橫一路1號(hào)橋墩蓋梁計(jì)算書(shū)

橫一路1號(hào)橋墩蓋梁計(jì)算書(shū)(2014年5月12日10點(diǎn)26分計(jì)算)設(shè)計(jì)者復(fù)核者審核者注：工程文件名:F:\我的\我的工作\2014省委\設(shè)計(jì)成果\橋梁通文件\橫一路.qlt。原始數(shù)據(jù)表單位:kN-m制正常使用裂縫寬度計(jì)算橫分系數(shù)裂縫寬度限值mm掛車(chē)控制裂縫mm不計(jì)沖擊力10.1600.160注：橫分系數(shù)0指“杠桿法過(guò)渡偏心受壓法”，1指“左右偏載按偏壓法，對(duì)稱(chēng)按杠桿法”，2指“完全杠桿法”。車(chē)道荷載車(chē)輛荷載人群集度車(chē)道數(shù)車(chē)道荷載提高系數(shù)城-B級(jí)城-B級(jí)3.50040.000注：重要性系數(shù)為1.1。車(chē)道荷載數(shù)據(jù)道車(chē)荷載的均布荷載雙孔加載的集中荷載左孔加載的集中荷載右孔加載的集中荷載25.000130.000130.000130.000注：集中荷載Pk已經(jīng)乘以1.2系數(shù)，使得豎直力效應(yīng)最大。車(chē)道輪距離護(hù)輪帶橫向輪軸數(shù)1~2輪距2車(chē)橫向間距0.60021.801.30車(chē)輛荷載數(shù)據(jù)車(chē)輛輪軸數(shù)1~2輪距2~3輪距33.601.20輪重合計(jì)第1輪重第2輪重第3輪重300.060.0120.0120.00車(chē)輛輪距離護(hù)輪帶橫向輪軸數(shù)1~2輪距0.60021.80雙孔、左孔、右孔分別加載時(shí)對(duì)應(yīng)的沖擊系數(shù)布載方式雙孔布載左孔布載右孔布載沖擊系數(shù)0.2500右偏角(度)橋面凈寬左護(hù)欄寬左人行寬左隔離柵寬右隔離柵寬右人行寬右護(hù)欄寬100.0014.000.000005.000.000.005.000.00000左右支座梁板數(shù)中距1~22~33~44~55~66~77~88~99~1010~1111~1212~1313~1414~1515~1616~1717~1818~19對(duì)稱(chēng)191.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.25恒載反力梁(板)編號(hào)1號(hào)2號(hào)3號(hào)4號(hào)5號(hào)6號(hào)7號(hào)8號(hào)9號(hào)10號(hào)11號(hào)12號(hào)13號(hào)14號(hào)15號(hào)16號(hào)17號(hào)18號(hào)19號(hào)合計(jì)左孔支反力240.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0240.03744.0右孔支反力240.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0192.0240.03744.0合計(jì)480.0384.0384.0384.0384.0384.0384.0384.0384.0384.0384.0384.0384.0384.0384.0384.0384.0384.0480.07488.0梁(板)編號(hào)標(biāo)準(zhǔn)跨徑計(jì)算跨徑支座與墩中心距離支座與梁端接縫中心距離左孔數(shù)據(jù)16.0015.700.300.30右孔數(shù)據(jù)16.0015.700.300.301號(hào)邊梁與橋面護(hù)欄外側(cè)垂直距離1號(hào)邊梁與蓋梁端垂直距離0.750.94裂縫C3值拉筋重心距壓筋重心距上通筋數(shù)下通筋數(shù)支點(diǎn)彎矩削峰自動(dòng)計(jì)算0.050.05440.85混凝土等級(jí)主筋種類(lèi)主筋直徑mm側(cè)筋種類(lèi)側(cè)筋直徑mm箍筋種類(lèi)箍筋直徑mmC30HRB335鋼筋25HRB335鋼筋12HRB335鋼筋12斜筋計(jì)算方式側(cè)面筋間距反算箍筋間距由砼和箍筋共同承擔(dān)分配系數(shù)給定砼和箍筋共同承擔(dān)分配系數(shù)計(jì)算斜筋根數(shù)0.000.60擋塊設(shè)置順橋擋塊蓋梁擋塊寬度擋塊高度左擋塊距梁端右擋塊距梁端不設(shè)置不齊平0.000.000.000.00蓋梁懸距變高懸長(zhǎng)蓋梁寬度2.200.001.70蓋梁截面蓋梁端高蓋梁高度矩形截面1.301.30墩身截面形狀墩柱高柱直徑順橋尺寸橫橋尺寸柱數(shù)柱距1~2柱距2~3柱距3~4柱距4~5圓形截面5.001.2055.085.085.085.08蓋梁計(jì)算方式基礎(chǔ)類(lèi)型墩臺(tái)身混凝土等級(jí)按線剛比判斷擴(kuò)大基礎(chǔ)C25蓋梁計(jì)算跨徑m立柱計(jì)算高度m蓋梁線剛度Mpa*m4/m立柱線剛度蓋梁與立柱線剛度比4.735.001972.15570.013.46注：蓋梁與立柱線剛度比小于或等于5，按剛架計(jì)算蓋梁?；钶d支反力表(表1)內(nèi)容布載方式左支反力右支反力總軸重沖擊系數(shù)車(chē)列走向重軸距原點(diǎn)重車(chē)輪重人群/每米雙孔加載28.528.50.00.000000.000左孔加載28.50.00.00.000000.000右孔加載0.028.50.00.000000.000車(chē)輛荷載雙孔加載235.447.4300.00.2500-114.80300左孔加載278.20.0300.00.2500116.00300右孔加載0.0278.2300.00.2500-116.00300一列車(chē)道荷載雙孔加載203.8336.30.2500左孔加載336.30.00.2500右孔加載0.0336.30.2500注：1、“人群/每米”指橫向1米寬度的支反力，不是總寬度對(duì)應(yīng)的支反力。2、“車(chē)列走向”為0指無(wú)汽車(chē)，-1指汽車(chē)從左向右行駛，1指從右向左行駛。3、“總軸重”指一聯(lián)加載長(zhǎng)度內(nèi)(雙孔或左孔或右孔加載)的輪軸總重。計(jì)算水平制動(dòng)力使用。4、“左、右支反力”未計(jì)入汽車(chē)沖擊力的作用。5、車(chē)道荷載均布荷載為25kN/m，集中荷載為：雙孔加載130kN，左孔加載130kN，右孔加載130kN?；钶d反力和沖擊系數(shù)表(表2)人群kN/m車(chē)輛荷載采用值雙孔車(chē)道雙孔沖擊左孔車(chē)道左孔沖擊右孔車(chē)道右孔沖擊57.1353.5675.2675.20.250420.40.250420.40.250注：1、線荷載為55.25kN/m，指蓋梁的總重量除以蓋梁長(zhǎng)度得到的每延米重量。2、雙孔車(chē)道、左孔車(chē)道、右孔車(chē)道均指一列車(chē)道荷載作用，支反力已計(jì)沖擊系數(shù)。雙孔控制。3、車(chē)輛荷載已計(jì)沖擊系數(shù)。