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陕02G09预应力混凝土空心板.pdf

图名 图集号 陕02G09 配筋、模板图（八） 页次 28

注：当设计要求中部1/2跨度范围内有集中荷载作用时，则2、3号钢筋应沿板全长配置

图名 500宽度板材料表 图集号 陕02G09 （CRB650级冷轧带肋钢筋） 页次 31 719

图名 500宽度板材料表 图集号 陕02G09 （CRB650级冷轧带肋钢筋） 页次 34

JR/T 0025.16-2018 中国金融集成电路（IC）卡规范 第16部分：IC卡互联网终端规范图名 500宽度板材料表 图集号 陕02G09 （CRB800级冷轧带肋钢筋） 页次 45 733

图名 500宽度板材料表 图集号 陕02G09 CRB800级冷轧带肋钢筋） 页次 46

钢筋混凝土板型号长度钢筋用量(kg)强度编号直径根数用量构件重(kN)核(mm)小计总计等级(m)审51640209.905YKB°40632. 34同上同上0.8510.755C350.1734.325JAX1516418010.300YKBa40632. 34同上同上0.8511.150C350.1704.250对校151142207.149YKB42612. 34间上同上0.857.999C350.1824.550郭151143807.420YKBa42612. 34同上同上0.858.270C350.1794.475计51442209.098设YKB42622. 34同上同上0.859.948C350.1824.55051443809.443YKBa42622. 34同上同上0.8510.293C350.1794.4751518422011.698制YKB4263*2. 34同上同上0.8512.548C350.1824.550518438012.141YKBa4263*2. 3同上同上0.8512.991C350.1794.4754注：同第31页。图名600宽度板材料表图集号陕02G05（CRB800级冷轧带肋钢篇）页次50738

图名 900宽度板材料表 图集号 陕02G09 （CRB800级冷轧带肋铜筋） 页次 54

钢筋混凝土板型号长度钢筋用量(kg)强度用量构件重(kN)核编号直径根数(mm)小计总计等级(m)151345209.049衫246400.25YKB456111.889C300.2556.375M416145530|1451.30对4848151.29校1513'46809.3692446400.25YKBa456112.209C300.2526.300郭3416145530|1451.304848151.29t15134520设YKB 45629.049①0同上2.8411.889C300.2556.375151346809.369YKBa4562000同上12.209C300.2526.3002.84图5154520YKB 456310.441制①00同上13.281C300.2552.846.3755·15468010.811YKBa456313.651C300.2526.300②③同上2.8451348209.650YKB4861000同上12.490C300.2716.8002.8451349809.970YKBa486112.810C300.2686.680②同上2.84注：同第31页.图名600宽度板材料表图集号陕02G09（CRB650级冷轧带助钢筋）页次55743

钢筋混聚土板型号长度极数钢筋用量(kg)强度用量构件重(kN)核编号直径(mm)小计总计等级(m)审1514482010.392彩梦YKB 4862000同上13.232C300.2712.846.800卢14498010.737YKBa4862000同上13.577C300.2686.680对2.84校11482012.619YKB 486315.4590同上C350.2716.8002.84517498013.038YKBa486300同上15.878C350.2686.6802.84计设514512011.039YKB 5161②00同上13.879C352.840.2897.225145280YKBa516111.384000同上14.224C350.2867.1502.8417512013.404YKB 5162①00同上16.244C350.289制7.2252.8417528013.823YKBa516216.613C350.2867.150①③0同上2.84225120YKB 5163*17.34720.187C350.2897.22500同上2.8422528017.889YKBa5163*20.729C350.2867.150②00间上2.84注：同第31页.图名600宽度板材料表图集号陕02G09（CRB650级冷轧带肋钢筋）页次56744

