【教學樓結(jié)構(gòu)計算中的內(nèi)力組合計算案例綜述4100字】

教學樓結(jié)構(gòu)計算中的內(nèi)力組合計算案例綜述目錄TOC\o"1-2"\h\u24758教學樓結(jié)構(gòu)計算中的內(nèi)力組合計算案例綜述 1100291.1彎矩調(diào)幅 1321161.2柱內(nèi)力組合 5103181.3梁內(nèi)力組合 11根據(jù)2019年4月1日執(zhí)行的可靠度統(tǒng)一標準以及荷載設(shè)計規(guī)范(2012版)，內(nèi)力組合形式如下：內(nèi)力組合1：S內(nèi)力組合2：S地震內(nèi)力組合：S彎矩調(diào)幅根據(jù)混凝土設(shè)計規(guī)范，對一榀框架豎向荷載進行彎矩調(diào)幅，調(diào)幅系數(shù)β取0.9，計算公式如下：梁兩端調(diào)幅公式：M跨中彎矩不小于同荷載條件下簡支梁跨中彎矩的一半。對一榀框架進行調(diào)幅后，結(jié)果見下表：恒載作用下彎矩調(diào)幅表樓層梁跨調(diào)幅前彎矩調(diào)幅

系數(shù)M0/2調(diào)幅后彎矩梁左跨中梁右梁左跨中梁右5AB-110.6084.08-125.250.90101.00-99.54101.00-112.73BC-36.76-20.92-36.760.907.92-33.087.92-33.08CD-125.2584.08-110.600.90101.00-112.73101.00-99.544AB-141.5277.43-143.200.90109.90-127.37109.90-128.88BC-18.52-6.39-18.520.906.07-16.676.07-16.67CD-143.2077.43-141.520.90109.90-128.88109.90-127.373AB-138.4779.46-142.200.90109.90-124.62109.90-127.98BC-20.02-7.89-20.020.906.07-18.026.07-18.02CD-142.2079.46-138.470.90109.90-127.98109.90-124.622AB-138.9979.09-142.420.90109.90-125.09109.90-128.18BC-19.69-7.56-19.690.906.07-17.726.07-17.72CD-142.4279.09-138.990.90109.90-128.18109.90-125.091AB-131.1784.97-138.480.90109.90-118.05109.90-124.63BC-26.64-14.51-26.640.906.07-23.986.07-23.98CD-138.4884.97-131.170.90109.90-124.63109.90-118.05活載作用下彎矩調(diào)幅表樓層梁跨調(diào)幅前彎矩調(diào)幅

系數(shù)M0/2調(diào)幅后彎矩梁左跨中梁右梁左跨中梁右AB-32.4924.12-36.380.9029.28-29.2429.28-32.74BC-10.27-6.04-10.270.902.11-9.242.11-9.24CD-36.3824.12-32.490.9029.28-32.7429.28-29.24AB-46.7026.01-47.900.9036.66-42.0336.66-43.11BC-8.44-1.06-8.440.903.69-7.603.69-7.60CD-47.9026.01-46.700.9036.66-43.1136.66-42.03AB-46.0526.44-47.690.9036.66-41.4536.66-42.92BC-8.76-1.38-8.760.903.69-7.883.69-7.88CD-47.6926.44-46.050.9036.66-42.9236.66-41.45AB-46.2326.32-47.760.9036.66-41.6136.66-42.98BC-8.65-1.27-8.650.903.69-7.783.69-7.78CD-47.7626.32-46.230.9036.66-42.9836.66-41.61AB-43.6228.24-46.520.9036.66-39.2636.66-41.87BC-10.87-3.49-10.870.903.69-9.783.69-9.78CD-46.5228.24-43.620.9036.66-41.8736.66-39.26將調(diào)幅后結(jié)果繪圖如下：調(diào)幅后恒載下彎矩圖調(diào)幅后活載下彎矩圖柱內(nèi)力組合第A軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風右風左風右風左震右震5柱頂M-110.60-32.494.77-4.7768.77-68.77-188.22-196.81-170.74-185.05-62.81-241.61-241.61-196.81N376.5384.89-1.001.00-14.4914.49615.92617.72577.12580.12483.93521.61521.61617.72柱底M78.8725.05-1.421.42-20.5420.54138.83141.38126.70130.9682.97136.38141.38141.38N408.9384.89-1.001.00-14.4914.49658.04659.84619.24622.24522.81560.49659.84659.844柱頂M-62.56-21.629.19-9.1994.84-94.84-105.49-122.03-90.24-117.8135.25-211.34-211.34-122.03N781.25191.53-3.393.39-40.7740.771299.871305.971211.651221.82999.421105