梁(板)橫向分配系數(shù)表(表3)梁(板)編號(hào)12345678910111213141516171819合計(jì)人群向左偏0.8630.7960.7300.6630.5960.5300.4630.3960.3300.2630.1960.1300.063-0.004-0.070-0.137-0.204-0.270-0.3375.000向右偏-0.337-0.270-0.204-0.137-0.070-0.0040.0630.1300.1960.2630.3300.3960.4630.5300.5960.6630.7300.7960.8635.000對(duì)稱(chēng)1.6001.0251.2501.0250.1000.0000.0000.0000.0000.0000.0000.0000.0000.0000.1001.0251.2501.0251.60010.000不用0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000車(chē)輛荷載向左偏0.1220.1140.1070.0990.0910.0840.0760.0680.0600.0530.0450.0370.0290.0220.0140.006-0.001-0.009-0.0171.000向右偏-0.017-0.009-0.0010.0060.0140.0220.0290.0370.0450.0530.0600.0680.0760.0840.0910.0990.1070.1140.1221.000對(duì)稱(chēng)0.0000.0000.0000.0000.0000.0000.0000.0000.3600.2800.3600.0000.0000.0000.0000.0000.0000.0000.0001.000不用0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000一列車(chē)道向左偏0.1220.1140.1070.0990.0910.0840.0760.0680.0600.0530.0450.0370.0290.0220.0140.006-0.001-0.009-0.0171.000向右偏-0.017-0.009-0.0010.0060.0140.0220.0290.0370.0450.0530.0600.0680.0760.0840.0910.0990.1070.1140.1221.000對(duì)稱(chēng)0.0000.0000.0000.0000.0000.0000.0000.0000.3600.2800.3600.0000.0000.0000.0000.0000.0000.0000.0001.000不用0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000二列車(chē)道向左偏0.2050.1940.1830.1720.1610.1500.1390.1270.1160.1050.0940.0830.0720.0610.0500.0390.0280.0170.0052.000向右偏0.0050.0170.0280.0390.0500.0610.0720.0830.0940.1050.1160.1270.1390.1500.1610.1720.1830.1940.2052.000對(duì)稱(chēng)0.0000.0000.0000.0000.0000.0000.0000.4800.2800.4800.2800.4800.0000.0000.0000.0000.0000.0000.0002.000不用0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000三列車(chē)道向左偏0.1990.1910.1830.1750.1670.1590.1510.1420.1340.1260.1180.1100.1020.0940.0860.0780.0700.0620.0542.400向右偏0.0540.0620.0700.0780.0860.0940.1020.1100.1180.1260.1340.1420.1510.1590.1670.1750.1830.1910.1992.400對(duì)稱(chēng)0.0000.0000.0000.0000.0000.0800.3200.3040.3840.2240.3840.3040.3200.0800.0000.0000.0000.0000.0002.400不用0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000四列車(chē)道向左偏0.1700.1670.1630.1600.1570.1540.1510.1470.1440.1410.1380.1350.1310.1280.1250.1220.1190.1150.1122.680向右偏0.1120.1150.1190.1220.1250.1280.1310.1350.1380.1410.1440.1470.1510.1540.1570.1600.1630.1670.1702.680對(duì)稱(chēng)0.0000.0000.0000.0000.1470.1880.3350.3220.1880.3220.1880.3220.3350.1880.1470.0000.0000.0000.0002.680不用0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000注：1、表中橫向分配系數(shù)采用“左右偏載按偏心受壓法，對(duì)稱(chēng)布載按杠桿法”。即偏心布載(向左偏或向右偏)時(shí)采用偏心受壓法，對(duì)稱(chēng)布載時(shí)采用杠桿法(對(duì)稱(chēng)布載指行車(chē)道對(duì)稱(chēng)布載)，取左偏、右偏、對(duì)稱(chēng)三種情況最大的橫向分配系數(shù)控制計(jì)算。2、計(jì)算梁板橫向分配系數(shù)方法有：(1)“杠桿法(支點(diǎn))過(guò)渡到偏心受壓法(1/4跨)”；(2)“左右偏載按偏心受壓法，對(duì)稱(chēng)布載按杠桿法”；(3)“完全杠桿法和偏心受壓法”。推薦采用“杠桿法(支點(diǎn))過(guò)渡到偏心受壓法(1/4跨)”，進(jìn)入《蓋梁材料》數(shù)據(jù)輸入窗體可改變輸入。3、汽車(chē)(車(chē)道)布載兩列及以上時(shí)橫向分配系數(shù)值已經(jīng)計(jì)入車(chē)列數(shù)和橫向折減系數(shù)。4、人群橫向分配系數(shù)已計(jì)入人行道寬度左、右人行道寬度5m、5m。汽車(chē)橫向折減系數(shù)表(表3_1)車(chē)隊(duì)數(shù)1道車(chē)2道車(chē)3道車(chē)4道車(chē)折減系數(shù)1.0001.0000.8000.670活載引起梁(板)支反力表(表4)梁(板)編號(hào)12345678910111213141516171819合計(jì)人群向左偏49.345.541.737.834.030.226.422.618.815.011.27.43.6-0.2-4.0-7.8-11.6-15.4-19.2285.4向右偏-19.2-15.4-11.6-7.8-4.0-0.23.67.411.215.018.822.626.430.234.037.841.745.549.3285.4對(duì)稱(chēng)91.358.571.358.55.70.00.00.00.00.00.00.00.00.05.758.571.358.591.3570.7不用0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0車(chē)輛荷載向左偏43.240.437.735.032.229.526.824.121.318.615.913.110.47.75.02.2-0.5-3.2-6.0353.5向右偏-6.0-3.2-0.52.25.07.710.413.115.918.621.324.126.829.532.235.037.740.443.2353.5對(duì)稱(chēng)0.00.00.00.00.00.00.00.0127.399.0127.30.00.00.00.00.00.00.00.0353.5不用0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0一列車(chē)道向左偏82.477.272.066.861.656.451.246.040.735.530.325.119.914.79.54.3-0.9-6.2-11.4675.2向右偏-11.4-6.2-0.94.39.514.719.925.130.335.540.746.051.256.461.666.872.077.282.4675.2對(duì)稱(chēng)0.00.00.00.00.00.00.00.0243.1189.0243.10.00.00.00.00.00.00.00.0675.2不用0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0二列車