載J[9]-6.760.13841.76870.818446.977.769車(chē)輛荷載I[9]-11.090.23841.71869.5418446.9713.129車(chē)輛荷載J[10]-13.090.23965.987117752.6913.1210車(chē)輛荷載I[10]-18.20.32965.8869.2217752.6918.7210車(chē)輛荷載J[11]-21.080.321089.11871.1216344.1818.7211車(chē)輛荷載I[11]-27.210.421088.94868.9116344.1824.6111車(chē)輛荷載J[12]-30.90.421210.81871.1314298.7624.6112車(chē)輛荷載I[12]-38.010.531210.56868.6114298.7630.8112車(chē)輛荷載J[13]-42.620.531330.78871.0311875.5830.8213車(chē)輛荷載I[13]-50.780.641330.44868.311875.5837.313車(chē)輛荷載J[14]-56.350.641449.05870.83-10805.5737.3314車(chē)輛荷載I[14]-65.740.751448.58867.97-10805.5744.0614車(chē)輛荷載J[15]-72.210.751565.76870.53-13422.9544.0915車(chē)輛荷載I[15]-83.110.861565.12867.6-13422.9551.0415車(chē)輛荷載J[16]-90.350.861681.12870.13-18261.6951.0716車(chē)輛荷載I[16]-102.220.961680.32867.18-18261.6958.1816車(chē)輛荷載J[17]-110.420.961795.36869.65-24059.6858.2217車(chē)輛荷載I[17]-123.471.061794.37866.7-24059.6865.4417車(chē)輛荷載J[18]-132.61.061908.69869.09-30644.165.4918車(chē)輛荷載I[18]-146.651.161907.5866.17-30644.172.7718車(chē)輛荷載J[19]-156.761.162021.31868.45-37985.0672.8319車(chē)輛荷載I[19]-170.231.042020.05857.07-37985.0678.8219車(chē)輛荷載J[20]-179.751.042115.58858.62-44729.8678.8720車(chē)輛荷載I[20]002124.37824.67-44729.86020車(chē)輛荷載J[21]002145.96824.67-46327.46021車(chē)輛荷載I[21]-161.4206406.81863.84-46608.52021車(chē)輛荷載J[22]-161.4206451.72863.84-51889.91022車(chē)輛荷載I[23]-333.6302271.65824.67-52878.3022車(chē)輛荷載J[22]-333.6302293.37824.67-54580.49023車(chē)輛荷載I[24]-479.441.042152.23857.07-45724.8178.8223車(chē)輛荷載J[23]-487.281.042249.12858.62-52878.378.8724車(chē)輛荷載I[25]-458.511.162039.63866.17-37885.4672.7724車(chē)輛荷載J[24]-467.031.162154.75868.45-45722.6572.8325車(chē)輛荷載I[26]-438.111.061927.03866.7-30766.7165.4425車(chē)輛荷載J[25]-445.761.062042.3869.09-37884.4665.4926車(chē)輛荷載I[27]-419.490.961814867.18-24383.4958.1826車(chē)輛荷載J[26]-426.30.961929.55869.65-30765.8158.2227車(chē)輛荷載I[28]-402.80.861700.37867.6-18744.1651.0427車(chē)輛荷載J[27]-408.780.861816.33870.13-24382.6851.0728車(chē)輛荷載I[29]-387.490.741586.2867.97-13862.1444.0628車(chē)輛荷載J[28]-392.650.741702.65870.53-18742.2544.0929車(chē)輛荷載I[30]-375.080.631471.09868.310908.6337.329車(chē)輛荷載J[29]-379.440.631588.08870.83-13861.0337.3330車(chē)輛荷載I[31]-364.240.531355.44868.6112104.3930.8130車(chē)輛荷載J[30]-367.840.531472.85871.0310909.1430.8231車(chē)輛荷載I[32]-355.230.421239.51868.9113320.9924.6131車(chē)輛荷載J[31]-358.110.421357.03871.1312105.1624.6132車(chē)輛荷載I[33]-347.80.321123