-PAGE2-舟山某六層公寓樓建筑結(jié)構(gòu)設(shè)計(jì)摘要此畢業(yè)設(shè)計(jì)為舟山某六層公寓樓建筑結(jié)構(gòu)設(shè)計(jì)，舟山地區(qū)是屬于A類地面粗糙度，其地震設(shè)防烈度7度，設(shè)計(jì)基本地震加速度為0.10g，抗震等級(jí)三級(jí)。，舟山六層公寓樓選用建筑框架結(jié)構(gòu)。開始設(shè)計(jì)階段我確定了建筑設(shè)計(jì)的部分，在此期間也仔細(xì)考慮了建筑節(jié)能部分的設(shè)計(jì)并繪制相應(yīng)的建筑圖紙；下一步進(jìn)行建筑結(jié)構(gòu)設(shè)計(jì)，荷載部分手算，使用結(jié)構(gòu)力學(xué)求解器電算恒荷載、活荷載、風(fēng)荷載及地震作用的內(nèi)力作用部分，內(nèi)力組合部分應(yīng)用PKPM軟件電算校核。經(jīng)過手算和電算對(duì)比選取比較合理的梁板柱配筋最終完成設(shè)計(jì)。關(guān)鍵詞：框架結(jié)構(gòu)；上人屋面；建筑節(jié)能設(shè)計(jì)；雙向板目錄TOC\o"1-3"\h\u3930第一章建筑設(shè)計(jì) 625811.1建筑平面設(shè)計(jì) 6319651.1.1建筑設(shè)計(jì)概要 6214531.1.2柱布置 7308701.2立面剖面設(shè)計(jì) 7100101.2.1抗震設(shè)計(jì) 714303第二章結(jié)構(gòu)設(shè)計(jì) 860972.1工程概況 8193702.1.1結(jié)構(gòu)布置及計(jì)算簡(jiǎn)圖 8219502.1.3計(jì)算簡(jiǎn)圖 993672.1.4線剛度計(jì)算 1058892.2荷載計(jì)算 11287552.2.1恒荷載計(jì)算 11108392.2.2豎向荷載作用下框架荷載計(jì)算 13254232.2.3風(fēng)荷載計(jì)算 1662852.2.4地震作用 16227382.3內(nèi)力計(jì)算 21140032.3.1恒荷載作用下的內(nèi)力計(jì)算 21176482.3.2活荷載作用下的內(nèi)力計(jì)算 26222212.3.3風(fēng)荷載作用下的內(nèi)力計(jì)算 3038232.3.4地震作用下的內(nèi)力計(jì)算 34294502.4內(nèi)力組合 38246102.5梁、柱截面設(shè)計(jì) 59204362.5.1框架梁的截面設(shè)計(jì)（第四層） 5946702.5.2框架柱的截面設(shè)計(jì) 62131042.6樓板的結(jié)構(gòu)設(shè)計(jì) 704372.6.1板的結(jié)構(gòu)計(jì)算簡(jiǎn) 7010952.7樓梯設(shè)計(jì) 7327553第三章建筑節(jié)能設(shè)計(jì) 77317593.1設(shè)計(jì)概況 77318083.1.1節(jié)能設(shè)計(jì) 776256參考文獻(xiàn) 79第一章建筑設(shè)計(jì)1.1建筑平面設(shè)計(jì)1.1.1建筑設(shè)計(jì)概要本設(shè)計(jì)是舟山六層公寓樓，要根據(jù)建筑的使用性質(zhì)、建設(shè)規(guī)模與標(biāo)準(zhǔn)的不同，確定這個(gè)公寓樓各種類別用房。此建筑的組成部分基本由休息部分、休閑部分和餐飲部分等組成。青年公寓內(nèi)各種房間的具體設(shè)置、層次和位置，應(yīng)根據(jù)使用要求和具體條件確定。根據(jù)使用要求，結(jié)合基地面積、結(jié)構(gòu)選型等情況按建筑模數(shù)確定柱距為7.8m×7.5m。一、原始設(shè)計(jì)資料原始設(shè)計(jì)條件：年平均溫度16℃最高氣溫25℃最低氣溫6℃年平均降雨量基本風(fēng)壓值基本雪壓二、交通部分建筑設(shè)計(jì)：在建筑設(shè)計(jì)過程中我經(jīng)過查閱規(guī)范在適合的位置設(shè)置了樓梯，在設(shè)計(jì)上下平面活動(dòng)樓梯的時(shí)候，我查閱了《建筑設(shè)計(jì)防火規(guī)范》、《民用建筑設(shè)計(jì)通則》等建筑設(shè)計(jì)規(guī)范的規(guī)定，確保樓梯的合理性和安全性。根據(jù)建筑物采光通風(fēng)的設(shè)計(jì)要求，盡量將樓梯安排在外墻附近并合理設(shè)計(jì)窗戶尺寸。1.1.2柱布置圖1-1柱布置圖1.2立面剖面設(shè)計(jì)結(jié)合建筑造型還有構(gòu)造規(guī)律等方面并大幅度的滿足住房要求和質(zhì)量要求的前提下進(jìn)行立面設(shè)計(jì)，最后也適當(dāng)考慮經(jīng)濟(jì)方面。與此同時(shí)要設(shè)計(jì)好窗戶的位置安排不僅要和前面的采光要求結(jié)合起來還有建筑美觀的需求。在確定各個(gè)樓層房間凈高的時(shí)候，要考慮房間的使用性質(zhì)還有上面所提及到的建筑采光和入住舒適度的需求，在建筑安全方面達(dá)標(biāo)的前提下也要顧全到建筑美觀對(duì)于建筑的重要性。剖面設(shè)計(jì)這一重要內(nèi)容需要考慮的內(nèi)容是建筑高度還有建筑層高，建筑層數(shù)以及空間結(jié)構(gòu)體系。1.2.1抗震設(shè)計(jì)抗震設(shè)防烈度為6度及以上地區(qū)的建筑必須進(jìn)行抗震設(shè)計(jì)?！督ㄖ拐鹪O(shè)計(jì)規(guī)范》規(guī)定浙江舟山地區(qū)抗震設(shè)防烈度為7度，必須進(jìn)行抗震設(shè)防。已知此舟山六層公寓樓建筑高度小于30m所以是三級(jí)建筑。第二章結(jié)構(gòu)設(shè)計(jì)2.1工程概況浙江舟山市擬建六層公寓樓，建筑類別二類。該地區(qū)屬于A類地面粗糙度地震設(shè)防烈度7度設(shè)計(jì)基本地震加速度0.10g，抗震等級(jí)三級(jí)。六層公寓樓采用的結(jié)構(gòu)形式是現(xiàn)澆整體框架。舟山市年平均溫度16℃年，平均降雨量1108mm，基本風(fēng)壓值0.85KN/㎡。建筑面積5782㎡。此設(shè)計(jì)選用現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu)，現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu)建筑平面布置比較靈活，大大增加建筑的使用空間且使得建筑立面容易處理。根據(jù)施工場(chǎng)地、建筑所在地、地質(zhì)條件，基礎(chǔ)選擇獨(dú)立基礎(chǔ)。2.1.1結(jié)構(gòu)布置及計(jì)算簡(jiǎn)圖一、梁截面尺寸估算選軸線9一榀框架計(jì)算軸線9AB,CD跨故取截面寬度故取縱向框架梁次梁截面高度故取二、框架柱截面尺寸估算中柱：邊柱：初選三、材料選擇1、混凝土強(qiáng)度等級(jí)：均選用C30。