(chē)道向左偏138.4131.0123.5116.0108.5101.093.586.078.671.163.656.148.641.133.626.218.711.23.71350.3向右偏3.711.218.726.233.641.148.656.163.671.178.686.093.5101.0108.5116.0123.5131.0138.41350.3對(duì)稱(chēng)0.00.00.00.00.00.00.0324.1189.0324.1189.0324.10.00.00.00.00.00.00.01350.3不用0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0三列車(chē)道向左偏134.4128.9123.5118.0112.6107.1101.796.290.785.379.874.468.963.558.052.547.141.636.21620.4向右偏36.241.647.152.558.063.568.974.479.885.390.796.2101.7107.1112.6118.0123.5128.9134.41620.4對(duì)稱(chēng)0.00.00.00.00.054.0216.1205.2259.3151.2259.3205.2216.154.00.00.00.00.00.01620.4不用0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0四列車(chē)道向左偏114.7112.5110.3108.2106.0103.9101.799.697.495.293.190.988.886.684.482.380.178.075.81809.4向右偏75.878.080.182.384.486.688.890.993.195.297.499.6101.7103.9106.0108.2110.3112.5114.71809.4對(duì)稱(chēng)0.00.00.00.099.5126.7226.2217.1126.7217.1126.7217.1226.2126.799.50.00.00.00.01809.4不用0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0注：1、荷載組合按左偏、右偏、對(duì)稱(chēng)三種情況取最大的支反力控制計(jì)算。上部梁(板)恒載作用截面內(nèi)力表(表5)梁(板)作用截面12345678910111213141516171819座標(biāo)X(cm)9522234947660373085798311101237136414911618174518721999212622532380左彎矩(kN-m)0-600128368121-593131367115-597128367118-586133364108-6090右彎矩(kN-m)0-600128368121-593131367115-597128367118-586133364108-6090左剪力(kN)0957573189-195954570186-198956572188-196950566182-202864480右剪力(kN)-480573189-195-579570186-198-582572188-196-580566182-202-5864800樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊座標(biāo)X(cm)17222026847468072877698211881236128414901695174317911997220322512299左彎矩(kN-m)-371-602-334365-327-605-328364-335-614-332364-331-609-323361-344-626-387右彎矩(kN-m)-371-615-334365-327-608-328364-335-613-332364-331-601-323361-344-623-387左剪力(kN)-480-480573189-579-579570186-582-582572188-580-580566182-586-586480右剪力(kN)-480957573189-579954570186-582956572188-580950566182-586864480注：1、耳墻、背墻、蓋梁比重均按25kN/m3取用。蓋梁自重作用截面內(nèi)力表(表6)梁(板)作用截面12345678910111213141516171819座標(biāo)X(cm)9522234947660373085798311101237136414911618174518721999212622532380左彎矩(kN-m)-25-125115715-115176014-117166015-11317578-132-23右彎矩(kN-m)-25-125115715-115176014-117166015-11317578-132-23左剪力(kN)-52142722-6913969-1-7114070-1-7113767-3-7312151右剪力(kN)-52142722-6913969-1-7114070-1-7113767-3-7312151樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊座標(biāo)X(cm)17222026847468072877698211881236128414901695174317911997220322512299左彎矩(kN-m)-82-134-6557-55-115-5760-58-119-5860-57-117-5557-65-127-82右彎矩(kN-m)-82-127-6557-55-117-5760-58-119-5860-57-115-5557-65-134-82左剪力(kN)-95-1221162-111-1381130-114-1411140-113-140111-2-116-14395右剪力(kN)-951431162-1111401130-1141411140-113138111-2-11612295注：1、耳墻、背墻、蓋梁比重均按25kN/m3取用。柱頂最大反力表(表7)--按剛架計(jì)算內(nèi)容1號(hào)柱2號(hào)柱3號(hào)柱4號(hào)柱5號(hào)柱累計(jì)上部梁板1437.21532.81537.91530.51449.67488.0蓋梁自重264.4277.8281.2277.8264.41365.4人群240.5121.760.3121.0242.1車(chē)輛荷載139.0118.7290.7118.3140.1車(chē)道荷載450.7516.1939.1519.8454.4耳墻0.00.00.00.00.00.0指定位置恒載0.00.00.00.00.00.0合計(jì)2392.82448.32818.52449.12410.5注：1、合計(jì)值以“恒載+車(chē)道荷載+人群”與“恒載+1輛車(chē)輛荷載+人群”取大值。單位kN。2、柱頂反力值與“蓋梁橫向分配系數(shù)選用”有關(guān)，活載計(jì)算是將車(chē)輪荷載經(jīng)橫向分配傳遞給梁板，再由梁板傳遞給蓋梁，蓋梁視作雙懸臂剛架結(jié)構(gòu)，計(jì)算得到柱頂反力。3、“蓋梁計(jì)算”與“樁柱計(jì)算”因計(jì)算方法不同，得到的柱頂反力有所差別。后者活載計(jì)算是將梁板和蓋梁視作雙懸臂多跨連續(xù)梁，計(jì)算得到柱頂反力，計(jì)算過(guò)程和結(jié)果見(jiàn)樁柱式橋墩(臺(tái))計(jì)算書(shū)。