.94869.2214534.9918.7232車(chē)輛荷載J[32]-349.990.321240.94871.1213322.0518.7233車(chē)輛荷載I[34]-341.970.231009.71869.5415874.8913.1233車(chē)輛荷載J[33]-343.510.231125.2187114536.4213.1234車(chē)輛荷載I[35]-337.640.13898.19869.8716824.317.7634車(chē)輛荷載J[34]-338.550.131010.82870.815877.997.7635車(chē)輛荷載I[36]-333.630808.13861.4717132.66035車(chē)輛荷載J[35]-333.630899.62861.4716820.52037車(chē)輛荷載I[37]-333.630808.07861.4717133037車(chē)輛荷載J[38]-333.630899.56861.4716818.76038車(chē)輛荷載I[38]-337.410.13898.21869.8716823.257.7638車(chē)輛荷載J[39]-338.320.131010.87870.815873.887.7639車(chē)輛荷載I[39]-341.520.231009.81869.5415871.9213.1239車(chē)輛荷載J[40]-343.050.231125.3387114526.9813.1240車(chē)輛荷載I[40]-347.150.321124.1869.2214526.3318.7240車(chē)輛荷載J[41]-349.340.321241.12871.1213310.1718.7241車(chē)輛荷載I[41]-354.470.421239.71868.9113309.7124.6141車(chē)輛荷載J[42]-357.350.421357.23871.1312093.1424.6242車(chē)輛荷載I[42]-363.340.531355.68868.6112092.8230.8142車(chē)輛荷載J[43]-366.940.531473.08871.0310898.630.8243車(chē)輛荷載I[43]-374.030.641471.36868.310898.437.343車(chē)輛荷載J[44]-378.390.641588.32870.83-13850.6337.3344車(chē)輛荷載I[44]-387.050.751586.33867.97-13851.2644.0644車(chē)輛荷載J[45]-392.20.751702.76870.53-18734.3644.0945車(chē)輛荷載I[45]-401.940.861700.58867.6-18735.7651.0445車(chē)輛荷載J[46]-407.920.861816.5870.13-24377.0151.0746車(chē)輛荷載I[46]-418.430.961814.25867.18-24377.0158.1846車(chē)輛荷載J[47]-425.240.961929.74869.65-30762.7158.2247車(chē)輛荷載I[47]-436.861.061927.31866.7-30762.7165.4447車(chē)輛荷載J[48]-444.521.062042.51869.09-37883.0365.4948車(chē)輛荷載I[48]-457.11.162039.93866.17-37883.0372.7748車(chē)輛荷載J[49]-465.621.162154.98868.45-45722.6272.8349車(chē)輛荷載I[49]-475.661.052153857.07-45722.6278.8249車(chē)輛荷載J[50]-483.51.052249.7858.62-52879.2678.8750車(chē)輛荷載I[50]-333.6302271.64824.67-52879.26050車(chē)輛荷載J[51]-333.6302293.36824.67-54581.52051車(chē)輛荷載I[51]-161.420-6450.36863.84-51889.83051車(chē)輛荷載J[52]-161.420-6405.46863.84-46571.59052車(chē)輛荷載I[53]002124.17824.67-44691.04052車(chē)輛荷載J[52]002145.76824.67-46288.18053車(chē)輛荷載I[54]-170.381.042019.82857.07-37947.3878.8253車(chē)輛荷載J[53]-179.841.042115.36858.62-44691.0478.8754車(chē)輛荷載I[55]-146.631.161907.26866.17-30608.8472.7754車(chē)輛荷載J[54]-156.741.162021.09868.45-37947.3872.8355車(chē)輛荷載I[56]-123.451.061794.11866.7-24027.7465.4455車(chē)輛荷載J[55]-132.581.061908.45869.09-30608.8465.4956車(chē)輛荷載I[57]-102.240.961680.04867.18-18233.9758.1856車(chē)輛荷載J[56]-110.430.961795.1869.65-24027.7458.2257車(chē)輛荷載I[