A中學(xué)四層教學(xué)樓混凝土框架結(jié)構(gòu)設(shè)計(jì)摘要本文為A中學(xué)四層教學(xué)樓結(jié)構(gòu)設(shè)計(jì)，屬于混凝土框架結(jié)構(gòu)。教學(xué)樓共四層，建筑總面積為2615.55m2，整體高度為14.55m，層高3.30m，室內(nèi)外高差0.45m。樓面、屋面、樓梯等均采用現(xiàn)澆結(jié)構(gòu)，獨(dú)立基礎(chǔ)。不同作用時(shí)選用的方法也有所不同：在豎向荷載作用下，計(jì)算框架內(nèi)力時(shí)采用分層法；水平荷載作用下，一般采用D值法。設(shè)計(jì)時(shí)需調(diào)幅梁的彎矩；配筋時(shí)，按照相應(yīng)的內(nèi)力和標(biāo)準(zhǔn)來(lái)進(jìn)行配筋，最后進(jìn)行相應(yīng)的驗(yàn)算來(lái)驗(yàn)證是否符合標(biāo)準(zhǔn)。關(guān)鍵詞：框架結(jié)構(gòu)；結(jié)構(gòu)設(shè)計(jì)；內(nèi)力計(jì)算；荷載目錄TOC\o"1-3"\h\u1設(shè)計(jì)資料 表6-14層梁內(nèi)力組合表梁位置截面位置內(nèi)力種類恒載活(雪)載最大值風(fēng)荷載可變荷載可變荷載可變荷載控永久荷載最大控制內(nèi)力調(diào)幅前①調(diào)幅后②調(diào)幅前③調(diào)幅后④左風(fēng)⑤左風(fēng)⑥1.2*②+1.4*④1.2*②+1.4*⑤1.2*②+1.4*⑥1.2*②+0.9*(1.4*④+1.4*⑤)1.2*②+0.9*(1.4*④+1.4*⑥)1.3*②+1.0*④max左邊跨梁左支座M-57.07-48.51-6.28-5.343.22-3.22-65.69-53.71-62.72-60.89-68.99-70.83-70.83V114.13114.137.877.87-0.720.72147.98135.95137.97145.97147.79160.07160.07跨中M143.75165.317.929.110.51-0.51211.11199.10197.66210.50209.20232.28232.28右支座M-108.23-92.45-8.45-7.15-2.282.28-121.24-114.15-107.34-122.90-117.48-132.35-132.35V-127.20-127.20-7.59-7.59-0.610.61-164.81-153.95-151.93-164.53-164.79-180.64-180.64中跨梁左支座M-66.65-56.69-3.73-3.151.27-1.27-72.77-66.27-70.14-70.57-73.06-80.13-80.13V13.1613.160.890.89-1.241.2417.2314.3617.5915.6518.5618.9820.80跨中M-58.42-67.32-3.29-2.910.000.00-84.88-80.96-80.96-84.49-84.49-93.99-93.99右支座M-66.85-56.69-3.95-3.37-1.471.47-72.77-70.14-66.27-73.06-70.57-81.88-27.84V-14.14-14.14-0.78-0.78-1.241.24-17.23-17.59-14.36-18.56-15.65-18.98-23.09右邊跨梁左支座M-108.23-92.45-8.45-7.15-2.282.28-121.24-114.15-107.34-122.90-117.48-132.35-132.35V-127.20-127.20-7.59-7.59-0.610.61-164.81-153.95-151.93-164.53-164.79-180.64-180.64跨中M143.75165.317.929.11-0.510.51211.11197.66199.10209.20210.50232.28232.28右支座M-56.18-47.62-6.30-5.45-3.323.32-64.70-61.83-52.82-67.88-60.98-70.76-70.67V-113.24-113.24-7.78-7.78-0.710.71-147.89-136.07-134.06-146.80-144.08-160.69-160.69表6-23層梁內(nèi)力組合表梁位置截面位置內(nèi)力種類恒載活(雪)載最大值風(fēng)荷載可變荷載可變荷載可變荷載永久荷載最大控制內(nèi)力調(diào)幅前①調(diào)幅后②調(diào)幅前③調(diào)幅后④左風(fēng)⑤左風(fēng)⑥1.2*②+1.4*④1.2*②+1.4*⑤1.2*②+1.4*⑥1.2*②+0.9*(1.4*④+1.4*⑤)1.2*②+0.9*(1.4*④+1.4*⑥)1.3*②+1.0*④max左邊跨梁左支座M-81.06-67.92-22.18-18.728.39-8.39-109.14-71.02-93.25-93.03-113.34-134.51-113.03V97.7997.7930.5630.56-3.223.22161.56113.18123.88153.24160.69163.78163.78跨中M97.17111.8832.7837.601.34-1.34188.46136.15132.59184.50181.50191.71191.71右支座M-104.11-88.36-31.55-26.69-5.895.89-144.87-114.45-89.56-148.45-135.48-147.18-147.18V-104.11-101.11-32.09-32.09-3.223.22-172.53-131.35-120.87-171.91-163.08-174.94-174.94中跨梁左支座M-66.65-56.69-3.73-3.151.27-1.27-72.77-66.27-70.14-70.57-73.06-80.13-80.13V13.1613.160.890.89-1.241.2417.2314.3617.5915.6518.5618.9820.80跨中M-36.65-31.15-11.57-9.830.000.00-51.15-37.38-37.38-49.77-49.77-51.89-51.89右支座M-43.81-37.23-43.81-37.236.65-6.65-96.81-35.37-53.99-83.22-99.98-87.50-99.98V-10.84-10.84-4.49-4.49-3.243.24-21.09-17.67-9.84-22.89-15.56-21.56-21.56右邊跨梁左支座M-104.11-88.36-31.55-26.69-5.895.89-144