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第52页共52页入口雨棚计算第一章、玻璃面板设计计算一、基本参数雨棚计算标高:7.15m轴线位置:10~12轴设计地震烈度:8度地面粗糙度类别:C类二、荷载计算本工程按竖向荷载取值,计算雨棚玻璃自重荷载和活荷载。1、雨棚构件重量荷载GK:雨棚构件的平均自重标准值:GK=25.6×16=410N/m2考虑零部件自重取值GK=0.60KN/m2G:雨棚构件的平均自重设计值:G=1.2×GK=1.2×0.6=0.72KN/m22、雪荷载作用S0:基本雪压0.4KN/m2μr:积雪分布系数1.0SK:雪荷载标准值SK=μr×S0=0.4KN/m2S:雪荷载设计值S=1.4×SK=0.56KN/m23、风荷载作用(负风压)WK:作用在雨棚上的风荷载标准值βgz:瞬时风压的阵风系数:2.21μs:风荷载体型系数:-2.0μz:风荷载高度变化系数:0.74北京地区基本风压按照50年一遇取值W0=0.45KN/m2。按《建筑结构荷载规范》GB50009-2001取值风荷载标准值WK=βgzμsμzW0=2.21×(-2.0)×0.74×0.45=-1.472KN/m2>1.0KN/m2取WK=-1.472KN/m2风荷载设计值W:风荷载设计值rW:风荷载作用效应的分项系数:1.4W=rW·WK=1.4×(-1.472)=-2.061KN/m24、荷载效应组合由负风荷载效应控制的组合(向上)标准值qK=ψGGK+ψW·WK=1.0×0.60+1.0×(-1.472)=-0.872KN/m2设计值q=ψGrGGK+ψW·rW·WK=1.0×0.9×0.60+1.0×1.4×(-1.472)=-1.521KN/m2由自重荷载效应控制的组合(向下)标准值qK=ψGGK+ψS·SK=1.0×0.60+0.7×0.4=0.880KN/m2设计值q=ψGrGGK+ψS·rS·SK=1.0×1.2×0.60+0.7×1.4×0.4=1.112KN/m2需要计算雨棚在负风荷载设计值作用下的强度,自重荷载和雪荷载标准值作用下的挠度,另外在钢结构结构最不利位置加1KN的施工维修活载。三、雨棚玻璃校核由上述计算可知,雨棚在负风荷载作用下,处于最不利情况,按此种情况进行玻璃校核。选用8+0.76PVB+8mm钢化夹胶玻璃,分格尺寸如图。1、基本参数B:玻璃宽度2.09mH:玻璃长度2.72mA:单块玻璃面积A=B·H=2.09×2.72=5.68m2t:玻璃计算厚度1.25×8=10mm2、玻璃在自重和雪荷载作用下强度计算校核依据:σ≤=84.0N/mm2q:玻璃所受荷载组合值:玻璃板面跨中弯曲系数按边长比==0.77,查《玻璃幕墙工程技术规范》表5.4.1得=0.0661:玻璃产生的应力===26.3N/mm2≤=84.0N/mm22、玻璃在年温度变化影响下,玻璃边缘与边框之间挤压在玻璃中产生的温度应力t1=式中:t1:由温度变化在玻璃中产生的挤压应力,当计算值为负时,挤压应力取为零;C:玻璃边缘与边框间的空隙,取5mm;dc:施工误差,取3mm;H:玻璃长边尺寸,取H=2720mm;△T:玻璃幕墙年温度变化(℃),按80℃取;:玻璃线膨胀系数,取1.0×10-5;按《玻璃幕墙工程技术规范》JGJ102-96第5.3.5条E:玻璃弹性模量,取0.72×105N/mm2;按《玻璃幕墙工程技术规范》JGJ102-96第5.3.4条则t1==-127.7N/mm<0(负数表示无挤压温度应力)3、玻璃中央与边缘温差产生的应力t2=式中:t2:温度应力;:玻璃线膨胀系数,取1.0×10-5;按《玻璃幕墙工程技术规范》JGJ102-96第5.3.5条E:玻璃弹性模量,取0.72×105N/mm2;按《玻璃幕墙工程技术规范》JGJ102-96第5.3.4条μ1:阴影系数,取为1.6;μ2:窗帘系数,取为1.0;μ3:玻璃面积系数,取为1.15;μ4:嵌缝材料系数,取为0.40;按《玻璃幕墙工程技术规范》JGJ102-96第5.3.4条规定采用Tc–Ts:玻璃中央和边缘的温差,取为30℃则t2=0.74×0.72×105×1.0×10-5×1.6×1.0×1.15×0.4×30=11.8N/mm2<=84.0N/mm2玻璃强度满足设计要求。5、玻璃的挠度校核μ:玻璃的跨中挠度校核依据:μ=≤[μ]==27.2mmD:玻璃的刚度:玻璃的泊松比,取0.2t:玻璃的计算厚度,取10mmE:玻璃的弹性模量,取0.72×105D===6250000N·mm:考虑大挠度影响的折减系数===23.3经查表,=0.9:板的挠度系数==0.77,经查表,=0.00639玻璃跨中挠度μ===15.5mm<[μ]=27.2mm玻璃挠度符合设计要求。由上述计算可知,玻璃的设计满足设计要。第二章、雨棚钢钢结构计算算钢结构雨蓬计算算荷载组合合后分为荷荷载向上和和荷载向下下。根据最最不利原则则,计算钢钢结构在负负风荷载组组合设计值值作用下强强度;在自自重组合标标准值作用用下挠度,另外在钢结构结构最不利位置加1KN的施工维修活载。一、结构计算简简图二、作用在钢结结构上面荷荷载自重、雪荷载作作用下面荷荷载标准值值qK=0..88KKN/m2负风压作用下线线荷载设计计值q=1.5211KN//m2三、结构强度计计算雨棚钢结构主要要采用有限限元程序SAP22000计算。1、构件350××300××10mmm方通最大大弯矩、轴轴力Mx=84.9644KN··mNmax=0KKN最大弯矩处截面面参数强度设计值:2155N/mmm2弹性模量:2..06×1105NN/mm22X轴惯性矩:Ix==23333450000mmm4X轴抵抗矩:Wx==13333400mm3方通截面积:A==126000mm2塑性发展系数::γ=1.005=60.7NN/mm22<215NN/mm222、构件180××80×88mm方通最大大弯矩、轴轴力Mx=26.3022KN··mNmax=0KKN截面参数强度设计值:215N/mmm2弹性模量:2.006×1005N/mmm2X轴惯性矩:Ix=1533549665mmm4X轴抵抗矩:Wx=1706611mmm3方通截面积:A=22900mm2塑性发展系数::γ=1.005=146.8N/mmm2<215NN/mm223、构件φ24不不锈钢拉杆杆经计算得知φ224不锈钢拉拉杆在自重重和雪荷载载标准值作作用下最大大拉力Nmax=43..85KKN<64..26KKN(拉杆允允许拉力)构件强度满足设设计要求。