.421105.421305.97柱底M69.1923.01-4.534.53-46.7146.71120.39128.54107.31120.9036.11157.56157.56128.54N813.65191.53-3.393.39-40.7740.771341.991348.091253.771263.941038.301144.301144.301348.093柱頂M-69.19-23.0112.74-12.74108.99-108.99-113.00-135.93-95.00-133.2244.85-238.52-238.52-135.93N1185.71298.12-7.307.30-76.2476.241982.031995.171843.501865.401502.611700.841700.841995.17柱底M68.0622.63-8.508.50-72.6672.66114.77130.0799.49124.990.79189.71189.71130.07N1218.11298.12-7.307.30-76.2476.242024.152037.291885.621907.521541.491739.721739.722037.292柱頂M-70.84-23.5614.40-14.40104.72-104.72-114.47-140.39-95.23-138.4336.99-235.28-235.28-140.39N1590.20404.72-12.6412.64-117.68117.682662.962685.722473.262511.181998.092304.062304.062685.72柱底M86.3928.74-14.4014.40-104.72104.72142.46168.38120.88164.08-15.22257.05257.05168.38N1622.60404.72-12.6412.64-117.68117.682705.082727.842515.382553.302036.972342.942342.942727.841柱頂M-44.78-14.8816.67-16.67102.12-102.12-65.53-95.54-48.83-98.8470.09-195.42-195.42-95.54N1994.20511.14-19.6819.68-164.55164.553341.463376.883099.643158.682485.812913.642913.643376.88柱底M22.397.44-40.8040.80-250.01250.013.5576.99-24.2898.12-293.68356.34356.3476.99N2035.15511.14-19.6819.68-164.55164.553394.693430.123152.873211.912534.952962.782962.783430.12第B軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風右風左風右風左震右震5柱頂M88.4926.117.67-7.67110.96-110.96161.10147.30153.96130.95266.10-22.39266.10147.30N448.27119.25-2.072.07-29.9629.96759.76763.49704.86711.07570.53648.42570.53763.49柱底M-65.77-20.45-4.324.32-62.4262.42-120.06-112.29-113.45-100.49-172.34-10.05-172.34-112.29N480.67119.25-2.072.07-29.9629.96801.88805.61746.98753.19609.41687.30609.41805.614柱頂M58.9219.0115.72-15.72162.10-162.10119.2690.96120.1472.98292.84-128.62292.8490.96N914.82284.54-7.717.71-93.6393.631609.141623.021476.471499.601146.791390.231146.791623.02柱底M-61.09-19.46-10.9210.92-112.65112.65-118.43-98.78-116.23-83.47-231.4361.46-231.43-98.78N947.22284.54-7.717.71-93.6393.631651.261665.131518.591541.721185.671429.111185.671665.133柱頂M61.0919.4622.28-22.28190.41-190.41128.6688.55133.2766.43332.52-162.55332.5288.55N1381.63449.89-17.1017.10-179.58179.582455.562486.342242.852294.151694.442161.341694.442486.34柱底M-60.60-19.31-18.9818.98-162.21162.21-124.83-90.66-127.53-70.59-295.18126.57-295.18-90.66N1414.03449.89-17.1017.10-179.58179.582497.682528.462284.972336.271733.322200.221733.322528.462柱頂M62.1319.8027.95-27.95203.29-203.29135.6285.31143.4859.63350.71-177.84350.7185.31N1848.40615.22-30.5630.56-284.57284.573298.253353.253003.063094.742217.272957.152217.273353.25柱底M-72.07-22.96-27.9527.95-203.29203.29-153.29-102.98