.87-114.45-89.56-148.45-135.48-147.18-147.18V-104.11-101.11-32.09-32.09-3.223.22-172.53-131.35-120.87-171.91-163.08-174.94-174.94跨中M97.17111.8832.7837.601.34-1.34188.46136.15132.59184.50181.50191.71191.71右支座M-81.06-67.92-22.18-18.728.39-8.39-109.14-71.02-93.25-93.03-113.34-134.51-113.03V97.7997.7930.5630.56-3.223.22161.56113.18123.88153.24160.69163.78163.78表6-32層梁內(nèi)力組合表梁位置截面位置內(nèi)力種類恒載活(雪)載最大值風(fēng)荷載可變荷載可變荷載可變荷載永久荷載最大控制內(nèi)力調(diào)幅前①調(diào)幅后②調(diào)幅前③調(diào)幅后④左風(fēng)⑤左風(fēng)⑥1.2*②+1.4*④1.2*②+1.4*⑤1.2*②+1.4*⑥1.2*②+0.9*(1.4*④+1.4*⑤)1.2*②+0.9*(1.4*④+1.4*⑥)1.3*②+1.0*④max左邊跨梁左支座M-76.69-64.85-23.99-20.2612.97-12.97-107.63-58.84-99.64-89.43-122.35-111.06-122.35V96.8096.8031.4531.45-3.113.11160.67112.29122.99152.35161.58162.89162.89跨中M99.55112.6231.2036.131.56-1.56192.34141.83135.39186.47182.05191.85191.85右支座M-102.72-87.16-32.25-27.24-10.4110.41-142.27-120.31-90.84-153.56-127.04-146.14-146.14V-104.25-104.25-32.72-32.72-3.143.14-172.68-130.89-120.77-172.04-163.87-175.14-175.14中跨梁左支座M-42.70-36.12-42.70-36.126.54-6.54-95.70-34.26-52.88-82.11-98.87-86.49-98.87V-10.73-10.73-4.50-4.50-3.133.13-20.18-16.56-9.73-21.78-14.45-20.45-20.45跨中M-35.54-30.26-10.68-9.720.000.00-50.04-36.27-36.27-48.88-48.88-50.78-50.78右支座M-42.70-36.12-42.70-36.126.54-6.54-95.70-34.26-52.88-82.11-98.87-86.49-98.87V-10.73-10.73-4.50-4.50-3.133.13-20.18-16.56-9.73-21.78-14.45-20.45-20.45右邊跨梁左支座M-102.72-87.16-32.25-27.24-10.4110.41-142.27-120.31-90.84-153.56-127.04-146.14-146.14V-104.25-104.25-32.72-32.72-3.143.14-172.68-130.89-120.77-172.04-163.87-175.14-175.14跨中M99.55112.6231.2036.131.56-1.56192.34141.83135.39186.47182.05191.85191.85右支座M-76.69-64.85-23.99-20.2612.97-12.97-107.63-58.84-99.64-89.43-122.35-111.06-122.35V96.8096.8031.4531.45-3.113.11160.67112.29122.99152.35161.58162.89162.89表6-41層梁內(nèi)力組合表梁位置截面位置內(nèi)力種類恒載活(雪)載最大值風(fēng)荷載可變荷載可變荷載可變荷載合永久荷載最大控制內(nèi)力調(diào)幅前①調(diào)幅后②調(diào)幅前③調(diào)幅后④左風(fēng)⑤左風(fēng)⑥1.2*②+1.4*④1.2*②+1.4*⑤1.2*②+1.4*⑥1.2*②+0.9*(1.4*④+1.4*⑤)1.2*②+0.9*(1.4*④+1.4*⑥)1.3*②+1.0*④max左邊跨梁左支座M-65.17-55.26-20.29-17.2121.55-21.55-91.45-34.54-98.21-60.62-117.73-92.92-117.73V96.8096.8031.4531.45-3.113.11160.67112.29122.99152.35161.58162.89162.89跨中M107.79124.2333.9841.012.77-2.77205.30153.29145.23203.41196.16208.21208.21右支座M-97.53-82.55-30.69-25.84-15.8915.89-137.22-123.16-75.83-152.75-112.15-138.77-138.77V107.31107.31-33.21-33.21-5.175.1778.81119.12132.9476.9490.23108.3878.81中跨梁左支座M-47.20-39.0714.7812.4310.57-10.57-30.40-33.19-63.23-17.02-44.95-40.89-44.95V-10.73-10.73-4.38-4.38-3.133.13-20.10-16.78-9.95-21.98-14.67-20.67-20.67跨中M-40.15-33.99-11.06-10.130.000.00-56.30-40.97-40.97-54.86-54.86-57.22-57.22右支座M-47.20-39.0714.7812.4310.57-10.57-30.40-33.19-63.23-17.02-44.95-40.89-44.95V-10.73-10.73-4.38-4.38-3.133.13-20.10-16.78-9.95-21.98-14.67-20.67-20.67右邊跨梁左支座M-97.53-82.55-30.69-25.84-15.8915.89-137.22-123.16-75.83-152.75-112.15-138.77-138.77V107.31107.31-33.21-33.21-5.175.1778.81119.12132.9476.9490.23108.3878.81跨中M107.79124.2333.9841.012.