單項(xiàng)荷載左截面彎矩表(表10-1)梁(板)作用截面12345678910111213141516171819X(cm)9522234947660373085798311101237136414911618174518721999212622532380恒載-25-724138425135-708147426129-714144427133-699150421117-741-23人群最大021275215-262294102252165024240最小0-88-1-8-5-44-14-8-2-26-2-8-14-52-5-80-1160車(chē)輛荷載最大04133513-1472766-2768286-1014351180最小0-57-2-8-14-51-12122-53312-13-47-14-8-2-550車(chē)道荷載最大01446119430134271127013127212804711840140最小0-187-19-42-65-271-2300-34500-25-169-65-42-19-1760樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊X(cm)17222026847468072877698211881236128414901695174317911997220322512299恒載-453-736-398422-382-720-385423-393-733-390424-387-726-378419-409-752-469人群最大1524135103022242210-3050132215最小-71-114-46-8-33-54-26-8-13-27-13-8-26-45-32-8-47-92-74車(chē)輛荷載最大57335-7-11-727-8-28-828-7-14-735345最小-33-54-32-8-25-49-3712-16-55-1612-38-53-25-8-33-60-35車(chē)道荷載最大91461180002670002700001176149最小-107-174-102-42-91-174-1510-176-353-1760-152-278-90-42-105-194-112注：?jiǎn)挝唬簁N-m。單項(xiàng)荷載右截面彎矩表(表10-2)梁(板)作用截面12345678910111213141516171819X(cm)9522234947660373085798311101237136414911618174518721999212622532380恒載-25-724138425135-708147426129-714144427133-699150421117-741-23人群最大021275215-262294102252165024240最小0-88-1-8-5-44-14-8-2-26-2-8-14-52-5-80-1160車(chē)輛荷載最大04133513-1472766-2768286-1014351180最小0-57-2-8-14-51-12122-53312-13-47-14-8-2-550車(chē)道荷載最大01446119430134271127013127212804711840140最小0-187-19-42-65-271-2300-34500-25-169-65-42-19-1760樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊X(cm)17222026847468072877698211881236128414901695174317911997220322512299恒載-453-742-398422-382-725-385423-393-732-390424-387-716-378419-409-757-469人群最大152113510-30222422102050132515最小-71-90-46-8-33-45-26-8-13-27-13-8-26-53-32-8-47-118-74車(chē)輛荷載最大54335-7-14-727-8-28-828-7-11-735385最小-33-59-32-8-25-52-3712-16-56-1612-38-48-25-8-33-56-35車(chē)道荷載最大91461180002670002700001176159最小-107-192-102-42-91-277-1510-176-353-1760-152-173-90-42-105-180-112注：?jiǎn)挝唬簁N-m。單項(xiàng)荷載左截面剪力表(表11-1)梁(板)作用截面12345678910111213141516171819X(cm)9522234947660373085798311101237136414911618174518721999212622532380恒載-521099645191-2631093639185-2691096641187-2671087633179-275985531人群最大014991202693913543289-2815138615091最小0-33-17-6-39552-10-5-5-5-13-6-6-2-21-35-19車(chē)輛荷載最大0965518-3694031311949511-678481658443最小0-5-5-5-1723165-114224-32-32553-19-9-6車(chē)道荷載最大03121815894253122035962936314002761695721269138最小0-20-20-20-60000-14500-61-20800-10-62-18-11樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊X(cm)17222026847468072877698211881236128414901695174317911997220322512299恒載-575-602689192-690-717683186-696-723686188-694-720678180-702-728575人群最大1919912066391355289-5-55138171791最小-91-91-17-6-52-5252-29-29-5-5-40-40-6-2-92-92-19車(chē)輛荷載最大665518-5-54031-24-249511-16-1648165543最小-43-43-5-5-50-50165-96-9624-32-40-4053-56-56-6車(chē)道荷載最大111118158003122030036314000169572121138最小-138-138-20-20-173-17300-368-3680-61-317-3170-10-185-185-11注：?jiǎn)挝唬簁N-m。單項(xiàng)荷載右截面剪力表(表11-2)梁(板)作用截面12345678910111213141516171819X(cm)9522234947660373085798311101237136414911618174518721999212622532380恒載-532715261-193-647709255-199-653712257-197-651703249-205-65960151人群最大19912026391355289-2-55138617910最小-91-17-6-39-5252-10-29-5-5-13-40-6-2-21-92-190車(chē)輛荷載最大65518-3-5403131-249511-6-16481655430最小-43-5-5-17-50165-11-9624-32-32-4053-19-56-60車(chē)道荷載最大111815890312203590363140001695721211380最小-138-20-20-60-17300-145-3680-61-208-3170-10-62-185-110樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊X(cm)17222026847468072877698211881236128414901695174317911997220322512299恒載-5751100689192-6901094683186-6961096686188-6941088678180-702986575人群最大1914991206693913543289-58151381715091最小-91-33-17-6-52552-29-5-5-5-40-6-6-2-92-35-19車(chē)輛荷載最大6965518-5694031-241949511-1678481658443最小-43-5-5-5-5023165-964224-32-40553-56-9-6車(chē)道荷載最大11312181580425312203062936314002761695721269138最小-138-20-20-20-173000-36800-61-31700-10-185-18-11注：?jiǎn)挝唬簁N-m。