黃茅坪連接悅來污水處理廠污水干管工程橋梁結(jié)構(gòu)設(shè)計(jì)計(jì)算書

林同棪國際（中國）工程咨詢有限公司綿陽二環(huán)路西半環(huán)二期工程結(jié)構(gòu)計(jì)算書黃茅坪連接悅來污水處理廠污水干管工程橋梁結(jié)構(gòu)設(shè)計(jì)計(jì)算書設(shè)計(jì)：校核：審核：核定： 目錄1.設(shè)計(jì)內(nèi)容及總體布置 頁1.設(shè)計(jì)內(nèi)容及總體布置1.1設(shè)計(jì)內(nèi)容1.2橋梁（1）結(jié)構(gòu)形式位于直線上，設(shè)計(jì)遵循安全、適用、經(jīng)濟(jì)、美觀、環(huán)保、耐久的建設(shè)方針，上部結(jié)構(gòu)采用（3x25.0）m跨徑普通鋼筋混凝土箱涵橋，全橋共一聯(lián)布置，橋梁總長75.0m。橋型布置圖（單位：mm）（2）橫斷面設(shè)計(jì)橋梁標(biāo)準(zhǔn)寬度4.0m，0.65m(花池+護(hù)欄)+2.7m(檢修人行道)+0.65m(花池+護(hù)欄)=4.0m。橫斷面布置圖（單位：mm）（3）結(jié)構(gòu)設(shè)計(jì)橋梁結(jié)構(gòu)為普通鋼筋混凝土箱涵梁。梁截面采用單箱單孔截面，部分截面采用蓋板涵結(jié)構(gòu)形式。1）上部結(jié)構(gòu)橋梁上部結(jié)構(gòu)采用C40混凝土箱涵橋。主梁采用直腹式單箱單孔截面，梁截面頂寬4.0m，底寬2.6m，梁高1.8m。翼緣端部厚度為15cm，在根部加厚至30cm。主梁標(biāo)準(zhǔn)頂板段頂板厚30cm，底板厚30cm，邊腹板厚40cm；主梁蓋板段頂板翼緣、腹板及底板保存與標(biāo)準(zhǔn)段一直。全橋不設(shè)橫梁，在第一跨和第三款設(shè)置檢修孔，檢修孔位置詳見圖紙。主梁采用支架現(xiàn)澆方式施工，橋面鋪裝采用3cm厚芝麻黑仿花崗石面透水磚鋪裝。2）下部結(jié)構(gòu)下部結(jié)構(gòu)采用花瓶墩+樁基礎(chǔ)，橋墩采用C40普通鋼筋混凝土結(jié)構(gòu)，墩柱采用花瓶墩，墩柱底部截面尺寸為1.0*0.8m,墩頂截面尺寸為2.6m*0.8m，樁基礎(chǔ)采用C35混凝土，單墩單樁結(jié)構(gòu)形式，樁基直徑為1.5m。2.技術(shù)標(biāo)準(zhǔn)和規(guī)范2.1主要規(guī)范《城市橋梁設(shè)計(jì)規(guī)范》（CJJ11—2011）《公路橋涵設(shè)計(jì)通用規(guī)范》（JTGD60—2015）《公路圬工橋涵設(shè)計(jì)規(guī)范》（JTGD61—2005）《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計(jì)規(guī)范》（JTG3362—2018）《公路橋涵地基與基礎(chǔ)設(shè)計(jì)規(guī)范》（JTGD63—2007）《城市橋梁抗震設(shè)計(jì)規(guī)范》（CJJ166-2011）《公路橋梁抗震設(shè)計(jì)細(xì)則》(JTG/TB02-01-2008)《公路橋涵施工技術(shù)規(guī)范》（JTG/TF50-2011）《城市橋梁工程施工與質(zhì)量驗(yàn)收規(guī)范》（CJJ2—2008）《鋼結(jié)構(gòu)焊接規(guī)范》（GB50661-2011）《公路工程技術(shù)標(biāo)準(zhǔn)》（JTGB01-2014）

2.2技術(shù)標(biāo)準(zhǔn)1橋梁分類重要中橋2檢修人員及機(jī)械荷載檢修人員及機(jī)械荷載按施工荷載考慮:3.5kN／m3管道自重0.82KN/m4管中污水荷載7.9KN/m（按滿流考慮）5跨徑布置3x25m6橋梁縱坡0.30%7標(biāo)準(zhǔn)路幅4.0m=0.65m花池+欄桿+2.7m檢修道+0.65m花池+欄桿8橋梁凈高≥5.0m9溫度荷載箱梁體系溫度升溫取30°，降溫取20°，箱梁混凝土澆筑、伸縮縫安裝等施工溫度取20°，日照溫差按JTGD60-2015規(guī)定的溫度場計(jì)算10風(fēng)荷載重慶地區(qū)100年一遇的基本風(fēng)壓為ω0=0.45kN/m211地震設(shè)防類別場地地震基本烈度為6°，設(shè)計(jì)基本地震加速度值為0.05g，按7°構(gòu)造設(shè)防。