77-2.77205.30153.29145.23203.41196.16208.21208.21右支座M-65.17-55.26-20.29-17.2121.55-21.55-91.45-34.54-98.21-60.62-117.73-92.92-117.73V96.8096.8031.4531.45-3.113.11160.67112.29122.99152.35161.58162.89162.89表6-54層左邊柱內(nèi)力組合表位置截面各個(gè)內(nèi)力恒荷載活（雪）最大值風(fēng)（左）風(fēng)（右）可變荷載永久荷載①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③左邊柱柱頂截面M57.076.28-3.223.2277.2863.9972.9972.3580.4583.3383.3363.9983.33N242.9214.26-0.720.72311.48290.50292.52308.57310.39342.21342.21290.50342.21V-27.97-4.561.40-1.40-39.94-31.60-35.53-37.54-41.06-41.43-41.43-31.6041.43柱底截面M-43.59-10.201.79-1.79-66.43-49.81-54.89-62.80-67.39-68.99-68.99-49.8068.99N258.3014.30-0.690.69329.89308.89310.95327.01328.78362.87362.87308.89362.87V-27.86-4.481.39-1.39-39.87-31.67-35.48-37.43-40.98-42.29-42.29-31.5942.29左中柱柱頂截面M-41.99-4.67-3.603.60-56.99-55.50-45.39-60.90-51.90-61.50-61.50-55.5261.50N276.9918.03-0.390.39357.86331.96332.87354.79354.79392.13392.13332.67392.13V21.673.371.55-1.5528.9727.3022.2631.5427.3031.4531.4527.3031.45柱底截面M31.677.662.30-2.3049.9841.3436.0151.7945.7851.9751.9741.8651.97N292.9416.89-0.420.42375.68350.67350.67372.56374.88412.78412.78351.23412.78V19.78.3.451.57-1.5728.7926.8521.7626.8526.8530.4530.4526.8330.67表6-64層右邊柱內(nèi)力組合表位置截面各個(gè)內(nèi)力恒荷載活（雪）最大值風(fēng)（左）風(fēng)（右）可變荷載永久荷載①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③右中柱柱頂截面M41.344.68-3.623.6256.9444.8957.5751.2359.6360.9460.9444.3260.94N275.9716.340.42-0.42356.34335.41323.45365.41364.45392.34392.34331.65392.34V-21.43-3.541.55-1.55-28.92-21.96-26.36-26.21-30.31-30.62-30.62-21.2430.62柱底截面M-31.54-7.802.43-2.43-51.42-33.53-43.34-45.21-51.32-51.11-51.11-33.4552.54N292.2018.210.42-0.42376.97352.44351.23375.00373.91413.77413.77352.44413.77V-21.43-3.541.55-1.55-28.92-21.96-26.36-26.21-30.31-30.62-30.62-21.2430.62右邊柱柱頂截面M-56.34-6.31-3.313.31-74.52-74.32-62.24-81.54-73.53-82.22-82.22-72.9982.22N242.9214.260.72-0.72311.48292.52290.50310.39308.57342.21342.21292.52342.21V27.974.561.40-1.4039.9435.5331.6041.0637.5441.4341.4335.5341.43柱底截面M-43.59-10.201.79-1.79-66.43-49.81-54.89-62.80-67.39-68.99-68.99-49.8068.99N258.3014.30-0.690.69329.89308.89310.95327.01328.78362.87362.87308.89362.87V-27.86-4.481.39-1.39-39.87-31.67-35.48-37.43-40.98-42.29-42.29-31.5942.29表6-73層左邊柱內(nèi)力組合表位置截面各個(gè)內(nèi)力恒荷載活（雪）最大值風(fēng)（左）風(fēng)（右）可變荷載永久荷載①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③左邊柱柱頂截面M34.6512.46-5.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02柱底截面M34.6512.46-5.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02左中柱柱頂截面M-27.34-9.23-7.127.12-48.43-45.12-24.56-56.54-38.32-49.45-49.23-45.1256.53N523.6392.74-1.641.64752.34627.54634.23745.76743.65802.65802.65623.67801.23V15.745.443.70-3.7026.8725.7614.7834.9627.9725.3025.3022.3430.23柱底截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7526.4412.5336.5424.3222.1222.1221.4332.32表6-83層右邊柱內(nèi)力組合表位置截面各個(gè)內(nèi)力恒荷載活（雪）最大值風(fēng)（左）風(fēng)（右）可變荷載永久荷載①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③右中柱柱頂截面M33.7811.57-4.