-159.72-75.87-364.54164.02-364.54-102.98N1880.80615.22-30.5630.56-284.57284.573340.373395.373045.183136.862256.152996.032256.153395.371柱頂M39.7712.6931.74-31.74194.50-194.5099.3042.17112.6417.42308.19-197.51308.1942.17N2315.67780.73-47.4347.43-397.07397.074138.784224.153758.993901.282731.053763.432731.054224.15柱底M-19.89-6.35-47.6147.61-291.76291.76-78.237.47-103.9438.89-406.97351.61-406.977.47N2356.62780.73-47.4347.43-397.07397.074192.014277.393812.233954.522780.193812.572780.194277.39第C軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風右風左風右風左震右震5柱頂M-88.49-26.117.67-7.67110.96-110.96-147.30-161.10-130.95-153.9622.39-266.10-266.10-147.30N448.27119.252.07-2.0729.96-29.96763.49759.76711.07704.86648.42570.53570.53763.49柱底M65.7720.45-4.324.32-62.4262.42112.29120.06100.49113.4510.05172.34172.34112.29N480.67119.252.07-2.0729.96-29.96805.61801.88753.19746.98687.30609.41609.41805.614柱頂M-58.92-19.0115.72-15.72162.10-162.10-90.96-119.26-72.98-120.14128.62-292.84-292.84-90.96N914.82284.547.71-7.7193.63-93.631623.021609.141499.601476.471390.231146.791146.791623.02柱底M61.0919.46-10.9210.92-112.65112.6598.78118.4383.47116.23-61.46231.43231.4398.78N947.22284.547.71-7.7193.63-93.631665.131651.261541.721518.591429.111185.671185.671665.133柱頂M-61.09-19.4622.28-22.28190.41-190.41-88.55-128.66-66.43-133.27162.55-332.52-332.52-88.55N1381.63449.8917.10-17.10179.58-179.582486.342455.562294.152242.852161.341694.441694.442486.34柱底M60.6019.31-18.9818.98-162.21162.2190.66124.8370.59127.53-126.57295.18295.1890.66N1414.03449.8917.10-17.10179.58-179.582528.462497.682336.272284.972200.221733.321733.322528.462柱頂M-62.13-19.8027.95-27.95203.29-203.29-85.31-135.62-59.63-143.48177.84-350.71-350.71-85.31N1848.40615.2230.56-30.56284.57-284.573353.253298.253094.743003.062957.152217.272217.273353.25柱底M72.0722.96-27.9527.95-203.29203.29102.98153.2975.87159.72-164.02364.54364.54102.98N1880.80615.2230.56-30.56284.57-284.573395.373340.373136.863045.182996.032256.152256.153395.371柱頂M-39.77-12.6931.74-31.74194.50-194.50-42.17-99.30-17.42-112.64197.51-308.19-308.19-42.17N2315.67780.7347.43-47.43397.07-397.074224.154138.783901.283758.993763.432731.052731.054224.15柱底M19.896.35-47.6147.61-291.76291.76-7.4778.23-38.89103.94-351.61406.97406.97-7.47N2356.62780.7347.43-47.43397.07-397.074277.394192.013954.523812.233812.572780.192780.194277.39第D軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風右風左風右風左震右震5柱頂M110.6032.494.77-4.7768.77-68.77196.81188.22185.05170.74241.6162.81241.61196.81N376.5384.891.00-1.0014.49-14.49617.72615.92580.12577.12521.61483.93521.61617.72柱底M-78.87-25.05-1.421.42-20.5420.54-141.38-138.83