2、鋼筋級(jí)別：均選擇HRB400級(jí)鋼筋2.1.3計(jì)算簡(jiǎn)圖選擇9號(hào)軸線橫向框架計(jì)算簡(jiǎn)圖如圖2-1所示。圖2-19號(hào)軸線橫向框架計(jì)算簡(jiǎn)圖2.1.4線剛度計(jì)算（邊框框架梁取I=2I0）由于樓面板與框架梁的混凝土一起澆搗，對(duì)于邊框框架梁取I=2I0。AB、CD跨：BC跨：A軸～D軸底層柱：A軸～D軸其余各層柱：2.2荷載計(jì)算2.2.1恒荷載計(jì)算1、屋面框架梁線荷載標(biāo)準(zhǔn)值：鋁基反光保護(hù)層，20厚水泥砂漿25厚擠塑聚苯板塑料保溫層3厚SBS改性瀝青防水卷材0.420厚1：3水泥砂漿找平層20×0.02=0.40水泥焦渣混凝土找坡10×0.03=0.30100厚鋼筋混凝土屋面板25×0.12=3.010厚板底抹灰20×0.01=0.20合計(jì)5.072、樓面框架梁線荷載標(biāo)準(zhǔn)值：瓷磚地面（包括水泥粗砂打底）0.5520厚1：3水泥砂漿找平層20×0.02=0.40100厚鋼筋混凝土樓板25×0.1=2.50合計(jì)3.853、屋面及樓面可變荷載標(biāo)準(zhǔn)值上人屋面均布活荷載標(biāo)準(zhǔn)值2.0樓面活載標(biāo)準(zhǔn)值2.0屋面雪荷載標(biāo)準(zhǔn)值走廊4、梁自重AB,CD抹灰層合計(jì)梁自重BC抹灰層合計(jì)梁自重次梁抹灰層合計(jì)柱自重抹灰層合計(jì)外縱墻自重標(biāo)準(zhǔn)層鋁合金窗戶面磚外墻面水泥砂漿內(nèi)墻面保溫層合計(jì)內(nèi)墻自重水泥砂漿墻面合計(jì)2.2.2豎向荷載作用下框架荷載計(jì)算AB軸間框架梁屋面板傳荷載：恒荷載：活荷載：樓面板傳荷載：恒荷載：活荷載：梁自重:AB軸間框架梁均布荷載為：屋面梁：恒荷載=梁自重+屋面板傳恒荷載=活荷載=屋面板傳活荷載樓面梁：恒荷載=梁自重+樓面板傳恒荷載+內(nèi)墻自重=活荷載=樓面板傳荷載=BC軸間框架梁屋面板傳荷載：恒荷載：活荷載：樓面板傳荷載：恒荷載：活荷載：BC軸間框架梁均布荷載：屋面梁：恒荷載=梁自重+屋面板傳恒荷載=活荷載=屋面板傳活荷載樓面梁：恒荷載=梁自重+樓面板傳恒荷載=活荷載=樓面板傳荷載=CD軸間框架梁屋面梁：恒荷載=梁自重+屋面板傳恒荷載=活荷載=屋面板傳活荷載樓面梁：恒荷載=梁自重+樓面板傳恒荷載+內(nèi)墻自重=活荷載=樓面板傳荷載=A軸柱縱向集中荷載的計(jì)算女兒墻做法：1200mm墻高，100mm的混凝土壓頂女兒墻自重：頂層柱：恒荷載=女兒墻自重+梁自重+屋面板傳恒荷載=活荷載=屋面板傳活荷載=標(biāo)準(zhǔn)層柱：恒荷載=墻自重+梁自重+樓面板傳荷載=活荷載=樓面板活荷載=B軸柱縱向集中荷載的計(jì)算頂層柱：恒荷載=梁自重+屋面板傳荷載=活荷載=屋面板傳活荷載=標(biāo)準(zhǔn)層柱：恒荷載=內(nèi)墻自重+梁自重+樓面板傳荷載=活荷載=樓面板傳活荷載=C軸柱縱向集中荷載的計(jì)算頂層柱：恒荷載=活荷載=標(biāo)準(zhǔn)層柱：恒荷載=活荷載=D軸柱縱向集中荷載的計(jì)算頂層柱：恒荷載=活荷載=標(biāo)準(zhǔn)層柱：恒荷載=活荷載=2.2.3風(fēng)荷載計(jì)算作用在屋面梁和樓面節(jié)點(diǎn)處的集中風(fēng)荷載標(biāo)準(zhǔn)值為：表2-1風(fēng)荷載標(biāo)準(zhǔn)值離地高z（）21.10.841.001.30.854.53.326.0617.80.741.001.30.853.33.321.0514.50.741.001.30.853.33.321.0511.20.741.001.30.853.33.321.057.90.741.001.30.853.33.321.054.60.741.001.30.854.63.624.40風(fēng)荷載作用下框架側(cè)移計(jì)算表2-2風(fēng)荷載作用下框架側(cè)移計(jì)算表層數(shù)層高63.339.472742040.53210.9151/620353.371.332742040.96110.3831/343443.3101.332742041.3659.4221/241733.3124.392742041.6748.0571/197123.3153.687742042.0716.3831/159314.6192.884447304.3124.3121/9282.2.4地震作用重力荷載代表值集中到頂層處的質(zhì)點(diǎn)重力荷載代表值G6屋面荷載：雪荷載：梁自重：半層柱：半層墻自重：女兒墻全重：合計(jì)：集中到二到五層處的質(zhì)點(diǎn)重力荷載代表值G2-G5樓面荷載：0.5活荷載：梁自重：上下各半層柱自重：上下各半層墻自重：合計(jì)：集中到底層處的質(zhì)點(diǎn)重力荷載代表值G1合計(jì)：計(jì)算方法：自振周期的計(jì)算框架梁柱的抗側(cè)移剛度計(jì)算表2-3框架梁柱的抗側(cè)移剛度計(jì)算表?xiàng)U件截面尺寸彈性模量EcI（）L相對(duì)剛度bh邊框架梁BC、DE2507003010.7275004.290.91CD250400302.024002.50.53中框架梁BC、DE2507003014.2875005.711.20CD250400302.6724003.340.70框架柱底層600600305.2140003.910.82其他層600600305.2133004.741表2-42-6層框架柱橫向側(cè)移剛度表構(gòu)件名稱A軸1.20.37515654B軸1.90.48721448C軸1.90.48721448D軸1.20.37515654表2-5底層框架柱橫向側(cè)移剛度構(gòu)件名稱A軸1.460.5669488B軸2.3150.68412877C軸2.3150.68412877D軸1.460.5669488表2-6樓層假想位移計(jì)算表層數(shù)61137.6771137.6777420428.519719.40751224.832362.5077420459.222690.88841224.833587.3377420489.926631.66631224.834812.16774204120.630541.7421224.836036.99774204151.334421.1111367.2647404.26144730269.776269.776基本自振周期水平地震作用標(biāo)準(zhǔn)值的計(jì)算頂部附加地震作用系數(shù)：表2-7地震作用下框架側(cè)移計(jì)算層數(shù)層高63.321.11137.67723322.3790.26353.317.81224.8321067.0670.23743.314.51224.8317025.1370.19233.311.21224.8312983.1