12設(shè)計(jì)基準(zhǔn)期100年13設(shè)計(jì)使用年限100年14設(shè)計(jì)安全等級一級15環(huán)境類別Ⅰ類16最大裂縫寬度Wmax=0.2mm17防洪標(biāo)準(zhǔn)防洪標(biāo)準(zhǔn)GB50201-201418設(shè)計(jì)洪水頻率100年（水位為204.22m）19可更換部件使用年限（欄桿、伸縮縫、支座等）15年2.3計(jì)算參數(shù)取值總體計(jì)算原則：結(jié)構(gòu)重要性系數(shù)：1.1材料力學(xué)性能指標(biāo)：梁體采用C40砼，彈模34500MPa，容重按26kN/m3考慮；主梁普通鋼筋均采用HRB400鋼筋，箍筋采用HRB400鋼筋。

表1-1.各項(xiàng)材料力學(xué)指標(biāo)混凝土標(biāo)號(hào)彈性模量（MPa）剪切模量（MPa）泊松比設(shè)計(jì)抗壓強(qiáng)度（MPa）設(shè)計(jì)抗拉強(qiáng)度（MPa）線膨脹系數(shù)容重（kN/m3）上部主梁C40345001380030.0000126橋墩C40325001300050.0000126橋面鋪裝———————24普通鋼筋種類抗拉強(qiáng)度標(biāo)準(zhǔn)值fsk（MPa）強(qiáng)度設(shè)計(jì)值（MPa）彈性模量（MPa）Es抗拉fsd抗壓fsd'HRB4004003303302.0×1052.4計(jì)算荷載恒載：一期恒載：鋼筋混凝土γ=26kN/m3；二期鋪裝：芝麻黑仿花崗石面透水磚鋪裝3cm，γ=25kN/m3；人行道欄桿1.0kN/m/側(cè)；花池及欄桿基礎(chǔ)：鋼筋混凝土γ=26kN/m3；種植土密度ρ=1200Kg*m3；砂墊層、管節(jié)包封、蓋板，混凝土γ=25kN/m3；污水管0.82kN/m，污水（滿流考慮）ρ=1000Kg*m3。收縮徐變：函數(shù)按JTGD60-2015規(guī)范取值，環(huán)境年平均相對濕度RH取80%。檢修荷載：按人群荷載考慮。體系溫度作用：整體升溫30度，整體降溫-20度。溫度梯度：梯度升溫25度~6.7度，6.7度~0度；梯度降溫-12.5度~-3.35度，3.,35度~0度。不均勻沉降：均不考慮沉降。2.5施工階段劃分表1-2施工順序表施工步驟施工內(nèi)容1施工主梁2施工橋面附屬3收縮徐變3650天3.主梁結(jié)構(gòu)安全性驗(yàn)算3.1計(jì)算軟件及計(jì)算模型計(jì)算分析軟件采用MidasCivil2019v2.1，結(jié)構(gòu)采用平面梁單元進(jìn)行模擬。模型中共有梁單元90個(gè)，節(jié)點(diǎn)99個(gè)。計(jì)算模型結(jié)果離散見下圖。模型圖3.2成橋內(nèi)力分析3.2.1成橋階段主梁恒載內(nèi)力圖成橋階段主梁恒載彎矩My圖（單位：kNm）成橋階段主梁恒載剪力Fz圖（單位：kN）3.2.2成橋階段主梁活載內(nèi)力圖活荷載作用下主梁彎矩My包絡(luò)圖（單位：kNm）活荷載作用下主梁剪力Fz包絡(luò)圖（單位：kN）

3.2.3支座反力標(biāo)準(zhǔn)組合下的支座反力（單位：kN）3.3主梁結(jié)構(gòu)安全性驗(yàn)算3.3.1荷載組合按《公路橋涵設(shè)計(jì)通用規(guī)范》(JTGD60-2015)的荷載組合原則進(jìn)行組合。3.3.2施工階段應(yīng)力驗(yàn)算進(jìn)行施工階段正截面法向應(yīng)力驗(yàn)算時(shí)，法向應(yīng)力可按照《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計(jì)規(guī)范（JTG3362-2018）》第7.2.4條進(jìn)行計(jì)算。