-130.96-126.70-136.38-82.97-141.38-141.38N408.9384.891.00-1.0014.49-14.49659.84658.04622.24619.24560.49522.81659.84659.844柱頂M62.5621.629.19-9.1994.84-94.84122.03105.49117.8190.24211.34-35.25211.34122.03N781.25191.533.39-3.3940.77-40.771305.971299.871221.821211.651105.42999.421105.421305.97柱底M-69.19-23.01-4.534.53-46.7146.71-128.54-120.39-120.90-107.31-157.56-36.11-157.56-128.54N813.65191.533.39-3.3940.77-40.771348.091341.991263.941253.771144.301038.301144.301348.093柱頂M69.1923.0112.74-12.74108.99-108.99135.93113.00133.2295.00238.52-44.85238.52135.93N1185.71298.127.30-7.3076.24-76.241995.171982.031865.401843.501700.841502.611700.841995.17柱底M-68.06-22.63-8.508.50-72.6672.66-130.07-114.77-124.99-99.49-189.71-0.79-189.71-130.07N1218.11298.127.30-7.3076.24-76.242037.292024.151907.521885.621739.721541.491739.722037.292柱頂M70.8423.5614.40-14.40104.72-104.72140.39114.47138.4395.23235.28-36.99235.28140.39N1590.20404.7212.64-12.64117.68-117.682685.722662.962511.182473.262304.061998.092304.062685.72柱底M-86.39-28.74-14.4014.40-104.72104.72-168.38-142.46-164.08-120.88-257.0515.22-257.05-168.38N1622.60404.7212.64-12.64117.68-117.682727.842705.082553.302515.382342.942036.972342.942727.841柱頂M44.7814.8816.67-16.67102.12-102.1295.5465.5398.8448.83195.42-70.09195.4295.54N1994.20511.1419.68-19.68164.55-164.553376.883341.463158.683099.642913.642485.812913.643376.88柱底M-22.39-7.44-40.8040.80-250.01250.01-76.99-3.55-98.1224.28-356.34293.68-356.34-76.99N2035.15511.1419.68-19.68164.55-164.553430.123394.693211.913152.872962.782534.952962.783430.12根據(jù)彎矩計算剪力使用下面公式：V以A軸底層為例，計算一榀框架柱剪力，并進行匯總：A軸:框架柱剪力表柱號層數(shù)恒載

SGK活載

SQK左風

SWK右風

SWK左震

SEK右震

SEK1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重+1.3SE設(shè)計值左風右風左風右風左震右震A552.6315.98-1.721.72-24.8124.8190.8493.9482.6287.7840.49105.00105.00436.6012.40-3.813.81-39.3239.3262.7569.6154.8866.310.24102.48102.48338.1312.68-5.905.90-50.4650.4663.2873.9054.0371.73-12.23118.96118.96243.6714.53-8.008.00-58.1858.1871.3785.7760.0384.03-14.51136.76136.76114.764.91-12.6312.63-77.3977.3915.1937.925.4043.29-79.95121.26121.26B5-42.85-12.93-3.333.33-48.1648.16-78.10-72.10-74.28-64.29-121.793.43-121.794-33.34-10.69-7.407.40-76.3276.32-66.04-52.72-65.67-43.47-145.6452.79-145.643-33.80-10.77-11.4611.46-97.9597.95-70.41-49.78-72.44-38.06-174.3680.31-174.362-37.28-11.88-15.5315.53-112.94112.94-80.26-52.31-84.23-37.64-198.6994.96-198.691-13.11-4.18-17.4417.44-106.87106.87-39.01-7.62-47.594.73-157.17120.69-157.17C542.8512.93-3.333.33-48.1648.1672.1078.1064.2974.28-3.43121.79121.79433.3410.69-7.407.40-76.3276.3252.7266.0443.4765.67-52.79145.64145.64333.8010.77