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02柱底截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7526.4412.5336.5424.3222.1222.1221.4332.32右邊柱柱頂截面M-36.32.-13.21-6.616.61-61.52-53.45-32.54-64.54-53.84-63.35-63.35-53.9969.39N450.6171.242.63-2.63640.51544.43537.05633.85627.22654.5966.99547.46678.45V22.236.513.23-3.2334.5422.5222.3234.3231.2335.3235.3222.4533.04柱底截面M34.6012.424.54-4.4563.3453.4533.3463.5553.9563.2663.2653.4463.23N464.9172.222.61-2.61654.64561.23533.46653.64644.55702.23702.23576.54702.23V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02表6-92層左邊柱內(nèi)力組合表位置截面各個(gè)內(nèi)力恒荷載活（雪）最大值風(fēng)（左）風(fēng)（右）可變荷載永久荷載①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③左邊柱柱頂截面M33.7611.57-4.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N657.23127.45-5.775.77965.65783.56792.43943.56957.231005.641005.64772.311005.64V-20.23-6.764.67-4.67-37.50-20.60-33.98-30.46-42.50-38.00-38.00-20.6042.50柱底截面M34.6512.46-5.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02左中柱柱頂截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7526.4412.5336.5424.3222.1222.1221.4332.32柱底截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7526.4412.5336.5424.3222.1222.1221.4332.32表6-102層右邊柱內(nèi)力組合表位置截面各個(gè)內(nèi)力恒荷載活（雪）最大值風(fēng)（左）風(fēng)（右）可變荷載永久荷載①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③右中柱柱頂截面M-27.34-9.23-7.127.12-48.43-45.12-24.56-56.54-38.32-49.45-49.23-45.1256.53N523.6392.74-1.641.64752.34627.54634.23745.76743.65802.65802.65623.67801.23V15.745.443.70-3.7026.8725.7614.7834.9627.9725.3025.3022.3430.23柱底截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7526.4412.5336.5424.3222.1222.1221.4332.32右邊柱柱頂截面M33.7611.57-4.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N657.23127.45-5.775.77965.65783.56792.43943.56957.231005.641005.64772.311005.64V-20.23-6.764.67-4.67-37.50-20.60-33.98-30.46-42.50-38.00-38.00-20.6042.50柱底截面M38.4712.347.97-7.9770.5262.4840.1678.6458.5670.5670.5662.4878.64N673.38128.375.88-5.88987.84816.34799.87977.28962.451037.501037.50816.341037.50V21.416.874.78-4.7837.5033.9820.6042.5030.4638.0038.0033.9842.50表6-111層左邊柱內(nèi)力組合表位置截面各個(gè)內(nèi)力恒荷載活（雪）最大值風(fēng)（左）風(fēng)（右）可變荷載永久荷載①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③左邊柱柱頂截面M33.9811.85-4.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N657.23127.45-5.775.77965.65783.56792.43943.56957.231005.641005.64772.311005.64V-20.23-6.764.67-4.67-37.50-20.60-33.98-30.46-42.50-38.00-38.00-20.6042.50柱底截面M34.6512.46-5.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02左中柱柱頂截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7526.4412.5336.5424.3222.1222.1221.4332.32柱底截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7526.4412.5336.5424.3222.1222.1221.4332.32表6-121層右邊柱內(nèi)力組合表位置截面各個(gè)內(nèi)力恒荷載活（雪）最大值風(fēng)（左）風(fēng)（右）可變荷載永久荷載①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③右中柱柱頂截面M41.344.68-3.623.6256.9444.8957.5751.2359.6360.9460.9444.3260.94N275.9716.340.42-0.42356.34335.41323.45365.41364.45392.34392.34331.65392.34V-21.43-