钢筋混凝土板型号长度钢筋用量(kg)强度用量构件重(kN)核编号直径根数(mm)小计总计等级(m)1619572024.127YKB 5763*26.967C400.3238.075②③同上2.84.19588024.802YKBa5763*27.642C400.3208.000对①00同上2.84校519602017.615YKB 6061*20.455C400.3408.50000间上2.8419618018.083YKBa6061*②0同上20.923C400.3372.848.425计设24602022.250YKB6062*②00同上25.090C400.3408.5002.84524618022.841YKBa6062*①00同上25.680C400.3372.848.425图21602028.065制YKB6063*30.905C400.3408.500②③间上2.8421618028.811YKBa6063*31.651C400.3378.42500同上2.84注：同第31页.图名600宽度板材料表图集号陕02G09.（CRB650级冷轧带肋钢篇）页次58746

钢筋混凝土板型号长度钢筋用量(kg)强度用量构件重(kN)核编号直径根数(mm)小计总计等级(m)审519452013.2262486400.51YKB 459116.786C300.3598.9753416145[8301451.764848151.29校1519468013.6942486400.51YKBa459117.254C300.3548.85034161458301451.764848151.29计1519452013.226设YKB4592000同上3.5616.786C300.3598.975519468013.694YKBa459217.254C30②③0间上3.560.3548.85022452015.314制YKB 45933.5618.874①0同上C300.3598.97522468015.856YKBa459319.416C30①30同上3.560.3548.850519482014.103YKB 489117.663C30②③同上3.560.3839.575519498014.571YKBa489118.131C300.3783.569.450②3同上注：同第31页。图名900宽度板材料表图集号陕02G09（CRB650级冷轧带肋钢筋）页次59747

CNCACTS 0009-2008 食品安全管理体系 制糖企业要求（已作废）钢筋混凝土板型号长度钢筋用量(kg)强度用量构件重(kN)核编号直径根数(mm)小计总计等级(m)审1525452017.4022486400.51YKB 4512122.642C300.46311.5753416145[11301452.2648410002.47校1525468018.0182486400.51YKBa4512123.258C300.45711.4253416145 [1130|1452.2648410002.47计25452017.402设YKB.45122000同上22.642C300.4635.2411.5751525468018.018YKBa4512223.258C300.457①0同上5.2411.425图30452020.882制YKB45123000同上26.122C300.46311.5755.2430468021.622YKBa4512326.862C300.45711.425②0同上5.24525482018.557YKB4812123.797C300.490000月上12.2505.24525498019.173YKB4812124.413C300.48412.10000同上5.24注：同第31页.图名1200宽度板材料表图集号陕02G09（CRB650级冷轧带肋钢筋）页次63751

钢筋混凝土板型号长度钢筋用量(kg)根数强度用量构件重(kN)核编号直径(mm)小计总计等级(m)51248208.907YKB486211.747C300.2716.8002.841249809.203YKBa4862①00同上12.043C300.2686.680对2.84校14482010.392YKB 486313.232C350.2710同上6.8002.8414498010.737YKBa4863①00间上13.577C350.2686.6802.84计1251209.462设YKB 516112.302C350.289①00同上7.2252.845125280YKBa51619.757000同上12.597C350.2862.847.150513512010.250YKB 516213.090C350.28900同上7.225制2.8413528010.571YKBa516213.411C350.2867.15000同上2.84165120YKB 5163*12.61615.459C350.2897.225①00同上2.84165280.13.010YKBa5163*15.850C350.2867.150①00同上2.84注：同第31页。图名600宽度板材料表图集号陕02G09（CRB800级冷轧带肋钢筋）页次68756

钢筋混聚土板型号长度钢筋用量(kg)强度用量构件重(kN)楼编号直径根数(mm)小计总计等级(m)审1520572017.618YKB 5763*00同上20.458C350.3238.0752.84205880YKBa5763*18.110①00同上20.950C350.3208.000对2.84校17602016.645YKB6061*000同上19.485C350.3408.5002.84517618017.088YKBa6061*000同上19.928C350.3372.848.425计设5196020YKB 6062*17.61520.455②00同上C400.3402.848.50019618018.083YKBa6062*20.914C400.3378.425②③0同上2.8424602022.250YKB 6063*25.090C40制2.840.340②③④同上8.50024618022.841YKBa6063*25.681C400.3378.425②0同上2.84注：同第31页.图名600宽度板材料表图集号陕02G09（CRB800级冷轧带肋钢筋）页次70758