980.14623.37.91224.838941.2590.10114.64.61367.2645469.0560.06273.114109.894742041.48121.6321/248765.886175.78742042.37020.1511/216553.376229.156742043.08817.7811/178940.588269.744742043.63514.6931/145528.078297.822742044.01411.0581/136517.283315.105447307.0447.0441/784圖2-2剪力分布圖2.3內(nèi)力計(jì)算2.3.1恒荷載作用下的內(nèi)力計(jì)算表2-8恒荷載作用下內(nèi)力計(jì)算表調(diào)幅系數(shù)跨中彎矩放大1.00梁跨層號(hào)梁端彎矩梁上線荷載M簡(jiǎn)支跨中彎矩0.15調(diào)幅后梁端彎矩M'M跨中最終M跨中梁端剪力左右左右左右AB6-94.19-100.5624.49172.2074.826-80.06-85.4878.2678.2678.26-63.12-87.81L=5-219.05-228.3315.81111.16-112.535-186.20-194.08-110.31-110.31-110.3110.44-195.647.504-115.14-117.5315.81111.16-5.174-97.87-99.90-2.95-2.95-2.9522.20-97.523-111.55-114.7715.81111.16-2.003-94.82-97.560.230.230.23-3.54-97.632-112.53-116.0515.81111.16-3.132-95.65-98.65-0.91-0.91-0.91-3.30-97.671-109.31-112.8115.81111.160.111-92.91-95.892.332.332.3320.71-97.67BC6-100.64-86.2724.49172.2078.7412-85.54-73.3382.1882.1882.18-44.90-85.05L=5-117.11-112.6215.81111.16-3.7011-99.54-95.73-1.48-1.48-1.4813.01-96.602.404-117.55-110.0515.81111.16-2.6310-99.92-93.54-0.41-0.41-0.41-1.76-96.203-116.98-110.4915.81111.16-2.579-99.43-93.91-0.35-0.35-0.350.68-96.332-117.29-111.3115.81111.16-3.148-99.69-94.62-0.91-0.91-0.91-4.18-96.401-113.53-108.7115.81111.160.057-96.50-92.402.272.272.2720.62-96.56CD6-5.41-18.4824.49172.20160.2518-4.60-15.71163.69163.69163.69-0.06-15.93L=5-14.83-1.0615.81111.16103.2217-12.61-0.90105.44105.44105.44-1.005.747.504-2.57-12.3615.81111.16103.7016-2.19-10.50105.92105.92105.920.06-12.643-6.99-9.8615.81111.16102.7415-5.94-8.38104.96104.96104.96-0.25-9.762-6.50-9.1015.81111.16103.3614-5.53-7.73105.59105.59105.590.67-9.651-9.07-10.3815.81111.16101.4413-7.71-8.82103.66103.66103.66-1.24-9.11圖2-3恒荷載作用下彎矩圖圖2-4恒荷載作用下軸力圖圖2-5恒荷載作用下剪力圖

2.3.2活荷載作用下的內(nèi)力計(jì)算表2-9活荷載作用下內(nèi)力計(jì)算表調(diào)幅系數(shù)跨中彎矩放大1.20梁跨層號(hào)梁端彎矩梁上線荷載M簡(jiǎn)支跨中彎矩0.15調(diào)幅后梁端彎矩M'M跨中最終M跨中梁端剪力左右左右左右AB6-29.49-32.2424.49172.20141.336-25.07-27.41144.77144.77173.73-19.12-28.23L=5-62.56-65.9415.81111.1646.915-53.18-56.0549.1449.1458.964.15-56.187.54-32.60-34.0915.81111.1677.824-27.71-28.9780.0480.0496.056.17-28.063-31.64-33.2815.81111.1678.713-26.89-28.2980.9380.9397.12-1.00-28.082-31.96-33.5915.81111.1678.392-27.17-28.5580.6180.6196.73-0.96-28.081-31.10-32.6215.81111.1679.311-26.43-27.7281.5381.5397.845.91-28.06BC6-31.98-27.5724.49172.20142.4212-27.19-23.44145.86145.86175.03-13.96-27.27L=5-33.72-32.4315.81111.1678.0911-28.66-27.5780.3180.3196.375.05-27.692.44-33.82-31.4215.81111.1678.5410-28.75-26.7180.7780.7796.92-0.72-27.543-33.66-31.5915.81111.1678.549-28.61-26.8580.7680.7696.910.21-27.592-33.70-31.8615.81111.1678.388-28.65-27.0880.6080.6096.72-1.21-27.621-32.60-31.1615.81111.1679.287-27.71-26.4881.5181.5197.815.88-27.67CD6-1.98-5.8524.49172.20168.2818-1.68-4.97171.73171.73206.07-0.18-4.76L=5-4.10-0.3215.81111.16108.9517-3.49-0.27111.18111.18133.41-0.281.587.54-1.26-4.2115.81111.16108.4316-1.07-3.58110.66110.66132.79-0.02-5.173-2.51-3.4715.81111.16108.1715-2.14-2.95110.40110.40132.48-0.11-4.342-2.38-3.2515.81111.16108.3514-2.02-2.76110.57110.57132.690.15-4.301-3.11-3.6015.81111.16107.8113-2.64-3.06110.03110.03132.04-0.31-4.14圖2-6活荷載作用下彎矩圖圖2-7活荷載作用下剪力圖圖2-8活荷載作用下軸力圖