3.541.55-1.55-28.92-21.96-26.36-26.21-30.31-30.62-30.62-21.2430.62柱底截面M38.4712.347.97-7.9770.5262.4840.1678.6458.5670.5670.5662.4878.64N673.38128.375.88-5.88987.84816.34799.87977.28962.451037.501037.50816.341037.50V21.416.874.78-4.7837.5033.9820.6042.5030.4638.0038.0033.9842.50右邊柱柱頂截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7526.4412.5336.5424.3222.1222.1221.4332.32柱底截面M42.7713.7122.43-22.4319.2045.37-17.4246.94-9.5819.4519.4545.3746.94N880.84185.5011.16-11.161320.461076.751045.511308.581280.461379.001379.001076.751379.00V22.747.295.28-5.2812.5216.501.7318.835.5312.6912.6916.5018.837配筋計(jì)算混凝土強(qiáng)度C30，鋼筋強(qiáng)度HPB300， HRB335，，7.1框架梁截面設(shè)計(jì)7.1.1正截面受彎承載力計(jì)算頂層邊跨梁的跨中彎矩最大，。（1）T形梁翼緣計(jì)算寬度的確定REF_Ref4439\w\h[10]：1.按計(jì)算跨度2.按梁凈距3.按翼緣高度由于翼緣取較小值。（2）計(jì)算類型的判定：由于為第一類T型截面。（3）配筋計(jì)算：梁的截面尺寸為，跨中截面彎矩下部實(shí)配（）滿足最小配筋率的要求。上部按構(gòu)造要求配筋。其余配筋計(jì)算見(jiàn)下表：表7-14層框架梁正截面配筋表梁位置截面位置M（）實(shí)配鋼筋實(shí)配左邊跨梁左支座114.325066565.980.04090.0418300357.034Φ181017375跨中114.32500665232.280.01160.01273001089.754Φ201256375右支座114.3250665132.340.07180.0757300645.474Φ181017375中跨梁左支座114.325036580.880.17000.1876300816.114Φ181017375跨中114.380036570.750.04560.0475300662.803Φ18762375右支座114.325036580.880.17000.1876300816.114Φ181017375右邊跨梁左支座114.3250665132.340.07180.0757300645.474Φ181017375跨中114.32500665232.280.01160.01273001089.754Φ201256375右支座114.325066574.890.04090.0418300357.034Φ181017375表7-23層框架梁正截面配筋表梁位置截面位置M（）實(shí)配鋼筋實(shí)配左邊跨梁左支座114.3250665132.580.07200.0759300647.894Φ181017375跨中114.32500665190.720.01030.0104300894.234Φ181017375右支座114.3250665147.180.08090.0845300720.684Φ181017375中跨梁左支座114.325036568.980.14560.1594300693.454Φ181017375跨中114.380036550.480.03260.0342300477.213Φ18603375右支座114.325036568.980.14560.1594300693.454Φ181017375右邊跨梁左支座114.32506651570.08540.0905300771.424Φ181017375跨中114.32500665190.940.01030.0104300894.234Φ181017375右支座114.3250665132.700.07290.0759300647.794Φ181017375表7-32層框架梁正截面配筋表梁位置截面位置M（）實(shí)配鋼筋實(shí)配左邊跨梁左支座114.3250665147.360.08010.0846300721.604Φ181017375跨中114.32500665192.570.01050.0105300906.654Φ181017375右支座114.3250665168.570.09160.0974300830.394Φ181017375中跨梁左支座114.325036576.040.16250.1797300781.874Φ181017375跨中114.380036550.970.03230.0338300472.383Φ18762375右支座114.325036576.940.16250.1797300781.874Φ181017375右邊跨梁左支座114.3250665168.570.09160.0974300830.394Φ181017375跨中114.32500665192.570.01050.0105300906.634Φ181017375右支座114.3250665147.360.08090.0846300721.604Φ181017375表7-41層框架梁正截面配筋表梁位置截面位置M（）實(shí)配鋼筋實(shí)配左邊跨梁左支座114.3250665164.60.09050.0950300810.064Φ181017375跨中114.3250066558.380.00310.0031300276.664Φ181017375右支座114.3250665177.550.09650.1028300877.024Φ181017375中跨梁左支座114.325036582.480.17490.1937300843.074Φ181017375跨中114.380036550.890.03390.0345300482.133Φ18762375右支座114.325036570.580.14730.1614300702.154Φ181017375右邊跨梁左支座114.3250665177.550.09650.1028300877.024Φ181017375跨中114.32500665191.920.01040.0105300903.564Φ181017375右支座114.3250665164.40.09050.0950300810.064Φ1810173757.1.2受剪承載力計(jì)算整榀框架梁的最大固端剪力為：。（1）驗(yàn)算截面尺寸：，屬厚腹梁。