钢筋混凝土板型号长度根数钢筋用量(kg)强度用量构件重(kN)编号直径(mm)小计总计等级(m)17482012.619YKB 489216.179C300.3839.575彬②30同上3.5617498013.038YKBo4892000同上16.598C300.3783.569.450对校21482015.588YKB 489319.148C300.3839.575000间上3.5621498016.105YKBo489319.665C300.3789.450000同上3.56165120设YKB 519112.61616.176C300.40710.175000同上3.5616528013.010YKBo519116.570C300.40210.05000同上3.5620512015.770YKB 519219.330制②00同上C300.4073.5610.17520528016.262YKBa5192000同上19.822C300.40210.0503.56523512018.135YKB 5193000间上21.795C350.40710.1753.56523528018.702YKBa519322.262C350.40210.050②30同上3.56注：同第31页.图名900宽度板材料表图集号陕02G09（CRB800级冷轧带肋钢筋）页次72760

钢筋混凝土板型号长度钢筋用量(kg)编号根数强度用量构件重(kN)核直径(mm)小计总计等级审(m)522 452015.3142486400.51YKB4512120.5542.26C300.463316145 [1130|14511.5754对48410002.47校1522468015.856YKBa451212486400.5121.096C3032.260.457410145 1130|14511.4254810002.47计设1522452015.314YKB 45122000间上5.2420.554C300.46311.575522468015.856YKBa45122000同上5.2421.096C300.45711.425图524452016.706制YKB 45123000同上21.9465.24C300.46311.575524468017.297YKBα45123①00同上22.537C305.240.45711.425522482016.330YKB 48121②③0同上5.2421.570C300.49012.25022498016.872YKB4812122.112C300.484②00同上5.2412.100注：同第31页。图名1200宽度板材料表图集号陕02G09（CRB800级冷轧带肋钢筋）页次75763

钢筋混凝土板型号长度钢筋用量(kg)强度用量构件重(kN)楼编号直径根数(mm)小计总计等级(m)审523482017.072YKB4812222.312000上C300.49012.2505.24523498017.639YKBa4812222.879C300.48412.100对00上5.24校528482020.784YKB 4812326.024C300.49012.250①00间上5.24528498021.474YKBa4812326.714C300.484①00间上12.1005.24计5225120设17.347YKB 5112122.587000间上C300.52513.1255.2422528017.889YKBa5112123.129000间上C300.51912.9755.24图526512020.500YKB5112225.740C300.525000间上13.125制5.24526528021.141YKBa5112226.381C300.519000同上12.9755.24532512025.231YKB 5112330.47100间上C350.52513.1255.24532528026.020YKBa5112331.260C350.51912.975②③间上5.24注：同第31页。图名1200宽度板材料表图集号陕02G09（CRB800级冷轧带肋钢筋）页次76764

YY/T 1011-2014 牙科旋转器械公称直径和标号钢筋混凝土板型号：长度铜筋用量(kg)强度用量构件重(kN)核编号直径根数(mm)小计总计等级(m)540572035.235YKB 57123*40.475C35彬②30同上0.58714.6755.24540588036.221YKBa57123*41.461C35①00同上0.58114.5255.24校530602027.812YKB 6012133.052C350.618①00同上15.4505.24n30618028.55233.792YKBa60121C350.61215.300①00同上5.24计536602033.375设YKB60122*38.615C35000间上0.61815.4505.24536618034.262YKBa60122*39.502C350.612000同上15.3005.24图544602040.792YKB 60123*46.032C35制000同上0.61815.4505.24544618041.876YKBa60123*47.116C350.612②0同上5.2415.300注：同第31页.1200宽度板材料表图集号陕02G09图名（CRB800级冷轧带肋钢筋）页次78766