按照《公橋規(guī)》第7.2.4條規(guī)定，鋼筋混凝土受彎構(gòu)件正截面應(yīng)力應(yīng)符合下列規(guī)定：1受壓區(qū)混凝土邊緣壓應(yīng)力σ2受拉鋼筋應(yīng)力σ按照《公橋規(guī)》第7.2.5條規(guī)定，鋼筋混凝土受彎構(gòu)件中性軸處的主拉應(yīng)力（剪應(yīng)力）σtp本橋施工時(shí)要求混凝土強(qiáng)度達(dá)到標(biāo)準(zhǔn)強(qiáng)度的100%，故壓應(yīng)力允許值0.80fck'=0.80×26.8Mpa=21.44Mpa，主拉應(yīng)力允許值ftk'＝施工階段混凝土正應(yīng)力驗(yàn)算施工階段混凝土主拉應(yīng)力驗(yàn)算施工階段受壓區(qū)混凝土邊緣最大壓應(yīng)力為6.0MPa<21.44MPa。施工階段主梁最大主拉應(yīng)力為1.4MPa<2.40MPa。由上圖可見，施工階段混凝土應(yīng)力滿足要求,但應(yīng)根據(jù)新《公橋規(guī)》第7.2.6的規(guī)定配置箍筋。3.3.2正常使用極限狀態(tài)裂縫寬度及撓度驗(yàn)算（1）《公橋規(guī)》第6.4.1規(guī)定：鋼筋混凝土構(gòu)件和B類預(yù)應(yīng)力混凝土構(gòu)件，在正常使用極限狀態(tài)下的裂縫寬度，應(yīng)按作用（或荷載）短期效應(yīng)組合并考慮長期效應(yīng)影響進(jìn)行驗(yàn)算。根據(jù)第6.4.2條，計(jì)算的最大裂縫寬度不應(yīng)超過0.20mm（I類和II類環(huán)境）。計(jì)算裂縫寬度見下表：單元位置頂/底組合名稱類型驗(yàn)算Sig_SS(N/mm^2)W_tk(mm)W_AC(mm)1I[2]底頻遇36MY-MAXOK000.21I[2]頂頻遇39MY-MINOK000.21J[3]底頻遇36MY-MAXOK000.21J[3]頂頻遇39MY-MINOK0.37260.00020.22I[3]頂頻遇37MY-MINOK0.37260.00020.22I[3]底頻遇38MY-MAXOK000.22J[32]頂頻遇37MY-MINOK000.22J[32]底頻遇38MY-MAXOK31.65740.0220.23I[32]頂頻遇37MY-MINOK000.23I[32]底頻遇38MY-MAXOK31.65740.0220.23J[4]頂頻遇37MY-MINOK000.23J[4]底頻遇38MY-MAXOK61.52270.04280.24I[4]頂頻遇37MY-MINOK000.24I[4]底頻遇38MY-MAXOK61.52270.04280.24J[33]頂頻遇37MY-MINOK000.24J[33]底頻遇38MY-MAXOK84.63840.05890.25I[33]頂頻遇37MY-MINOK000.25I[33]底頻遇38MY-MAXOK84.63840.05890.25J[34]頂頻遇37MY-MINOK000.25J[34]底頻遇38MY-MAXOK106.19380.07390.26I[34]頂頻遇37MY-MINOK000.26I[34]底頻遇38MY-MAXOK106.19380.07390.26J[35]頂頻遇37MY-MINOK000.26J[35]底頻遇38MY-MAXOK126.18860.08780.27I[35]頂頻遇37MY-MINOK000.27I[35]底頻遇38MY-MAXOK126.18860.08780.27J[36]頂頻遇37MY-MINOK000.27J[36]底頻遇38MY-MAXOK144.62310.10070.28I[36]頂頻遇37MY-MINOK000.28I[36]底頻遇38MY-MAXOK144.62310.10070.28J[37]頂頻遇37MY-MINOK000.28J[37]底頻遇38MY-MAXOK161.49720.11240.29I[37]頂頻遇37MY-MINOK000.29I[37]底頻遇38MY-MAXOK161.49720.11240.29J[38]頂頻遇37MY-MINOK000.29J[38]底頻遇38MY-MAXOK176.81080.12310.210I[38]頂頻遇37MY-MINOK000.210I[38]底頻遇38MY-MAXOK176.81080.12310.210J[39]頂頻遇37MY-MINOK000.210J[39]底頻遇38MY-MAXOK190.5640.13260.211I[39]頂頻遇37MY-MINOK000.211I[39]底頻遇38MY-MAXOK190.5640.13260.211J[5]頂頻遇37MY-MINOK000.211J[5]底頻遇38MY-MAXOK202.75670.14110.212I[5]頂頻遇37MY-MINOK000.212I[5]底頻遇38MY-MAXOK202.75670.14110.212J[40]頂頻遇37MY-MINOK000.212J[40]底頻遇38MY-MAXOK212.02590.14760.213I[40]頂頻遇37MY-MINOK000.213I[40]底頻遇38MY-MAXOK212.02590.14760.213J[6]頂頻遇37MY-MINOK000.213J[6]底頻遇38MY-MAXOK219.64210.15290.214I[6]頂頻遇37MY-MINOK000.214I[6]底頻遇38MY-MAXOK219.64210.15290.214J[41]頂頻遇37MY-MINOK000.214J[41]底頻遇38MY-MAXOK219.4880.15280.215I[41]頂頻遇37MY-MINOK000.215I[41]底頻遇38MY-MAXOK219.4880.15280.215J[42]頂頻遇37MY-MINOK000.215J[42]底頻遇38MY-MAXOK216.39530.15060.216I[42]頂頻遇37MY-MINOK000.216I[42]底頻遇38MY-MAXOK216.39530.15060.216J[95]頂頻遇37MY-MINOK000.216J[95]底頻遇38MY-MAXOK213.74690.14880.217I[43]頂頻遇37MY-MINOK000.217I[43]底頻遇38MY-MAXOK210.38450.14640.217J[44]頂頻遇37MY-MINOK000.217J[44]底頻遇38MY-MAXOK201.57910.14030.218I[44]頂頻遇37MY-MINOK000.218I[44]底頻遇38MY-MAXOK201.57910.14030.218J[45]頂頻遇37MY-MINOK000.218J[45]底頻遇38MY-MAXOK189.99960.13220.219I[45]頂頻遇37MY-MINOK000.219I[45]底頻遇38MY-MAXOK189.99960.13220.219J[7]頂頻遇37MY-MINOK000.219J[7]底頻遇38MY-MAXOK174.75320.12160.220I[7]頂頻遇37MY-MINOK000.220I[7]底頻遇38MY-MAXOK174.75320.12160.220J[46]頂頻遇37MY-MINOK000.220J[46]底頻遇38MY-MAXOK160.68690.11180.221I[46]頂頻遇37MY-MINOK000.221I[46]底頻遇38MY-MAXOK160.68690.11180.221J[8]頂頻遇37MY-MINOK000.221J[8]底頻遇38MY-MAXOK144.25670.10040.222I[8]頂頻遇37MY-MINOK000.222I[8]底頻遇38MY-MAXOK144.25670.10040.222J[47]頂頻遇37MY-MINOK9.5980.00750.222J[47]底頻遇38MY-MAXOK117.90080.08210.223I[47]頂頻遇37MY-MINOK9.5980.00750.223I[47]底頻遇38MY-MAXOK117.90080.08210.223J[9]頂頻遇37MY-MINOK33.47040.02620.223J[9]底頻遇38MY-MAXOK87.75340.06110.224I[9]頂頻遇37MY-MINOK33.47040.02620.224I[9]底頻遇38MY-MAXOK87.75340.06110.224J[48]頂頻遇37MY-MINOK44.2330.03460.224J[48]底頻遇38MY-MAXOK73.93130.05150.225I[48]頂頻遇37MY-MINOK44.2330.03460.225I[48]底頻遇38MY-MAXOK73.93130.05150.225J[94]頂頻遇37MY-MINOK60.28430.04720.225J[94]底頻遇38MY-MAXOK54.06410.03760.226I[49]頂頻遇37MY-MINOK87.33210.06830.226I[49]底頻遇38MY-MAXOK26.86980.01870.226J[93]頂頻遇37MY-MINOK112.84960.08830.226J[93]底頻遇38MY-MAXOK6.53120.00450.227I[50