四、结构挠度计计算在自重和雪荷载载标准值作作用下,采采用软件计计算得出结结构体系最最大挠度uz=30..7mmmU=30.7mm≤L/3000=82866/2500=33mm。雨棚挠度设计满满足要求。钢结构设计满足足要求。第三章、SAPP20000计算结果果附后一、雨蓬支座反反力SAP20000v7..42FFile::雨蓬支座座反力KNN-mUUnitssPAAGE1111-27--02221:555:26JOINTREACTIONSJOIINTLOADDF11F22F33M11M22M339LOADD10..000000..00000-0..171770..000000..000000..0000011LOADD10..000000..00000-0..171880..000000..000000..0000020LOADD10..000000..00000-53..498440..000000..000000..0000027LOAAD100.0000000.00000-533.4988600.0000000.0000000.00000二、雨蓬轴力与与弯矩SAP20000v7..42FFile::雨蓬轴力力与弯矩KNN-mUUnitssPAAGE1111-27--02222:000:00FRAMMEELLEMMENNTFOORCCESSFRAAMELOADDLOCPV2V3TM2M31LOADD100.0000.00-1..510EE-0100.0011.6600.0000.002.5EE-0100.00-7..551EE-0200.0011.6600.002..852EE-025.0EE-0100.0000.0000.0011.6600.003..803EE-027.6EE-0100.007..551EE-0200.0011.6600.002..852EE-0211.0100.001..510EE-0100.0011.6600.0000.002LOADD100.0000.00-1..510EE-0100.00-44.1500.0000.002.5EE-0100.00-7..551EE-0200.00-44.1500.002..852EE-025.0EE-0100.0000.0000.00-44.1500.003..803EE-027.6EE-0100.007..551EE-0200.00-44.1500.002..852EE-0211.0100.001..510EE-0100.00-44.1500.0000.003LOADD100.0000.00-1..510EE-0100.00-11.6600.0000.002.5EE-0100.00-7..551EE-0200.00-11.6600.002..852EE-025.0EE-0100.0000.0000.00-11.6600.003..803EE-027.6EE-0100.007..551EE-0200.00-11.6600.002..852EE-0211.0100.001..510EE-0100.00-11.6600.0000.004LOADD100.0000.00-1..510EE-0100.0044.1500.0000.002.5EE-0100.00-7..551EE-0200.0044.1500.002..852EE-025.0EE-0100.0000.0000.0044.1500.003..803EE-027.6EE-0100.007..551EE-0200.0044.1500.002..852EE-0211.0100.001..510EE-0100.0044.1500.0000.005LOADD100.0000.00-22.0400.00-3..231EE-0400.00-11.642.7EE-0100.00-11.7700.00-3..231EE-0400.00-11.125.4EE-0100.00-11.5100.00-3..231EE-0400.00-6..786EE-018.1EE-0100.00-11.2500.00-3..231EE-0400.00-3..049EE-0111.0800.00-9..890EE-0100.00-3..231EE-0400.00-2..021EE-036LOADD100.0000.00-22.0400.002..595EE-0400.00-11.642.7EE-0100.00-11.7700.002..595EE-0400.00-11.125.4EE-0100.00-11.5100.002..595EE-0400.00-6..787EE-018.1EE-0100.00-11.2500.002..595EE-0400.00-3..049EE-0111.0800.00-9..888EE-0100.002..595EE-0400.00-2..020EE-037LOADD100.0000.00-4..081EE-0100.00-22.3600.0000.006.8EE-0100.00-2..040EE-0100.00-22.3600.002..082EE-0111.3600.0000.0000.00-22.3600.002..776EE-0122.0400.002..040EE-0100.00-22.3600.002..082EE-0122.7200.004..081EE-010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