-11.4611.46-97.9597.9549.7870.4138.0672.44-80.31174.36174.36237.2811.88-15.5315.53-112.94112.9452.3180.2637.6484.23-94.96198.69198.69113.114.18-17.4417.44-106.87106.877.6239.01-4.7347.59-120.69157.17157.17D5-52.63-15.98-1.721.72-24.8124.81-93.94-90.84-87.78-82.62-105.00-40.49-105.004-36.60-12.40-3.813.81-39.3239.32-69.61-62.75-66.31-54.88-102.48-0.24-102.483-38.13-12.68-5.905.90-50.4650.46-73.90-63.28-71.73-54.03-118.9612.23-118.962-43.67-14.53-8.008.00-58.1858.18-85.77-71.37-84.03-60.03-136.7614.51-136.761-14.76-4.91-12.6312.63-77.3977.39-37.92-15.19-43.29-5.40-121.2679.95-121.26梁內(nèi)力組合按照荷載規(guī)范，對框架梁的內(nèi)力進行組合，組合過程以及設(shè)計值見下表：第5層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設(shè)計值左風右風左風右風左震右震AB左端M-99.54-29.244.77-4.7768.77-68.77-168.97-177.56-152.95-167.26-47.59-226.39-226.39V101.7129.53-1.001.00-14.4914.49175.62177.42161.73164.73120.93158.61158.61右端M-112.73-32.74-3.063.06-44.2844.28-198.41-192.91-185.52-176.34-212.48-97.36-212.48V-105.47-30.53-1.001.00-14.4914.49-183.81-182.01-170.67-167.67-163.72-126.05-163.72BC左端M-33.08-9.244.61-4.6166.68-66.68-52.72-61.01-45.79-59.6241.44-131.92-131.92V21.125.64-3.073.07-44.4544.4533.1538.6828.7737.98-29.0686.5186.51右端M-33.08-9.24-4.614.61-66.6866.68-61.01-52.72-59.62-45.79-131.9241.44-131.92V-21.12-5.64-3.073.07-44.4544.45-38.68-33.15-37.98-28.77-86.5129.06-86.51CD左端M-112.73-32.743.06-3.0644.28-44.28-192.91-198.41-176.34-185.52-97.36-212.48-212.48V105.4730.53-1.001.00-14.4914.49182.01183.81167.67170.67126.05163.72163.72右端M-99.54-29.24-4.774.77-68.7768.77-177.56-168.97-167.26-152.95-226.39-47.59-226.39V-101.71-29.53-1.001.00-14.4914.49-177.42-175.62-164.73-161.73-158.61-120.93-158.61AB跨中M101.0029.280.000.000.000.00175.22175.22162.04162.04115.64115.64175.22BCM7.922.110.000.000.000.0013.4613.4612.5112.518.988.9813.46CDM101.0029.280.000.000.000.00175.22175.22162.04162.04115.64115.64175.22第4層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設(shè)計值左風右風左風右風左震右震AB左端M-127.37-42.0310.61-10.61115.38-115.38-219.08-238.18-193.80-225.63-28.07-328.06-328.06V112.5037.44-2.392.39-26.2826.28200.26204.56181.98189.15123.30191.63191.63右端M-128.88-43.11-8.008.00-89.5989.59-239.41-225.01-224.81-200.81-296.99-64.06-296.99V-112.93-37.75-2.392.39-26.2826.28-205.59-201.28-190.03-182.86-192.33-124.00-192.33BC左端M-16.67-7.6012.04-12.04134.93-134.93-22.23-43.91-11.59-47.71150.84-199.97-199.97V16.179.84-8.038.03-89.9589.9528.5543.0119.3143.40-91.63142.24142.24右端M-16.67-7.60-12.0412.04-134.93134.93-43.91-22.23-47.71-11.59-199.97150.84-199.97V-16.17-9.84-8.038.03-89.9589.95-43.01-28.55-43.40-19.31-142.2491.63-142.24CD左端M-128.88-43.118