2.3.3風(fēng)荷載作用下的內(nèi)力計(jì)算表2-10風(fēng)荷載作用下框架內(nèi)力計(jì)算表調(diào)幅系數(shù)跨中彎矩放大1.00梁跨層號(hào)梁端彎矩梁上線荷載M簡(jiǎn)支跨中彎矩0調(diào)幅后梁端彎矩M'M跨中最終M跨中梁端剪力左右左右左右AB613.26-12.4824.49172.20172.59613.26-12.48176.03176.03176.03-20.82-3.43L=525.00-24.1715.81111.16111.58525.00-24.17113.80113.80113.80-16.81-6.567.5438.20-36.8915.81111.16111.82438.20-36.89114.04114.04114.04-16.89-10.01351.49-49.6215.81111.16112.10351.49-49.62114.32114.32114.32-16.73-13.48263.44-61.2815.81111.16112.24263.44-61.28114.47114.47114.47-17.68-16.63170.72-67.0715.81111.16112.99170.72-67.07115.21115.21115.21-14.15-18.37BC612.53-13.1024.49172.20171.911212.53-13.10175.35175.35175.35-5.09-3.42L=524.17-24.9115.81111.16110.791124.17-24.91113.02113.02113.02-4.47-6.542.4436.88-38.2115.81111.16110.501036.88-38.21112.72112.72112.72-4.08-10.01349.61-51.4715.81111.16110.24949.61-51.47112.46112.46112.46-4.25-13.48261.36-63.6015.81111.16110.05861.36-63.60112.27112.27112.27-3.91-16.66166.80-70.2515.81111.16109.44766.80-70.25111.66111.66111.66-8.90-18.27CD65.07-5.1224.49172.20172.17185.07-5.12175.61175.61175.61-13.12-4.25L=512.33-12.3515.81111.16111.151712.33-12.35113.38113.38113.38-10.53-10.297.5420.04-20.0315.81111.16111.171620.04-20.03113.39113.39113.39-10.51-16.69327.84-27.8515.81111.16111.161527.84-27.85113.39113.39113.39-10.48-23.20235.32-35.3215.81111.16111.161435.32-35.32113.39113.39113.39-10.83-29.43138.60-38.5815.81111.16111.171338.60-38.58113.40113.40113.40-11.37-32.16圖2-9風(fēng)荷載作用下彎矩圖圖2-10風(fēng)荷載作用下剪力圖圖2-11風(fēng)荷載作用下軸力圖2.3.4地震作用下的內(nèi)力計(jì)算表2-11地震作用下框架內(nèi)力計(jì)算表調(diào)幅系數(shù)跨中彎矩放大1.00梁跨層號(hào)梁端彎矩梁上線荷載M簡(jiǎn)支跨中彎矩0調(diào)幅后梁端彎矩M'M跨中最終M跨中梁端剪力左右左右左右AB637.27-35.1324.49172.20173.26637.27-35.13176.71176.71176.71-58.74-9.65L=571.62-69.1915.81111.16112.38571.62-69.19114.61114.61114.61-51.86-18.777.54107.91-103.9815.81111.16113.134107.91-103.98115.36115.36115.36-42.93-28.253137.26-132.1115.81111.16113.743137.26-132.11115.96115.96115.96-32.34-35.922156.31-150.6515.81111.16113.992156.31-150.65116.21116.21116.21-23.63-40.931157.82-149.9715.81111.16115.091157.82-149.97117.31117.31117.31-4.67-41.04BC635.46-37.1524.49172.20171.351235.46-37.15174.79174.79174.79-14.27-9.68L=569.12-71.2715.81111.16110.091169.12-71.27112.31112.31112.31-13.90-18.722.44103.62-107.3715.81111.16109.2910103.62-107.37111.51111.51111.51-10.45-28.133131.80-136.7315.81111.16108.709131.80-136.73110.92110.92110.92-8.23-35.802150.37-155.8515.81111.16108.438150.37-155.85110.65110.65110.65-4.62-40.831149.61-157.2115.81111.16107.377149.61-157.21109.59109.59109.59-12.15-40.91CD614.67-14.8324.49172.20172.111814.67-14.83175.56175.56175.56-37.04-12.29L=535.72-35.7715.81111.16111.141735.72-35.77113.36113.36113.36-32.45-29.797.5456.68-56.6415.81111.16111.181656.68-56.64113.41113.41113.41-26.79-47.22374.09-74.0715.81111.16111.171574.09-74.07113.40113.40113.40-20.27-61.74286.40-86.3715.81111.16111.181486.40-86.37113.40113.40113.40-14.13-71.99186.19-86.1715.81111.16111.181386.19-86.17113.40113.40113.40-8.38-71.82圖2-12地震作用下彎矩圖圖2-13地震作用下剪力圖圖2-14地震作用下軸圖2.4內(nèi)力組合以上在恒荷載、活荷載、風(fēng)荷載、地震作用下經(jīng)過結(jié)構(gòu)力學(xué)求解器求得框架內(nèi)力后，內(nèi)力組合是選用可能發(fā)生又是最有可能造成建筑破壞的組合情況下。