配正常使用极限状态检验承载力检配正常使用极限状态检验承载力检楼筋荷载标准值[Cr][α:]验荷载第荷载标准值[Q][α.]验荷裁审板型号设计值检验值Q板型号设计值[ Kr]0.95[Q]1.1[α,]Qd检验值Q：[K]0.95[Q]1.1[α]数(kN/m*)(kN/ml)Q山(kN/m)(mm)(kN/m*)(kN/m)(mm)(kN/m*)赵YKB4561136.761.218.18/7.858.93/9.839.00YKB5761176.791.238.35/8.0111.48/12.638.90对YKB4562138.241.2910.63/10.229.18/10.1011.22YKB5762228.271.179.66/9.2411.80/12.9811.09校YKB4563159.791.1911.65/11.169.37/10.3013.44YKB5763199.771.1611.33/10.8412.57/13.8212.73YKB4861136.761.218.18/7.859.57/10.538.97YKB6061196.781.218.19/7.8512.12/13.338.88YKB48628.281.209.93/9.519.84/10.8211.18YKB6062248.291.159.54/9.1312.46/13.7111.07设YKB4863179.741.1911.60/11.1110.03/11.0413.39YKB6063219.771.15|11.23/10.7413.23/14.5612.72YKB5161146.771.339.01/8.6710.21/11.238.94YKB5162178.291.199.87/9.4110.49/11.5411.15制YKB5163229.811.16/11.38/10.8910.70/11.7713.35YKB5461156.771.238.33/7.9910.85/11.938.92YKB5462208.251.189.74/9.3311.15/12.2611.12YKB5463249.751.1511.21/10.7211.37/12.5113.32注：1、同第79页，2.同第79页。同第79页。同第79页，板自重为2.37kN/m*（不包括灌缝重)）。图名600宽度板结构性能检验参数表图集号陕02G09（CRB650级冷轧带肋钢筋）页次85773

配正常使用极限状态检验承载力检配正常使用极限状态检验承载力检核筋验荷载验荷载荷载标准值[Ce][α]设计值荷载标准值[Q][o,]板型号板型号设计值根检验值Q：[r]0.95[Q]1.1[α,]Qa根检验值Q：[K]0.95[Qer]1.1[α.]Qd(kN/m*)(kN/m*)(mm)(kN/m*)数[(kN/ml)3(kN/ml)(mm)(kN/ml)赵YKB45121226.451.197.67/7.358.96/9.868.60YKB57121276.451.197.67/7.3411.52/12.678.50YKB45122227.941.199.45/9.069.22/10.1410.82YKB57122337.961.169.23/8.8311.85/13.0310.69校YKB45123249.451.2211.53/11.069.40/10.3413.04YKB57123409.421.1410.74/10.2712.08/13.2912.88YKB48121226.451.197.67/7.359.60/10.568.57YKB60121306.461.177.56/7.2312.16/13.378.48YKB48122237.961.249.87/9.479.88/10.8610.78YKB60122367.931.159.12/8.7212.51/13.7610.67计设YKB48123289.451.17|11.06/10.5910.07/11.0812.99YKB60123449.411.13|10.64/10.17|12.75/14.0312.85YKB51121226.451.358.73/8.4110.24/11.268.54YKB51122267.911.189.34/8.94|110.53/11.5910.75图YKB51123制329.481.16|11.00/10.5310.74/11.8412.95YKB54121246.431.338.55/8.2310.88/11.978.52YKB54122307.971.179.31/8.9211.19/12.3110.72YKB54123369.431.1510.84/10.3711.41/12.5512.91注：1、同第79页。2、同第79页，3、同第79页，4、同第79页5、板首重为2.15kN/m(不包括灌缝重).1200宽度板结构性能检验参数表图集号图名陕02G09(CRB800级冷轧带助钢筋）页次90778