]頂頻遇37MY-MINOK75.29360.04770.227I[50]底頻遇38MY-MAXOK000.227J[51]頂頻遇37MY-MINOK100.06150.06340.227J[51]底頻遇38MY-MAXOK000.228I[51]頂頻遇37MY-MINOK100.06150.06340.228I[51]底頻遇38MY-MAXOK000.228J[52]頂頻遇37MY-MINOK126.54660.08020.228J[52]底頻遇38MY-MAXOK000.229I[52]頂頻遇37MY-MINOK126.54660.08020.229I[52]底頻遇38MY-MAXOK000.229J[10]頂頻遇37MY-MINOK155.12560.09830.229J[10]底頻遇38MY-MAXOK000.230I[10]底頻遇36MY-MAXOK000.230I[10]頂頻遇39MY-MINOK155.12560.09830.230J[53]底頻遇36MY-MAXOK000.230J[53]頂頻遇39MY-MINOK132.16090.08370.231I[53]底頻遇36MY-MAXOK000.231I[53]頂頻遇39MY-MINOK132.16090.08370.231J[54]底頻遇36MY-MAXOK000.231J[54]頂頻遇39MY-MINOK110.79870.07020.232I[54]底頻遇36MY-MAXOK000.232I[54]頂頻遇39MY-MINOK110.79870.07020.232J[55]底頻遇36MY-MAXOK000.232J[55]頂頻遇39MY-MINOK91.56040.0580.233I[55]底頻遇36MY-MAXOK000.233I[55]頂頻遇39MY-MINOK91.56040.0580.233J[96]底頻遇36MY-MAXOK000.233J[96]頂頻遇39MY-MINOK86.7510.0550.234I[56]底頻遇36MY-MAXOK11.49180.0080.234I[56]頂頻遇39MY-MINOK122.29160.09570.234J[57]底頻遇36MY-MAXOK36.26320.02520.234J[57]頂頻遇39MY-MINOK100.00180.07820.235I[57]底頻遇36MY-MAXOK36.26320.02520.235I[57]頂頻遇39MY-MINOK100.00180.07820.235J[11]底頻遇36MY-MAXOK59.7380.04160.235J[11]頂頻遇39MY-MINOK81.87110.06410.236I[11]底頻遇36MY-MAXOK59.7380.04160.236I[11]頂頻遇39MY-MINOK81.87110.06410.236J[58]底頻遇36MY-MAXOK81.9940.05710.236J[58]頂頻遇39MY-MINOK65.32440.05110.237I[58]底頻遇36MY-MAXOK81.9940.05710.237I[58]頂頻遇39MY-MINOK65.32440.05110.237J[59]底頻遇36MY-MAXOK101.62780.07070.237J[59]頂頻遇39MY-MINOK51.33830.04020.238I[59]底頻遇36MY-MAXOK101.62780.07070.238I[59]頂頻遇39MY-MINOK51.33830.04020.238J[60]底頻遇36MY-MAXOK118.5880.08250.238J[60]頂頻遇39MY-MINOK39.86420.03120.239I[60]底頻遇36MY-MAXOK118.5880.08250.239I[60]頂頻遇39MY-MINOK39.86420.03120.239J[61]底頻遇36MY-MAXOK132.84510.09250.239J[61]頂頻遇39MY-MINOK30.87350.02420.240I[61]底頻遇36MY-MAXOK132.84510.09250.240I[61]頂頻遇39MY-MINOK18.86420.0120.240J[62]底頻遇36MY-MAXOK144.29780.10040.240J[62]頂頻遇39MY-MINOK14.92510.00950.241I[62]底頻遇36MY-MAXOK144.29780.10040.241I[62]頂頻遇39MY-MINOK14.92510.00950.241J[12]底頻遇36MY-MAXOK150.66820.10490.241J[12]頂頻遇39MY-MINOK12.62680.0080.242I[12]底頻遇36MY-MAXOK150.66820.10490.242I[12]頂頻遇39MY-MINOK12.62680.0080.242J[63]底頻遇36MY-MAXOK152.48320.10610.242J[63]頂頻遇39MY-MINOK11.90060.00750.243I[63]底頻遇36MY-MAXOK152.48320.10610.243I[63]頂頻遇39MY-MINOK11.90060.00750.243J[13]底頻遇36MY-MAXOK149.75280.10420.243J[13]頂頻遇39MY-MINOK12.74650.00810.244I[13]底頻遇36MY-MAXOK149.75280.10420.244I[13]頂頻遇39MY-MINOK12.74650.00810.244J[64]底頻遇36MY-MAXOK141.90860.09880.244J[64]頂頻遇39MY-MINOK15.21480.00960.245I[64]底頻遇36MY-MAXOK141.90860.09880.245I[64]頂頻遇39MY-MINOK15.21480.00960.245J[65]底頻遇36MY-MAXOK131.16460.09130.245J[65]頂頻遇39MY-MINOK19.27770.01220.246I[65]底頻遇36MY-MAXOK131.16460.09130.246I[65]頂頻遇39MY-MINOK31.55030.02470.246J[66]底頻遇36MY-MAXOK117.61570.08190.246J[66]頂頻遇39MY-MINOK40.74310.03190.247I[66]底頻遇36MY-MAXOK117.61570.08190.247I[66]頂頻遇39MY-MINOK40.74310.03190.247J[67]底頻遇36MY-MAXOK101.36310.07050.247J[67]頂頻遇39MY-MINOK52.41910.0410.248I[67]底頻遇36MY-MAXOK101.36310.07050.248I[67]頂頻遇39MY-MINOK52.41910.0410.248J[68]底頻遇36MY-MAXOK82.43710.05740.248J[68]頂頻遇39MY-MINOK66.60690.05210.249I[68]底頻遇36MY-MAXOK82.43710.05740.249I[68]頂頻遇39MY-MINOK66.60690.05210.249J[14]底頻遇36MY-MAXOK59.2230.04120.249J[14]頂頻遇39MY-MINOK83.35620.06520.250I[14]底頻遇36MY-MAXOK59.2230.04120.250I[14]頂頻遇39MY-MINOK83.35620.06520.250J[69]頂頻遇37MY-MINOK101.77980.07960.250J[69]底頻遇38MY-MAXOK35.23730.02450.251I[69]頂頻遇37MY-MINOK101.77980.07960.251I[69]底頻遇38MY-MAXOK35.23730.02450.251J[70]頂頻遇37MY-MINOK124.22660.09720.251J[70]底頻遇38MY-MAXOK11.01260.00770.252I[70]頂頻遇37MY-MINOK124.22660.09720.252I[70]底頻遇38MY-MAXOK11.01260.00770.252J[97]頂頻遇37MY-MINOK143.64850.11240.252J[97]底頻遇38MY-MAXOK000.253I[71]底頻遇36MY-MAXOK000.253I[71]頂頻遇39MY-MINOK92.52850.05860.253J[72]底頻遇36MY-MAXOK000.253J[72]頂頻遇39MY-MINOK111.69770.07080.254I[72]底頻遇36MY-MAXOK000.254I[72]頂頻遇39MY-MINOK111.69770.07080.254J[73]底頻遇36MY-MAXOK000.254J[73]頂頻遇39MY-MINOK132.74970