因混凝土強(qiáng)度等級(jí)小于C50，故截面合理。（2）是否要算配置的箍筋：，按構(gòu)造配置箍筋。規(guī)范表示[8]，，箍筋的配筋率不應(yīng)小于；配（），滿足。總體框架截面尺寸、材料一致，用梁按配置箍筋。梁端加密區(qū)：。7.1.3裂縫寬度控制驗(yàn)算頂層邊跨梁：；跨中彎矩：（1）計(jì)算：。（2）計(jì)算：（3）計(jì)算：（4）計(jì)算：（5）計(jì)算：混凝土保護(hù)層厚度，（6），滿足要求。7.1.4受彎構(gòu)件的撓度驗(yàn)算頂層邊跨梁：；跨中最大標(biāo)準(zhǔn)組合計(jì)算彎矩。（1）計(jì)算：按荷載標(biāo)準(zhǔn)計(jì)算：按荷載效應(yīng)的準(zhǔn)永久組合：（2）計(jì)算：（3）計(jì)算：1.計(jì)算鋼筋與混凝土彈性模量比值2.計(jì)算縱向受拉鋼筋配筋率3.計(jì)算受壓翼緣面積與腹板有效面積的比值[8]4.計(jì)算短期剛度（4）計(jì)算：（5）計(jì)算梁的撓度并驗(yàn)算查《規(guī)范》撓度限值：所以，，滿足要求。7.2框架柱截面設(shè)計(jì)7.1.2軸壓比驗(yàn)算底層柱軸壓比，合理。7.2.2截面尺寸復(fù)核取，因?yàn)椋剩?，合理?.2.3正截面受彎承載力計(jì)算在柱的內(nèi)力組合表中挑選N和M大的組合，該組合：取底層柱長(zhǎng)度：（1）初始偏心矩：（2）偏心矩增大系數(shù)：回轉(zhuǎn)半徑由《規(guī)范》[7]知，應(yīng)計(jì)算系數(shù)根據(jù)《規(guī)范》，根據(jù)《規(guī)范》取根據(jù)《規(guī)范》（3）求作用點(diǎn)位置（軸向力到縱向鋼筋）（4）混凝土壓區(qū)高度x屬于小偏心受壓，則（5）求縱向鋼筋實(shí)配3Φ18（）；最小總配筋率，滿足要求。（6）驗(yàn)算配筋率全部縱向鋼筋每一側(cè)縱向鋼筋滿足要求。底層柱長(zhǎng)度：（1）初始偏心矩（2）偏心矩增大系數(shù)回轉(zhuǎn)半徑由《規(guī)范》知，應(yīng)計(jì)算系數(shù)由《規(guī)范》[8]，由《規(guī)范》[9]取由《規(guī)范》（3）求作用點(diǎn)位置（4）混凝土壓區(qū)高度x因?yàn)椋簩儆谛∑氖軌海瑒t（5）求縱向鋼筋實(shí)配3Φ20（）；最小總配筋率故合理。（6）驗(yàn)算配筋率全部縱向鋼筋每一側(cè)縱向鋼筋，滿足要求。驗(yàn)算受壓承載力，，。經(jīng)驗(yàn)算，計(jì)算是可行的。7.2.4斜截面受剪承載力計(jì)算最不利內(nèi)力組合，取。取由構(gòu)造配筋，使用，加密區(qū)使用。裂縫寬度驗(yàn)算：，可不驗(yàn)算裂縫寬度。柱配筋見(jiàn)下表：表7-54層左柱配筋表1位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②左邊柱柱頂截面M82.44242.6220.00262.621.001.001.0659.83200.65443.86394.833Φ18762400<04Φ8@200N341.34Φ8@200V41.454Φ8@200柱底截面M68.12189.2520.00209.251.001.001.0963.45200.65395.52229.803Φ18762400<04Φ8@200N361.063Φ187624003Φ8@200V41.433Φ187624003Φ8@200左中柱柱頂截面M60.57155.4920.00175.491.001.001.1168.71200.65360.42125.353Φ18762400<04Φ8@200N392.133Φ187624003Φ8@200V30.653Φ187624003Φ8@200柱底截面M52.07124.9520.00144.951.001.001.1272.34200.65336.0912.183Φ18762400<04Φ8@200N412.883Φ187624003Φ8@200V30.653Φ187624003Φ8@200N392.133Φ187624003Φ8@200表7-64層右柱配筋表1位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②右中柱柱頂截面M60.57155.4920.00175.491.001.001.1168.71200.65360.42125.353Φ18762400<04Φ8@200N392.133Φ187624003Φ8@200V30.653Φ187624003Φ8@200柱底截面M51.18124.9520.00144.951.001.001.1272.34200.65336.8112.983Φ18762400<04Φ8@200N412.883Φ187624003Φ8@200V30.653Φ187624003Φ8@200右邊柱柱頂截面M82.44242.6220.00261.731.001.001.0659.83200.65443.59394.833Φ18762400<04Φ8@200N341.33Φ187624003Φ8@200V41.433Φ187624003Φ8@200柱底截面M69.95213.5420.00233.741.001.001.0957.70200.65425.60281.953Φ18762400<04Φ8@200N329.163Φ187624003Φ8@200V41.813Φ187624003Φ8@200表7-73層左柱配筋表1位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②左邊柱柱頂截面M62.4692.3320.00112.331.001.001.18118.81200.65294.83-41.863Φ18762400<04Φ8@200N678.693Φ187624003Φ8@200V34.63Φ187624003Φ8@200柱底截面M63.5091.0920.00111.091.001.001.18122.44200.65290.72-38.373Φ18762400<04Φ8@200N699.443Φ187624003Φ8@200V34.63Φ187624003Φ8@200左中柱柱頂截面M48.4460.7620.0080.761.001.001.24139.90200.65265.46-219.463Φ18762400<04Φ8@200N799.33Φ187624003Φ8@200V26.623Φ187624003Φ8@200柱底截面M48.8459.6920.0078.691.001.001.24143.52200.65265.25-219.023Φ18762400<04Φ8@200N819.063Φ187624003Φ8@200V26.623Φ187624003Φ8@