58]-83.130.861564.82867.6-13422.9251.0457車(chē)輛荷載J[57]-90.350.861680.84870.13-18233.9751.0758車(chē)輛荷載I[59]-64.990.751448.3867.97-10809.4544.0658車(chē)輛荷載J[58]-71.840.751565.48870.53-13422.9244.0959車(chē)輛荷載I[60]-49.850.641330.14868.311900.5637.359車(chē)輛荷載J[59]-55.930.641448.75870.83-10809.4537.3360車(chē)輛荷載I[61]-37.160.531210.22868.6114327.2330.8160車(chē)輛荷載J[60]-42.290.531330.45871.0311900.5630.8261車(chē)輛荷載I[62]-26.540.421088.58868.9116371.1624.6161車(chē)輛荷載J[61]-30.680.421210.44871.1314327.2324.6162車(chē)輛荷載I[63]-17.730.32965.44869.2217777.1818.7262車(chē)輛荷載J[62]-20.960.321088.72871.1216371.1618.7263車(chē)輛荷載I[64]-10.730.23841.39869.5418468.0213.1263車(chē)輛荷載J[63]-13.050.23965.5387117777.1813.1264車(chē)輛荷載I[65]5.360.13717.45869.8718352.967.7664車(chē)輛荷載J[64]-6.770.13841.45870.818468.027.7665車(chē)輛荷載I[66]00-783.48870.3717336.13065車(chē)輛荷載J[65]00717.48870.3718352.96066車(chē)輛荷載I[66]00783.48837.7317336.13066車(chē)輛荷載J[67]00841.71837.7316615.09067車(chē)輛荷載I[67]00841.71864.4416615.09067車(chē)輛荷載J[68]00973.8864.4414468.11068車(chē)輛荷載I[68]00973.8864.4414468.11068車(chē)輛荷載J[69]001116.78864.4411444.31069車(chē)輛荷載I[69]001116.78864.4411444.31069車(chē)輛荷載J[70]001270.02864.447505.37070車(chē)輛荷載I[70]001270.02864.447505.37070車(chē)輛荷載J[71]001432.8864.442625.82071車(chē)輛荷載I[71]001432.8837.732625.82071車(chē)輛荷載J[72]001512.48837.730072車(chē)輛荷載I[73]-7027.20171.4804298.4072車(chē)輛荷載J[74]-7027.20171.480-2200.91073車(chē)輛荷載I[75]-7872.40182.9504609.24073車(chē)輛荷載J[76]-7872.40182.950-2321.74074車(chē)輛荷載I[77]-7871.40-182.950-4608.98074車(chē)輛荷載J[78]-7871.40-182.9502322.17075車(chē)輛荷載I[79]-7021.60-171.470-4297.96075車(chē)輛荷載J[80]-7021.60-171.4702201.28076車(chē)輛荷載I[36]-333.630-808.13831.7917121.43076車(chē)輛荷載J[37]-333.630808.07831.7917121.020圖10.1車(chē)輛荷載彎矩包絡(luò)圖圖10.2車(chē)輛荷載剪力包絡(luò)圖4）內(nèi)力組合按照《橋規(guī)》規(guī)范要求決定效應(yīng)組合設(shè)計(jì)值。基本組合：Sud=1.2恒載+1.4車(chē)輛荷載頻遇組合：Sfd=恒載+0.7車(chē)輛荷載/（1+μ）準(zhǔn)永遠(yuǎn)組合：Sqd=恒載+0.4車(chē)輛荷載/（1+μ）內(nèi)力組合值分離如表11.1、11.2、11.3所示。表格11.1基本組合內(nèi)力值單元荷載位置軸向(kN)剪力-y(kN)剪力-z(kN)扭矩(kN*m)彎矩-y(kN*m)彎矩-z(kN*m)1基本組合I[1]18.740-7212.411172.82001基本組合J[2]18.740-6548.411172.8213313.6102基本組合I[2]00-6548.441210.2113313.6102基本組合J[3]00-5146.581210.2136955.7803基本組合I[3]00-5146.581210.2136955.7803基本組合J[4]00-3758.11210.2154291.5204基本組合I[4]00-3758.11210.2154291.5204基本組合J[5]00-2383.981210.2165356.5105基本組合I[5]00-2383.981210.2165356.5105基本組合J[6]00-1025.121210.2170204.3406基本組合I[6]00-1025.121172