.08410.255I[73]底頻遇36MY-MAXOK000.255I[73]頂頻遇39MY-MINOK132.74970.08410.255J[15]底頻遇36MY-MAXOK000.255J[15]頂頻遇39MY-MINOK156.1390.09890.256I[15]底頻遇36MY-MAXOK000.256I[15]頂頻遇39MY-MINOK156.1390.09890.256J[74]底頻遇36MY-MAXOK000.256J[74]頂頻遇39MY-MINOK127.54510.08080.257I[74]底頻遇36MY-MAXOK000.257I[74]頂頻遇39MY-MINOK127.54510.08080.257J[75]底頻遇36MY-MAXOK000.257J[75]頂頻遇39MY-MINOK100.53670.06370.258I[75]底頻遇36MY-MAXOK000.258I[75]頂頻遇39MY-MINOK100.53670.06370.258J[76]底頻遇36MY-MAXOK000.258J[76]頂頻遇39MY-MINOK75.30.04770.259I[76]底頻遇36MY-MAXOK000.259I[76]頂頻遇39MY-MINOK75.30.04770.259J[98]底頻遇36MY-MAXOK6.00670.00420.259J[98]頂頻遇39MY-MINOK68.88670.04360.260I[77]底頻遇36MY-MAXOK27.00970.01880.260I[77]頂頻遇39MY-MINOK87.21620.06820.260J[99]底頻遇36MY-MAXOK54.87820.03820.260J[99]頂頻遇39MY-MINOK60.00970.0470.261I[78]底頻遇36MY-MAXOK75.2120.05230.261I[78]頂頻遇39MY-MINOK43.84220.03430.261J[16]底頻遇36MY-MAXOK88.9940.06190.261J[16]頂頻遇39MY-MINOK33.16070.02590.262I[16]底頻遇36MY-MAXOK88.9940.06190.262I[16]頂頻遇39MY-MINOK33.16070.02590.262J[79]頂頻遇37MY-MINOK9.34440.00730.262J[79]底頻遇38MY-MAXOK119.15770.08290.263I[79]頂頻遇37MY-MINOK9.34440.00730.263I[79]底頻遇38MY-MAXOK119.15770.08290.263J[17]頂頻遇37MY-MINOK000.263J[17]底頻遇38MY-MAXOK144.55370.10060.264I[17]頂頻遇37MY-MINOK000.264I[17]底頻遇38MY-MAXOK144.55370.10060.264J[80]頂頻遇37MY-MINOK000.264J[80]底頻遇38MY-MAXOK160.95440.1120.265I[80]頂頻遇37MY-MINOK000.265I[80]底頻遇38MY-MAXOK160.95440.1120.265J[18]頂頻遇37MY-MINOK000.265J[18]底頻遇38MY-MAXOK174.99110.12180.266I[18]頂頻遇37MY-MINOK000.266I[18]底頻遇38MY-MAXOK174.99110.12180.266J[81]頂頻遇37MY-MINOK000.266J[81]底頻遇38MY-MAXOK189.70210.1320.267I[81]頂頻遇37MY-MINOK000.267I[81]底頻遇38MY-MAXOK189.70210.1320.267J[82]頂頻遇37MY-MINOK000.267J[82]底頻遇38MY-MAXOK201.63890.14030.268I[82]頂頻遇37MY-MINOK000.268I[82]底頻遇38MY-MAXOK201.63890.14030.268J[83]頂頻遇37MY-MINOK000.268J[83]底頻遇38MY-MAXOK210.80170.14670.269I[83]頂頻遇37MY-MINOK000.269I[83]底頻遇38MY-MAXOK210.80170.146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