.00-8.0089.59-89.59-225.01-239.41-200.81-224.81-64.06-296.99-296.99V112.9337.75-2.392.39-26.2826.28201.28205.59182.86190.03124.00192.33192.33右端M-127.37-42.03-10.6110.61-115.38115.38-238.18-219.08-225.63-193.80-328.06-28.07-328.06V-112.50-37.44-2.392.39-26.2826.28-204.56-200.26-189.15-181.98-191.63-123.30-191.63AB跨中M109.9036.660.000.000.000.00197.86197.86181.36181.36128.23128.23197.86BCM6.073.690.000.000.000.0013.4313.4311.7711.777.927.9213.43CDM109.9036.660.000.000.000.00197.86197.86181.36181.36128.23128.23197.86第3層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設(shè)計值左風右風左風右風左震右震AB左端M-124.62-41.4517.27-17.27155.70-155.70-208.64-239.72-179.62-231.4328.00-376.82-376.82V112.2437.39-3.913.91-35.4735.47198.48205.52179.31191.04111.01203.23203.23右端M-127.98-42.92-13.2513.25-120.93120.93-242.68-218.83-231.32-191.57-336.54-22.12-336.54V-113.19-37.81-3.913.91-35.4735.47-207.38-200.34-192.71-180.98-204.63-112.40-204.63BC左端M-18.02-7.8819.95-19.95182.13-182.13-17.29-53.20-1.77-61.63210.42-263.12-263.12V16.179.84-13.3013.30-121.42121.4223.8147.7511.4051.30-132.54183.15183.15右端M-18.02-7.88-19.9519.95-182.13182.13-53.20-17.29-61.63-1.77-263.12210.42-263.12V-16.17-9.84-13.3013.30-121.42121.42-47.75-23.81-51.30-11.40-183.15132.54-183.15CD左端M-127.98-42.9213.25-13.25120.93-120.93-218.83-242.68-191.57-231.32-22.12-336.54-336.54V113.1937.81-3.913.91-35.4735.47200.34207.38180.98192.71112.40204.63204.63右端M-124.62-41.45-17.2717.27-155.70155.70-239.72-208.64-231.43-179.62-376.8228.00-376.82V-112.24-37.39-3.913.91-35.4735.47-205.52-198.48-191.04-179.31-203.23-111.01-203.23AB跨中M109.9036.660.000.000.000.00197.86197.86181.36181.36128.23128.23197.86BCM6.073.690.000.000.000.0013.4313.4311.7711.777.927.9213.43CDM109.9036.660.000.000.000.00197.86197.86181.36181.36128.23128.23197.86第2層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設(shè)計值左風右風左風右風左震右震AB左端M-125.09-41.6122.90-22.90177.38-177.38-204.42-245.64-171.96-240.6655.52-405.67-405.67V112.2737.40-5.345.34-41.4441.44197.24206.86177.21193.23103.29211.04211.04右端M-128.18-42.98-18.7318.73-145.85145.85-247.96-214.25-239.86-183.67-369.2110.00-369.21V-113.15-37.79-5.345.34-41.4441.44-208.59-198.97-194.78-178.76-212.33-104.58-212.33BC左端M-17.72-7.7828.20-28.20219.65-219.65-9.33-60.0911.10-73.51259.61-311.48-311.48V16.179.84-18.8018.80-146.43146.4318.8652.703.1559.55-165.05215.67215.67右端M-17.72-7.78-28.2028.20-219.65219.65-60.09-9.33-73.5111.10-311.48259.61-311.48V-16.17-9.84-18.8018.80-146.43146.43-52.70-18.86-59.55-3.15-215.67165.05-215.67CD左端M-128.18-42.9818.73-18.73145.85-145.85-214.25-247.96-183.67-239.8610.00-369.21-369.21V113.1537.79-