而內(nèi)力調(diào)幅是在內(nèi)力組合之前對(duì)荷載作用的調(diào)整，這是考慮到結(jié)構(gòu)內(nèi)力重分布的情況下。梁支座邊的內(nèi)力：此方案采用了如下表幾種內(nèi)力組合。層次控制截面不利內(nèi)力恒載活載左風(fēng)載右風(fēng)載不考慮地震的組合不利內(nèi)力SGKSQKSWK（左）SWK（右）1.3恒+1.5活1.3恒+1.5風(fēng)（不利）1.0恒+1.4風(fēng)（有利）+Mmax-Mmax|V|MAX左風(fēng)右風(fēng)左風(fēng)右風(fēng)六層AM-94.19-29.4913.25-13.25-166.68-154.76-178.61-133.54-145.03-133.54-178.61V-63.12-19.12-20.8220.82-110.74-129.47-92.00-133.36-51.97-51.97-133.36133.36B左M-100.56-32.24-12.5812.58-179.09-190.41-167.77-183.45-115.54-115.54-190.41V-87.81-28.23-3.433.43-156.50-159.59-153.41-148.94-112.31-112.31-159.59159.59B右M-16.50-33.7112.53-12.53-72.02-60.74-83.29-38.05-70.69-38.05-83.29V-44.905.04-5.095.09-50.81-55.39-46.23-60.71-31.97-31.97-60.7160.71CM-86.27-32.44-13.1013.10-160.81-172.60-149.02-165.86-100.68-100.68-172.60V-88.88-27.36-3.423.42-156.58-159.66-153.51-149.40-112.48-112.48-159.66159.66跨間MAB78.26173.73176.03-176.03362.33520.76203.91548.20-3.37548.20-3.37MBC82.18175.03175.35-175.35369.38527.19211.56553.642.94553.642.94553.64五層AM-219.05-62.5624.99-24.99-378.61-356.11-401.10-312.97-322.22-312.97-401.10V10.444.15-16.8116.8119.804.6734.93-7.2940.0140.01-7.2940.01B左M-195.64-65.94-24.1724.17-353.24-375.00-331.49-359.82-228.62-228.62-375.00V-97.52-56.18-6.566.56-211.05-216.95-205.14-195.61-146.67-146.67-216.95216.95B右M-117.11-33.7224.17-24.17-202.82-181.07-224.58-151.39-188.77-151.39-224.58V13.015.05-4.474.4724.4920.4728.5115.5125.0228.5115.5128.51CM-112.62-32.44-24.0924.09-195.07-216.75-173.39-216.60-110.55-110.55-216.75V-96.60-27.69-6.546.54-167.12-173.00-161.23-164.46-115.86-115.86-173.00173.00跨間MAB-110.3158.96113.80-113.80-54.9647.46-157.3889.21-219.1089.21-219.10MBC-1.4896.37113.02-113.02142.63244.3540.91268.79-69.82268.79-69.82268.79四層AM-115.14-32.6038.19-38.19-198.58-164.21-232.95-126.63-206.66-126.63-232.95V22.196.17-16.8916.8938.1022.9053.309.9954.0054.009.9954.00B左M-117.53-34.09-36.8936.89-203.92-237.13-170.72-243.92-97.99-97.99-243.92V-97.52-28.06-10.0110.01-168.87-177.88-159.86-171.25-111.97-111.97-177.88177.88B右M-117.55-33.8236.88-36.88-203.55-170.35-236.74-133.01-208.38-133.01-236.74V-1.76-0.72-4.084.08-3.37-7.040.30-9.163.603.60-9.169.16CM-110.05-31.42-38.2138.21-190.20-224.58-155.81-233.37-85.73-85.73-233.37V-96.20-27.54-10.0110.01-166.37-175.38-157.36-168.99-110.10-110.10-175.38175.38跨間MAB-2.9596.05114.04-114.04140.24242.8837.60268.08-73.16268.08-73.16MBC-0.4196.92112.72-112.72144.85246.3043.40270.31-67.72270.31-67.72270.31三層AM-111.55-31.6451.59-51.59-192.48-146.04-238.91-100.85-222.16-100.85-238.91V-3.54-0.10-16.7316.73-4.75-19.8110.31-29.8021.4521.45-29.8029.80B左M-114.77-33.28-49.6249.62-199.12-243.78-154.46-258.58-75.28-75.28-258.58V-97.63-28.08-13.4813.48-169.04-181.17-156.91-176.62-106.89-106.89-181.17181.17B右M-116.98-33.6649.61-49.61-202.56-157.92-247.21-113.00-226.74-113.00-247.21V0.680.21-4.244.241.20-2.625.02-5.267.267.26-5.267.26CM-110.49-31.59-51.4751.47-191.02-237.35-144.70-254.01-66.45-