內(nèi)力合計(jì)表(表13)-未計(jì)入荷載安全系數(shù)梁(板)作用截面12345678910111213141516171819座標(biāo)(cm)9522234947660373085798311101237136414911618174518721999212622532380左截面車(chē)道最大彎矩-25-690211596193-710287719265-710285721265-696212590180-703-23車(chē)輛最大彎矩-25-721151460148-722154454195-741213455138-709164456128-734-23對(duì)應(yīng)剪力-521046917268-3401098976401-2201091852313-3571081847273-358933622車(chē)道最小彎矩-25-99911937565-1023111419127-108514341994-9198037297-1033-23車(chē)輛最小彎矩-25-782136417121-759135439131-767147439120-746136413115-796-23對(duì)應(yīng)剪力-521560636167-2791529702189-2651653637183-3331407645195-2791404622右截面車(chē)道最大彎矩-25-690211596193-710287719265-710285721265-696212590180-703-23車(chē)輛最大彎矩-25-721151460148-722154454195-741213455138-709164456128-734-23對(duì)應(yīng)剪力-624677338-293-866715340-330-866707206-418-994697321-287-93657051車(chē)道最小彎矩-25-99911937565-1023111419127-108514341994-9198037297-1033-23車(chē)輛最小彎矩-25-782136417121-759135439131-767147439120-746136413115-796-23對(duì)應(yīng)剪力-624987264-209-6591060318-195-6491103253-201-717916265-181-65183151左截面最大剪力-521495877260-2541557973405-19318341058333-2681409831257-2511338720對(duì)應(yīng)彎矩-25-960197563135-978276712293-1006299665135-895205567105-982-23最小剪力-521060615167-3461096641186-4211093639108-4931084630168-348948509對(duì)應(yīng)彎矩-25-699126383179-719140430175-712143495134-697147410168-713-23右截面最大剪力-510947330-184-6441043475-123-6511128404-198-653901327-181-62979051對(duì)應(yīng)彎矩-25-960189412132-1004153493128-1089197431125-895197379105-982-23最小剪力-722685237-275-850712256-350-1076709178-422-991700239-278-89657951對(duì)應(yīng)彎矩-25-699126573186-719150665275-712313715256-697152565168-713-23樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊座標(biāo)(cm)17222026847468072877698211881236128414901695174317911997220322512299左截面車(chē)道最大彎矩-430-697-379591-383-717-385712-391-729-388716-387-729-379585-390-717-444車(chē)輛最大彎矩-449-728-395457-389-730-392450-401-761-398452-394-741-385453-406-749-464對(duì)應(yīng)剪力-545-571670269-684-710689402-692-718681314-699-726672274-683-690545車(chē)道最小彎矩-631-1024-547372-506-948-562416-582-1113-579416-565-1049-500369-562-1038-654車(chē)輛最小彎矩-487-790-430414-407-769-422436-409-788-406436-425-779-403411-442-812-503對(duì)應(yīng)剪力-805-831961168-908-934926190-1093-11201066184-941-1077890196-979-1006805右截面車(chē)道最大彎矩-430-706-379591-383-728-385712-391-728-388716-387-714-379585-390-718-444車(chē)輛最大彎矩-449-738-395457-389-740-392450-401-759-398452-394-727-385453-406-750-464對(duì)應(yīng)剪力-5451047670269-6841099689402-6921092681314-6991082672274-683934545車(chē)道最小彎矩-631-1024-547372-506-1047-562416-582-1112-579416-565-942-500369-562-1056-654車(chē)輛最小彎矩-487-801-430414-407-777-422436-409-787-406436-425-765-403411-442-814-503對(duì)應(yīng)剪力-8051561961168-9081530926190-109316541066184-9411408890196-9791405805左截面最大剪力-553-580921260-687-7131018406-694-7201103334-696-723875258-671-698765對(duì)應(yīng)彎矩-436-708-527559-382-718-525706-392-731-571660-397-737-483563-398-726-621最小剪力-765-791659168-892-919686187-1118-1145683109-1033-1060674169-938-965553對(duì)應(yīng)彎矩-600-973-387380-488-922-395427-573-1116-389494-527-1029-379407-541-998-451右截面最大剪力-5531496921260-68715581018406-69418351103334-6961410875258-6711339765對(duì)應(yīng)彎矩-436-984-527559-382-1003-525706-392-1036-571660-397-917-483563-398-1004-621最小剪力-7651061659168-8921096686187-11181094683109-10331085674169-938949553對(duì)應(yīng)彎矩-600-716-387380-488-736-395427-573-729-389494-527-715-379407-541-729-451注：1、表中數(shù)據(jù)用于裂縫計(jì)算。