.8270204.3406基本組合J[7]001538.121172.8270354.1307基本組合I[7]001538.121218.5270354.1307基本組合J[8]003021.71218.5265307.6908基本組合I[8]-26.59-0.193021.581217.8265307.69-10.878基本組合J[9]-40.130.194521.621219.1252739.52-10.879基本組合I[9]-66.95-0.324521.291217.3552739.5218.379基本組合J[10]-90.140.326044.451219.432693.3518.3710基本組合I[10]-127.93-0.456043.741216.932693.3526.2110基本組合J[11]-161.790.457600.061219.57-27613.126.2111基本組合I[11]-211.890.597598.781216.48-27613.134.4611基本組合J[12]-257.6-0.599198.931219.58-61028.2434.4612基本組合I[12]-321.380.749196.861216.06-61028.2443.1312基本組合J[13]-380.62-0.7410851.951219.44-101647.243.1513基本組合I[13]-459.54-0.8910848.81215.62-101647.252.2313基本組合J[14]-534.230.8912570.281219.17-150648.452.2614基本組合I[14]-630.511.0412565.71215.16-150648.461.6914基本組合J[15]-722.67-1.0414365.161218.74-208286.961.7315基本組合I[15]-833.16-1.214359.031214.64-208286.971.4515基本組合J[16]-944.981.216248.121218.19-277027.971.516基本組合I[16]-1076.31.3516239.771214.05-277027.981.4516基本組合J[17]-1210.7-1.3518230.111217.51-355569.781.5117基本組合I[17]-1361.51.4918219.251213.39-355569.791.6117基本組合J[18]-1521.2-1.4920322.41216.72-444190.291.6918基本組合I[18]-1690.61.6220308.751212.64-444190.2101.8818基本組合J[19]-1878.7-1.6222536.161215.83-543422.4101.9719基本組合I[19]-2049.71.46225211199.9-543422.4110.3519基本組合J[20]-22331.4624501.161202.06-635644110.4220基本組合I[20]0024604.421154.54-635644020基本組合J[21]0025063.271154.54-657540.8021基本組合I[21]399.080-26900.441209.38-650767.1021基本組合J[22]399.080-24837.291209.38-583182.4022基本組合I[23]709.64023365.571154.54-560765.1022基本組合J[22]709.64023824.611154.54-581507.8023基本組合I[24]-19781.4621300.821199.9-473615.3110.3523基本組合J[23]-2158.81.4623282.911202.06-560765.1110.4224基本組合I[25]-1633.31.6219084.711212.64-380404.8101.8824基本組合J[24]-1819.2-1.6221313.961215.83-473615.8101.9725基本組合I[26]-1319.91.4916991.841213.39-297768.891.6125基本組合J[25]-1477.5-1.4919096.311216.72-38040591.6926基本組合I[27]-1050.31.3515009.81214.05-225155.381.4526基本組合J[26]-1182.7-1.3517000.851217.51-297769.181.5127基本組合I[28]-822.09-1.213127.461214.64-162055.571.4527基本組合J[27]-932.131.215016.511218.19-225155.671.528基本組合I[29]-635.041.0411333.561215.16-108026.161.6928基本組合J[28]-725.37-1.0413131.991218.74-162056.561.7329基本組合I[30]-476.68-0.899617.721215.62-62696.7152.2329基本組合J[29]-549.680.8911336.931219.17-108026.952.2630基本組合I[31]494.750.747968.541216.06-26789.0543.1330基本組合J[30]441.96-0.749619.711219.44-62698.1443.1531基本組合I[32]578.560.596375.511216.4827414.2334.4631基本組合J[31]538.