200表7-83層右柱配筋表1位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②右中柱柱頂截面M48.4460.7620.0080.761.001.001.24139.90200.65265.46-219.463Φ18762400<04Φ8@200N799.33Φ187624003Φ8@200V26.623Φ187624003Φ8@200柱底截面M48.8459.6920.0079.691.001.001.24143.52200.65265.25-219.023Φ18762400<04Φ8@200N819.063Φ187624003Φ8@200V26.623Φ187624003Φ8@200右邊柱柱頂截面M62.4692.3320.00112.331.001.001.18118.81200.65298.55-41.863Φ18762400<04Φ8@200N678.693Φ187624003Φ8@200V34.73Φ187624003Φ8@200柱底截面M63.5091.0920.00111.091.001.001.18122.44200.65297.46-38.373Φ18762400<04Φ8@200N699.443Φ187624003Φ8@200V34.63Φ187624003Φ8@200表7-92層左柱配筋表1位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②左邊柱柱頂截面M63.5062.5420.0082.541.001.001.24177.74200.65268.64-66.473Φ18762400<04Φ8@200N1015.783Φ187624003Φ8@200V34.883Φ187624003Φ8@200柱底截面M63.3960.0720.0080.071.001.001.24181.37200.65267.05-64.263Φ18762400<04Φ8@200N1026.543Φ187624003Φ8@200V34.883Φ187624003Φ8@200左中柱柱頂截面M48.8440.2920.0060.290.951.001.32213.36200.65244.15-180.143Φ18762400<04Φ8@200N1206.793Φ187624003Φ8@200V26.723Φ187624003Φ8@200柱底截面M48.7739.5420.0059.540.931.001.32217.32200.65244.99-176.373Φ18762400<04Φ8@200N1230.553Φ187624003Φ8@200V26.723Φ187624003Φ8@200表7-102層右柱配筋表1位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②右中柱柱頂截面M48.8440.2920.0060.290.951.001.32213.36200.65245.08-180.143Φ18762400<04Φ8@200N1206.793Φ187624003Φ8@200V26.723Φ187624003Φ8@200柱底截面M48.7739.5420.0059.540.931.001.32217.32200.65242.99-176.373Φ18762400<04Φ8@200N1227.553Φ187624003Φ8@200V26.723Φ187624003Φ8@200右邊柱柱頂截面M63.5062.5420.0082.541.001.001.24177.74200.65268.45-66.473Φ18762400<04Φ8@200N1015.763Φ187624003Φ8@200V34.883Φ187624003Φ8@200柱底截面M63.3960.0720.0080.071.001.001.24181.37200.65267.98-64.263Φ18762400<04Φ8@200N1036.543Φ187624003Φ8@200V34.883Φ187624003Φ8@200表7-111層左柱配筋表1位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②左邊柱柱頂截面M64.4562.5420.0082.541.001.001.24177.74200.65268.64-66.473Φ18762400<04Φ8@200N1352.993Φ187624003Φ8@200V36.883Φ187624003Φ8@200柱底截面M70.5660.0720.0080.071.001.001.24181.37200.65267.05-64.263Φ18762400<04Φ8@200N1373.743Φ187624003Φ8@200V36.883Φ187624003Φ8@200左中柱柱頂截面M49.2840.2920.0060.290.951.001.32213.36200.65244.15-180.143Φ18762400<04Φ8@200N1614.163Φ187624003Φ8@200V27.933Φ187624003Φ8@200柱底截面M52.7239.5420.0059.540.931.001.32217.32200.65244.99-176.373Φ18762400<04Φ8@200N1624.93Φ187624003Φ8@200V27.933Φ187624003Φ8@200表7-121層右柱配筋表2位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋右中柱柱頂截面M49.2847.3720.0067.560.901.001.24234.30200.65250.0177.683Φ18762400<04Φ8@200N1604.163Φ187624003Φ8@200V27.933Φ187624003Φ8@200柱底截面M52.7250.0920.0070.450.901.001.24235.80200.65253.45167.943Φ18762400<04Φ8@200N1634.73Φ187624003Φ8@200V27.933Φ187624003Φ8@200右邊柱柱頂截面M64.4530.1720.0050.250.691.001.29265.32200.65230.92206.043Φ18762400<04Φ8@200N1352.993Φ187624003Φ8@200V36.883Φ187624003Φ8@200柱底截面M70.5631.8820.0051.650.691.001.28266.01200.65231.44275.613Φ18762400<04Φ8@200N1373.743Φ187624003Φ8@200V36.883Φ187624003Φ8@200表7-134層左柱配筋表2位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