單位：kN-m制。內(nèi)力合計(jì)表(表13_1)-作用短期效應(yīng)組合梁(板)作用截面12345678910111213141516171819座標(biāo)(cm)9522234947660373085798311101237136414911618174518721999212622532380左截面車(chē)道最大彎矩-25-696191543174-710228600209-710227601209-696192538163-709-23車(chē)輛最大彎矩-25-702173496158-718157463175-725192464141-702174491147-713-23對(duì)應(yīng)剪力-521055837242-3141098845311-2461091772262-3231081776248-330940622車(chē)道最小彎矩-25-91712739393-904121419127-933143419105-845108390106-956-23車(chē)輛最小彎矩-25-845136413122-781127426128-770144426112-777137409115-888-23對(duì)應(yīng)剪力-521423632175-2711367676189-2651427637183-3061285637187-2751285622右截面車(chē)道最大彎矩-25-696191543174-710228600209-710227601209-696192538163-709-23車(chē)輛最大彎矩-25-702173496158-718157463175-725192464141-702174491147-713-23對(duì)應(yīng)剪力-624686313-266-793715308-277-785707233-326-860697297-260-85557551車(chē)道最小彎矩-25-91712739393-904121419127-933143419105-845108390106-956-23車(chē)輛最小彎矩-25-845136413122-781127426128-770144426112-777137409115-888-23對(duì)應(yīng)剪力-624907260-201-651923292-195-649943253-201-690841257-189-64777051樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊座標(biāo)(cm)17222026847468072877698211881236128414901695174317911997220322512299左截面車(chē)道最大彎矩-434-704-382539-383-717-385595-391-729-388597-387-729-379534-393-723-448車(chē)輛最大彎矩-436-708-384493-386-723-389460-396-745-393461-391-737-383488-394-729-450對(duì)應(yīng)剪力-550-576671243-684-710689312-692-718681263-699-726672249-683-699550車(chē)道最小彎矩-584-947-502391-466-872-495416-504-958-502416-498-927-461387-516-953-605車(chē)輛最小彎矩-543-881-462410-429-801-431422-415-791-412423-434-801-424406-475-878-562對(duì)應(yīng)剪力-744-771882176-832-858836190-931-958906184-850-937816188-898-924744右截面車(chē)道最大彎矩-434-713-382539-383-728-385595-391-728-388597-387-714-379534-393-724-448車(chē)輛最大彎矩-436-718-384493-386-736-389460-396-743-393461-391-720-383488-394-728-450對(duì)應(yīng)剪力-5501056671243-6841099689312-6921092681263-6991082672249-683941550車(chē)道最小彎矩-584-939-502391-466-926-495416-504-956-502416-498-866-461387-516-977-605車(chē)輛最小彎矩-543-865-462410-429-799-431422-415-790-412423-434-796-424406-475-907-562對(duì)應(yīng)剪力-7441424882176-8321368836190-9311428906184-8501286816188-8981286744注：1、短期效應(yīng)組合用于裂縫計(jì)算。頻遇值系數(shù)：汽車(chē)荷載0.7，人群荷載1。2、車(chē)道荷載或車(chē)輛荷載未計(jì)入沖擊力。內(nèi)力合計(jì)表(表13_2)-作用長(zhǎng)期效應(yīng)組合梁(板)作用截面12345678910111213141516171819座標(biāo)(cm)9522234947660373085798311101237136414911618174518721999212622532380左截面車(chē)道最大彎矩-25-712164484155-709192522173-713190523175-698171479139-727-23車(chē)輛最大彎矩-25-715153457145-713152444154-721170444136-701161453130-729-23對(duì)應(yīng)剪力-521079739217-2891095750255-2551094711228-2971085706212-303965567車(chē)道最小彎矩-25-819132408112-812135423128-835144424119-773127405111-844-23車(chē)輛最小彎矩-25-778137419129-742138427129-741145428123-735143416116-805-23對(duì)應(yīng)剪力-521259641183-2681238660187-2681278640185-2881193637184-2761131567右截面車(chē)道最大彎矩-25-712164484155-709192522173-713190523175-698171479139-727-23車(chē)輛最大彎矩-25-715153457145-713152444154-721170444136-701161453130-729-23對(duì)應(yīng)剪力-569702287-228-722711283-242-724710242-268-764701273-233-75558951車(chē)道最小彎矩-25-819132408112-812135423128-835144424119-773127405111-844-23車(chē)輛最小彎矩-25-778137419129-742138427129-741145428123-735143416116-805-23對(duì)應(yīng)剪力-569809261-198-651825276-197-652839256-199-672775254-197-65568251樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊座標(biāo)(cm)17222026847468072877698211881236128414901695174317911997220322512299左截面車(chē)道最大彎矩-445-722-391480-382-719