66.45-254.01V-96.33-27.59-13.4813.48-166.61-178.75-154.48-174.42-105.08-105.08-178.75178.75跨間MAB0.2397.12114.32-114.32145.98248.8743.09273.76-69.27273.76-69.27MBC-0.3596.91112.46-112.46144.91246.1243.70269.99-67.28269.99-67.28269.99二層AM-112.53-31.9663.44-63.44-194.23-137.13-251.33-84.69-241.25-84.69-251.33V-3.30-0.96-17.6817.68-5.73-21.6410.18-31.8222.2122.21-31.8231.82B左M-116.05-33.59-61.2861.28-201.25-256.40-146.10-278.05-59.40-59.40-278.05V-97.67-28.08-16.6316.63-169.09-184.06-154.12-181.40-102.21-102.21-184.06184.06B右M-117.29-33.7061.36-61.36-203.03-147.80-258.25-95.82-244.72-95.82-258.25V-4.18-1.21-3.913.91-7.25-10.77-3.73-12.570.410.41-12.5712.57CM-111.31-31.86-63.6063.60-192.49-249.73-135.25-273.56-49.36-49.36-273.56V-96.40-27.62-16.6616.66-166.75-181.74-151.76-179.31-100.41-100.41-181.74181.74跨間MAB-0.9196.73114.47-114.47143.91246.9440.89272.09-71.05272.09-71.05MBC-0.9196.72112.26-112.26143.90244.9342.86268.76-67.74268.76-67.74268.76一層AM-109.31-31.0970.72-70.72-188.74-125.09-252.39-68.67-248.03-68.67-252.39V20.715.91-14.1514.1535.7923.0548.5211.9048.1448.5211.9048.52B左M-112.81-32.62-67.0767.07-195.58-255.95-135.22-281.51-46.46-46.46-281.51V-97.67-28.06-18.3718.37-169.06-185.59-152.53-183.99-99.58-99.58-185.59185.59B右M-113.53-32.6066.80-66.80-196.49-136.37-256.61-81.62-247.96-81.62-256.61V20.625.87-8.908.9035.6127.6043.6219.6240.1343.6219.6243.62CM-108.71-31.16-70.2470.24-188.06-251.28-124.85-279.40-36.07-36.07-279.40V-95.56-27.67-18.2718.27-165.73-182.18-149.29-180.69-97.21-97.21-182.18182.18跨間MAB2.3397.84115.21-115.21149.79253.4846.10278.58-67.75278.58-67.75MBC2.2797.81111.66-111.66149.67250.1649.17273.14-62.52273.14-62.52273.14表2-13框架梁考慮地震內(nèi)力組合表層次控制截面不利內(nèi)力恒載活載左風(fēng)載右風(fēng)載左震右震考慮地震的組合不利內(nèi)力｜M｜max及相應(yīng)NSGKSQKSWK（左）SWK（右）SEK（左）SEK（右）rRE(1.3重力載+1.5地震）(不利）rRE(1.0重力載+1.3地震)（有利）+Mmax-Mmax|V|MAX左震右震左震右震六層AM-94.19-29.4913.25-13.2537.27-37.27-64.28-148.14-45.36-118.04-45.36-148.14V-63.12-19.12-20.8220.82-58.7458.74-136.95-4.78-111.782.762.76-136.95136.95136.95B左M-100.56-32.24-12.5812.58-35.1335.13-153.28-74.24-121.76-53.26-53.26-153.28V-87.81-28.23-3.433.43-9.659.65-110.23-88.52-85.85-67.04-67.04-110.23110.23110.23B右M-16.50-33.7112.53-12.5335.46-35.467.37-72.419.56-59.599.56-72.41V-44.905.04-5.095.09-14.2714.27-57.37-25.27-45.70-17.87-17.87-57.3757.3757.37CM-86.27-32.44-13.1013.10-37.1537.15-141.72-58.13-113.09-40.65-40.65-141.72V-88.88-27.36-3.423.42-9.689.68-110.89-89.11-86.36-67.48-67.48-110.89110.89110.89跨間MAB78.26173.73176.03-176.03176.71-176.71359.80-37.80296.14-48.45359.80-48.45MBC82.18175.03175.35-175.35174.79-174.79362.09-31.19297.69-43.15362.09-43.15362.09362.09五層AM-219.05-62.5624.99-24.9971.62-71.62-163.50-324.64-117.92-257.58-117.92-324.64V10.444.15-16.8116.81-51.8651.86-46.1470.54-41.1859.9570.54-46.1470.5470.54B左M-195.64-65.94-24.1724.17-69.1869.18-300.72-145.07-238.91-104.01-104.01-300.72V-97.52-56.18-6.566.56-18.7718.77-143.59-101.35-112.51-75.91-75.91-143.59143.59143.59B右M-117.11-33.7224.17-24.1769.12-69.12-52.86-208.38-33.09-167.87-33.09-208.38V13.015.05-4.474.47-13.9013.90-0.4930.78-1.9025.2030.