②左邊柱柱頂截面M85.55276.5220.00295.541.001.001.0654.48200.65482.42457.683Φ20942400<04Φ8@200N310.73Φ187624003Φ8@200V42.703Φ187624003Φ8@200柱底截面M68.12189.2520.00218.451.001.001.0963.45200.65395.15229.803Φ20942400<04Φ8@200N361.843Φ187624003Φ8@200V41.433Φ187624003Φ8@200左中柱柱頂截面M65.14184.0920.00204.681.001.001.0962.07200.65391.00207.393Φ20942400<04Φ8@200N354.143Φ187624003Φ8@200V32.923Φ187624003Φ8@200柱底截面M54.70148.2320.00168.251.001.001.1165.29200.65354.1385.213Φ20942400<04Φ8@200N372.583Φ187624003Φ8@200V32.923Φ187624003Φ8@200表7-144層右柱配筋表2位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋右中柱柱頂截面M65.14184.0920.00204.891.001.001.0962.07200.65391.00207.393Φ20942400<04Φ8@200N354.143Φ187624003Φ8@200V32.923Φ187624003Φ8@200柱底截面M54.70148.2320.00168.651.001.001.1165.29200.65354.1385.213Φ20942400<04Φ8@200N372.583Φ187624003Φ8@200V32.923Φ187624003Φ8@200右邊柱柱頂截面M85.55276.5220.00295.561.001.001.0654.48200.65482.42457.683Φ20942400<04Φ8@200N310.73Φ187624003Φ8@200V42.703Φ187624003Φ8@200柱底截面M69.95213.5420.00236.421.001.001.0957.70200.65419.65281.953Φ20942400<04Φ8@200N329.163Φ187624003Φ8@200V42.703Φ187624003Φ8@200表7-153層左柱配筋表2位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②左邊柱柱頂截面M80.80127.2420.00147.871.001.001.12111.59200.65333.15160.403Φ20942400<04Φ8@200N636.543Φ187624003Φ8@200V40.293Φ187624003Φ8@200柱底截面M75.59115.5620.00134.621.001.001.15114.82200.65321.4798.263Φ20942400<04Φ8@200N655.873Φ187624003Φ8@200V40.293Φ187624003Φ8@200左中柱柱頂截面M66.4689.9820.00109.471.001.001.18129.57200.65295.89-23.033Φ20942400<04Φ8@200N740.253Φ187624003Φ8@200V35.593Φ187624003Φ8@200柱底截面M62.8683.3320.00103.111.001.001.20132.79200.65288.35-61.443Φ20942400<04Φ8@200N758.693Φ187624003Φ8@200V35.593Φ187624003Φ8@200表7-163層右柱配筋表2位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋右中柱柱頂截面M66.4689.9820.00109.751.001.001.18129.57200.65295.89-23.033Φ20942400<04Φ8@200N740.253Φ187624003Φ8@200V35.593Φ187624003Φ8@200柱底截面M62.8683.3320.00103.111.001.001.20132.79200.65288.35-61.443Φ20942400<04Φ8@200N758.693Φ187624003Φ8@200V35.593Φ187624003Φ8@200右邊柱柱頂截面M80.80127.2420.00147.251.001.001.12111.59200.65333.15160.403Φ20942400<04Φ8@200N636.543Φ187624003Φ8@200V40.293Φ187624003Φ8@200柱底截面M75.59115.5620.00135.541.001.001.15114.82200.65321.4798.263Φ20942400<04Φ8@200N655.873Φ187624003Φ8@200V40.293Φ187624003Φ8@200表7-172層左柱配筋表2位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋1.3*①+1.0*②左邊柱柱頂截面M89.4592.3720.00112.621.001.001.18169.34200.65298.28185.333Φ20942400<04Φ8@200N967.763Φ187624003Φ8@200V47.093Φ187624003Φ8@200柱底截面M85.3786.4020.00106.931.001.001.20172.57200.65292.41146.373Φ20942400<04Φ8@200N986.23Φ187624003Φ8@200V47.093Φ187624003Φ8@200左中柱柱頂截面M76.6867.0720.0087.691.001.001.24196.66200.65274.9794.423Φ20942400<04Φ8@200N1123.033Φ187624003Φ8@200V40.683Φ187624003Φ8@200柱底截面M71.9962.1520.0082.401.001.001.24199.89200.65268.0646.313Φ20942400<04Φ8@200N1134.493Φ187624003Φ8@200V40.683Φ187624003Φ8@200表7-182層右柱配筋表2位置截面各個(gè)內(nèi)力實(shí)際配筋實(shí)際配筋右中柱柱頂截面M76.6867.0720.0087.691.001.001.24196.66200.65274.9794.423Φ2