-385518-392-732-389519-387-727-378476-402-739-460車(chē)輛最大彎矩-446-724-392454-385-722-387441-395-741-392441-389-732-381450-403-743-461對(duì)應(yīng)剪力-564-590682218-688-714686256-694-721684229-696-722675213-694-715564車(chē)道最小彎矩-516-837-450405-424-797-444420-454-857-452421-446-833-420402-462-851-534車(chē)輛最小彎矩-492-799-427416-403-757-407424-403-762-400425-409-761-399413-439-808-509對(duì)應(yīng)剪力-656-683784183-763-790764187-825-852809186-776-837749185-798-824656右截面車(chē)道最大彎矩-445-729-391480-382-726-385518-392-730-389519-387-715-378476-402-743-460車(chē)輛最大彎矩-446-732-392454-385-731-387441-395-739-392441-389-719-381450-403-745-461對(duì)應(yīng)剪力-5641080682218-6881096686256-6941095684229-6961086675213-694966564車(chē)道最小彎矩-516-839-450405-424-832-444420-454-855-452421-446-793-420402-462-862-534車(chē)輛最小彎矩-492-797-427416-403-760-407424-403-760-400425-409-753-399413-439-823-509對(duì)應(yīng)剪力-6561259784183-7631239764187-8251278809186-7761194749185-7981132656注：1、長(zhǎng)期效應(yīng)組合用于裂縫計(jì)算。準(zhǔn)永久值系數(shù)：汽車(chē)荷載0.4，人群荷載0.4。2、車(chē)道荷載或車(chē)輛荷載未計(jì)入沖擊力。內(nèi)力組合表(表14)-已計(jì)入荷載分項(xiàng)系數(shù)梁(板)作用截面12345678910111213141516171819座標(biāo)(cm)9522234947660373085798311101237136414911618174518721999212622532380左截面最大彎矩-30-821268749244-853372921345-851370923345-835267741229-835-28對(duì)應(yīng)剪力-6312451155337-42313191239524-25513081064401-44612961060347-4451109765最小彎矩-30-125413844064-1291126501152-1376171501106-114782437113-1298-28對(duì)應(yīng)剪力-631965762195-3391921856228-3172096763218-4121752777238-3351769765右截面最大彎矩-30-821268749244-853372921345-851370923345-835267741229-835-28對(duì)應(yīng)剪力-767805421-371-1083858425-422-1082847237-546-1261836399-361-117967861最小彎矩-30-125413844064-1291126501152-1376171501106-114782437113-1298-28對(duì)應(yīng)剪力-7671239317-254-7941343395-233-7781402302-242-8731141322-212-780104361左截面最大剪力-6319651155337-30120041259524-23422561318434-32318051068347-2931769958對(duì)應(yīng)彎矩-30-1254265727159-1255360921329-1262350858165-1143266741123-1298-28最小剪力-631245721193-4551318773224-5401308763133-6301296751199-4461109594對(duì)應(yīng)彎矩-30-821148446224-877158521225-851171576178-835172485226-835-28右截面最大剪力-5961239421-217-7681343608-150-7781402518-239-7871152431-209-738104361對(duì)應(yīng)彎矩-30-1254246487155-1291202573152-1376253522140-1143248442123-1298-28最小剪力-961805277-371-1092857308-456-1340847217-546-1281836283-361-117967861對(duì)應(yīng)彎矩-30-821148749243-877183857320-851354923333-835179738226-835-28樁(柱)所在截面1柱左邊1柱中1柱右邊1~2跨中2柱左邊2柱中2柱右邊2~3跨中3柱左邊3柱中3柱右邊3~4跨中4柱左邊4柱中4柱右邊4~5跨中5柱左邊5柱中5柱右邊座標(biāo)(cm)17222026847468072877698211881236128414901695174317911997220322512299左截面最大彎矩-511-829-451743-459-860-462913-469-875-465917-465-876-455736-464-853-528對(duì)應(yīng)剪力-647-679801338-819-851828525-829-861817402-840-872805348-816-821647最小彎矩-793-1286-686437-632-1184-710497-736-1411-733498-714-1324-625433-705-1303-821對(duì)應(yīng)剪力-1012-10441208196-1133-11651159229-139111791230-12621012右截面最大彎矩-511-841-451743-459-874-462913-469-872-465917-465-856-455736-464-853-528對(duì)應(yīng)剪力-6471246801338-8191320828525-8291309817402-8401297805348-8161110647最小彎矩-793-1285-686437-632-1321-710497-736-1410-733498-714-1176-625433-705-1327-821對(duì)應(yīng)剪力-101219661208196-113319231159229-139120971355219-117917531111239-123017701012左截面最大剪力-647-6791208338-819-8511312525-829-8611371435-839-8711122348-789-8211012對(duì)應(yīng)彎矩-511-829-686722-459-860-675913-469-875-733851-489-899-615736-467-853-821最小剪力-1012-1044775194-1143-1175826225-1391-1423817134-1332-1364805200-1230-1262647對(duì)應(yīng)彎矩-793-1286-454443-622-1178-486518-736-1411-465573-677-1324-455482-705-1303-528右截面最大剪力-64719661208338-81920051312525-82922571371435-83918061122348-78917701012對(duì)應(yīng)彎矩-511-1285-686722-459-1286-675913-469-1298-733851-489-1172-615736-467-1327-821最小剪力-10121246775194-11431319826225-13911309817134-13321297805200-12301110647對(duì)應(yīng)彎矩-793-841-454443-622-898-486518-736-872-465573-677-856-455482-705-853-528注：1、表中數(shù)據(jù)用于強(qiáng)度(即鋼筋面積)計(jì)算，內(nèi)力值已計(jì)入荷載分項(xiàng)系數(shù)(見(jiàn)2004通用橋規(guī)4.1.6條)。