78-1.9030.7830.78CM-112.62-32.44-24.0924.09-71.2671.26-205.79-45.45-166.11-27.15-27.15-205.79V-96.60-27.69-6.546.54-18.7218.72-128.74-86.62-101.09-64.58-64.58-128.74128.74128.74跨間MAB-110.3158.96113.80-113.80114.61-114.6150.13-207.7551.12-172.3751.12-207.75MBC-1.4896.37113.02-113.02112.31-112.31171.89-80.81144.53-74.47171.89-80.81171.89171.89四層AM-115.14-32.6038.19-38.19107.91-107.91-6.76-249.556.63-203.796.63-249.55V22.196.17-16.8916.89-42.9342.93-23.6572.94-22.9060.8172.94-23.6572.9472.94B左M-117.53-34.09-36.8936.89-103.98103.98-248.19-14.23-202.310.450.45-248.19V-97.52-28.06-10.0110.01-28.2528.25-140.54-76.98-111.21-56.12-56.12-140.54140.54140.54B右M-117.55-33.8236.88-36.88103.62-103.62-14.53-247.670.18-201.870.18-247.67V-1.76-0.72-4.084.08-10.4510.45-13.829.69-11.788.609.69-13.8213.8213.82CM-110.05-31.42-38.2138.21-107.37107.37-243.41-1.82-199.0110.3710.37-243.41V-96.20-27.54-10.0110.01-28.1328.13-138.87-75.57-109.90-55.05-55.05-138.87138.87138.87跨間MAB-2.9596.05114.04-114.04115.36-115.36173.73-85.83146.28-78.67173.73-85.83MBC-0.4196.92112.72-112.72111.51-111.51172.30-78.60144.76-72.68172.30-78.60172.30172.30三層AM-111.55-31.6451.59-51.59137.26-137.2630.23-278.6038.30-229.3638.30-278.60V-3.54-0.10-16.7316.73-32.3432.34-39.8832.88-34.2228.8432.88-39.8839.8839.88B左M-114.77-33.28-49.6249.62-132.11132.11-276.7520.50-227.3630.2530.25-276.75V-97.63-28.08-13.4813.48-35.9235.92-149.29-68.47-118.77-48.73-48.73-149.29149.29149.29B右M-116.98-33.6649.61-49.61131.80-131.8017.81-278.7428.15-228.8628.15-278.74V0.680.21-4.244.24-8.238.23-8.4910.02-7.448.6110.02-8.4910.0210.02CM-110.49-31.59-51.4751.47-136.73136.73-276.9530.69-228.0338.6038.60-276.95V-96.33-27.59-13.4813.48-35.8035.80-147.65-67.10-117.50-47.69-47.69-147.65147.65147.65跨間MAB0.2397.12114.32-114.32115.96-115.96178.03-82.88149.65-76.47178.03-82.88MBC-0.3596.91112.46-112.46110.92-110.92171.69-77.88144.23-72.07171.69-77.88171.69171.69二層AM-112.53-31.9663.44-63.44156.31-156.3150.55-301.1556.02-248.7856.02-301.15V-3.30-0.96-17.6817.68-23.6323.63-30.2722.90-25.8720.2022.90-30.2730.2730.27B左M-116.05-33.59-61.2861.28-150.65150.65-299.0139.96-246.5247.2547.25-299.01V-97.67-28.08-16.6316.63-40.9340.93-154.96-62.87-123.69-43.88-43.88-154.96154.96154.96B右M-117.29-33.7061.36-61.36150.37-150.3738.38-299.9546.01-247.2246.01-299.95V-4.18-1.21-3.913.91-4.624.62-9.860.53-8.090.920.92-9.869.869.86CM-111.31-31.86-63.6063.60-155.85155.85-299.3951.27-247.3856.5256.52-299.39V-96.40-27.62-16.6616.66-40.8340.83-153.39-61.52-122.47-42.85-42.85-153.39153.39153.39跨間MAB-0.9196.73114.47-114.47116.21-116.21177.00-84.47148.90-77.71177.00-84.47MBC-0.9196.72112.26-112.26110.65-110.65170.75-78.22143.47-72.30170.75-78.22170.75170.75一層AM-109.31-31.0970.72-70.72157.82-157.8255.81-299.2860.23-247.5260.23-299.28V20.715.91-14.1514.15-4.674.6717.8228.3313.2022.3028.3313.2028.3328.33B左M-112.81-32.62-67.0767.07-149.97149.97-294.6142.82-243.0649.3849.38-294.61V-97.67-28.06-18.3718.37-41.0341.03-155.07-62.75-123.78-43.77-43.77-155.07155.07155.07B右M-113.53-32.6066.80-66.80149.61-149.6141.73-294.9048.50-243.2448.50-294.90V20.625.87-8.908.