2、分項(xiàng)系數(shù)：混凝土1.2，人群荷載1.4，汽車(chē)荷載1.4。3、左右截面彎矩當(dāng)剛架計(jì)算時(shí)僅支點(diǎn)截面不同，其他截面均相同。按撐桿系桿體系計(jì)算邊柱外側(cè)截面的鋼筋面積表(表15-1)邊柱截面邊梁座標(biāo)截面座標(biāo)支座橫尺寸邊梁力Xi撐桿系桿角撐桿高系桿拉力鋼筋面積鋼筋根數(shù)左懸臂段94.9172.330.0960.677.452.4447236.0738.629.06右懸臂段2379.72299.130.0958.580.651.5357335.9761.429.97注：1、表中單位：尺寸和座標(biāo)cm，邊梁豎直力和系桿拉力kN，夾角為度，鋼筋面積cm2。2、蓋梁上緣鋼筋按1層計(jì)算。鋼筋重心與混凝土近邊緣的距離5cm。配筋、裂縫計(jì)算表(表15)梁(板)作用截面12345678910111213141516171819座標(biāo)(cm)94.94221.87348.80475.73602.66729.58856.51983.441110.371237.301364.231491.151618.081745.011871.941998.872125.802252.722379.65蓋梁高度(cm)130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00下緣保護(hù)層(cm)5.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.00上緣保護(hù)層(cm)5.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.00裂縫C1值1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00裂縫C3值無(wú)腹板0.820.820.820.820.820.820.820.820.820.820.820.820.820.820.820.820.820.820.82下緣計(jì)算控制裂縫荷載0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00組合彎矩值0.000.00267.79748.71243.620.00371.67921.03344.650.00369.84923.46344.570.00267.19741.22229.170.000.00彎矩筋面積0.000.008.7725.567.980.0012.1731.5311.280.0012.1131.6111.280.008.7525.307.500.000.00彎矩筋根數(shù)0.000.002.006.002.000.003.007.003.000.003.007.003.000.002.006.002.000.000.00裂縫彎矩值0.000.00191.01543.20174.340.00227.79599.70208.930.00227.34600.81208.910.00191.74537.83162.910.000.00裂縫筋根數(shù)0.000.003.007.002.000.003.007.003.000.003.007.003.000.003.007.002.000.000.00裂縫C21.501.511.431.451.441.501.421.431.411.501.421.431.421.501.451.451.431.511.50配筋率U%0.000.000.600.600.600.000.600.600.600.000.600.600.600.000.600.600.600.000.00鋼筋應(yīng)力0.000.00119.27145.37163.290.00142.24160.48130.460.00141.95160.78130.450.00119.73143.93152.590.000.00裂縫寬(mm)0.000.000.110.140.160.000.130.150.120.000.130.150.120.000.110.140.140.000.00上緣計(jì)算控制裂縫荷載0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00組合彎矩值29.881254.050.000.000.001290.780.000.000.001376.480.000.000.001147.350.000.000.001297.9027.90彎矩筋面積0.9843.170.000.000.0044.470.000.000.0047.490.000.000.0039.430.000.000.0044.720.91彎矩筋根數(shù)1.009.000.000.000.0010.000.000.000.0010.000.000.000.009.000.000.000.0010.001.00裂縫彎矩值24.90917.120.000.000.00903.850.000.000.00933.470.000.000.00845.120.000.000.00955.6623.25裂縫筋根數(shù)1.0011.000.000.000.0011.000.000.000.0011.000.000.000.0010.000.000.000.0011.001.00裂縫C21.501.451.521.521.601.451.561.511.501.451.501.511.571.461.591.521.521.441.50配筋率U%0.600.600.000.000.000.600.000.000.000.600.000.000.000.600.000.000.000.600.60鋼筋應(yīng)力46.65156.180.000.000.00153.920.000.000.00158.970.000.000.00158.310.000.000.00162.7543.56裂縫寬(mm)0.050.150.000.000.000.150.000.000.000.150.000.000.000.150.000.000.000.160.04樁(柱)所在截面1左邊1中左1中右1右邊1~2跨中2左邊2中左2中右2右邊2~3跨中3左邊3中左3中右3右邊3~4跨中4左邊4中左4中右4右邊4~5跨中5左邊5中左5中右5右邊座標(biāo)(cm)172.30220.30220.30268.30474.15680.00728.00728.00776.00981.851187.701235.701235.701283.701489.551695.401743.401743.401791.401997.252203.102251.102251.102299.10蓋梁高度(cm)130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00130.00下緣保護(hù)層(cm)5.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.00上緣保護(hù)層(cm)5.005.005.005.005.005.005.00