90-4.624.6217.7728.1613.1622.1728.1613.1628.1628.16CM-108.71-31.16-70.2470.24-155.85155.85-296.5154.15-245.1758.7458.74-296.51V-95.56-27.67-18.2718.27-40.8340.83-152.59-60.73-121.86-42.24-42.24-152.59152.59152.59跨間MAB2.3397.84115.21-115.21117.31-117.31181.94-82.01152.81-75.94181.94-82.01MBC2.2797.81111.66-111.66109.59-109.59173.18-73.39145.23-68.47173.18-73.39173.18173.18表2-14框架A柱彎矩和軸力組合表層次控制截面不利內(nèi)力恒載活載左風(fēng)載右風(fēng)載左震右震不考慮地震的組合｜M｜max及相應(yīng)NNMAX及相應(yīng)MNMIN及相應(yīng)M｜M｜max及相應(yīng)NSGKSQKSWK（左）SWK（右）SEK（左）SEK（右）1.3恒+1.5活1.3恒+1.5風(fēng)（不利）1.0恒+1.4風(fēng)（有利）左風(fēng)右風(fēng)左風(fēng)右風(fēng)6柱頂M-94.19-29.4913.26-13.2637.27-37.27-166.68-154.75-178.62-133.52-145.04178.62178.62N-277.99-75.603.32-3.329.34-9.34-474.79-471.80-477.78-435.79-362.35-362.35-477.78477.78柱底M114.1133.12-3.983.98-9.999.99198.02194.44201.61177.15154.86201.61201.61N-94.19-75.603.32-3.329.34-9.34-235.85-232.86-238.84-196.85-178.55-178.55-238.84238.845柱頂M-104.95-29.4421.02-21.0261.63-61.63-180.60-161.68-199.51-135.82-167.39199.51199.51N-649.09-178.889.88-9.8828.12-28.12-1112.14-1103.25-1121.03-1016.82-851.73-851.73-1121.031121.03柱底M68.8919.46-10.2610.26-31.9131.91118.75109.51127.9894.60104.71127.98127.98N-649.09-178.889.88-9.8828.12-28.12-1112.14-1103.25-1121.03-1016.82-851.73-851.73-1121.031121.034柱頂M-46.25-13.1427.94-27.9475.99-75.99-79.84-54.69-104.98-32.01-101.96104.98104.98N-923.91-254.5619.89-19.8956.37-56.37-1582.92-1565.02-1600.82-1438.54-1221.03-1221.03-1600.821600.82柱底M54.3415.40-17.0517.05-52.0152.0193.7478.40109.0961.2496.09109.09109.09N-923.91-254.5619.89-19.8956.37-56.37-1582.92-1565.02-1600.82-1438.54-1221.03-1221.03-1600.821600.823柱頂M-57.21-16.2334.43-34.4385.25-85.25-98.72-67.73-129.71-39.77-125.90129.71129.71N-1198.61-330.2033.37-33.3792.28-92.28-2053.49-2023.46-2083.53-1854.85-1595.38-1595.38-2083.532083.53柱底M55.0615.63-24.8324.83-69.9769.9795.0272.68117.3750.74108.72117.37117.37N-1198.61-330.2033.37-33.3792.28-92.28-2053.49-2023.46-2083.53-1854.85-1595.38-1595.38-2083.532083.532柱頂M-57.47-16.3438.61-38.6186.33-86.33-99.22-64.47-133.97-33.95-132.54133.97133.97N-1473.28-405.8649.99-49.99133.21-133.21-2524.05-2479.06-2569.05-2266.43-1974.42-1974.42-2569.052569.05柱底M65.6918.69-31.7731.77-83.5783.57113.4384.84142.0357.37132.97142.03142.03N-1473.28-405.8649.99-49.99133.21-133.21-2524.05-2479.06-2569.05-2266.43-1974.42-1974.42-2569.052569.051柱頂M-43.61-12.4138.95-38.9574.25-74.25-75.31-40.25-110.36-11.30-115.07115.07115.07N-1747.95-481.5268.37-68.37174.25-174.25-2994.62-2933.08-3056.15-2675.38-2356.10-2356.10-3056.153056.15柱底M22.846.40-87.3787.37-83.5783.5739.29-39.34117.93-94.64160.62160.62160.62N-1747.95-481.5268.37-68.37174.25-174.25-2994.62-2933.08-3056.15-2675.38-2356.10-2356.10-3056.153056.15表2-15框架A柱彎矩和軸力考慮地震組合表控制截面不利內(nèi)力恒載活載左風(fēng)載右風(fēng)載左震右震考慮地震的組合｜M｜max及相應(yīng)NNMAX及相應(yīng)MNMIN及相應(yīng)MSGKSQKSWK（左）SWK（右）SEK（左）SEK（右）rRE(1.3重力載+1.5地震)（不利）rRE(1.0重力載+1.3)（有利）左震右震左震右震柱頂M-94.19-29.4913.26-13.2637.27-37.27-80.62-148.14-45.36-118.04148.14N-277.99-75.603.32-3.329.34-9.34-344.76-318.40-227.74-245.95-227.74-344.76柱底M114.1133.12-3.983.9