1、?GB50010-?编制说明校对设计图名页码审核图集号04页 采用T形板作楼盖的多层房屋横向整体结构计算T形板多层房屋在横向水平力作用下，具有整体受力的特性，是良好的空间结构。因此，采用T形板作楼盖的房屋，其横向可按多层铰接排架计算。T形板构件截面抗震验算T形板截面抗震验算采用下列设计表达式：S R/RES抗震验算时T形板内力组合设计值(M或V)RT形板承载力组合设计值（MU或VU）RE 承载力抗震调整系数。楼盖在构件房屋整体结中属水平构件，T形板仅需作竖向地震作用计算，取RE=1.0，则上式成为SRS=G SGE+EVSEVK本图集范围内的T形板用于抗震设防烈度为8度及以下地区，其抗震验算均2、能满足要求。5.4.2 主要控制指标 承载力：取安全等级为二级，结构重要性系数o=1.0。跨中截面下边缘裂缝控制等级：二级。即按荷载效应标准组合计算时，构件受拉边缘混凝土拉应力不应大于混凝土轴心抗拉强度标准值ftk。刚度：按荷载效应标准组合并考虑荷载长期作用影响计算的挠度限值fLo/3006.结构构造6.1 T形板与托梁连接构造，见90页节点详图。6.2 板与板在翼板边缘处的连接构造，见90页节点详图。连接点间距：1500mm或2000mm。6.3 最外层钢筋的混凝土保护层厚度：板面15mm，其它20mm。7.主要材料选用7.1混凝土：强度等级 C40C60。7.1.1 水泥：优先采用普通硅酸3、盐水泥，也可采用矿渣硅酸盐水泥。7.1.2 细骨料：宜采用中粗砂。7.1.3 粗骨料：采用粒径5mm15mm的碎石或破碎卵石。7.2 预应力钢筋采用S12.7钢绞线，fptk=1860MPa。采用S15.2钢绞线，fptk=1860MPa。7.3 普通钢筋7.3.1 翼板横向钢筋及纵向钢筋：热轧带肋钢筋HRB400级。7.3.2 肋板箍筋及纵向钢筋：热轧带肋钢筋HRB400级。7.4 预埋件 预埋件钢板：Q235级钢板。预埋件锚筋：HRB400级钢筋。锚筋与钢板采用手工电弧焊,焊缝高度0.6d(d为锚筋直径)。编制说明校对设计图名页码审核图集号 06页?07?15006002.5150004.4、0249.522120006.5图集号T形板YTB-S12.7-15系列构件选用表设 计校 对审 核08页1500750YTB-S12.7-1560-12-13.021YTB-S12.7-1560系列2325YTB-S12.7-1575系列4S12.7C40YTB-S12.7-1560-12-2YTB-S12.7-1560-12-3YTB-S12.7-1560-15-1YTB-S12.7-1560-15-2C45C506S12.78S12.7C40C456S12.78S12.7YTB-S12.7-1575-12-1YTB-S12.7-1575-12-2YTB-S12.7-1575-12-3YT5、B-S12.7-1575-15-1YTB-S12.7-1575-15-2YTB-S12.7-1575-15-3YTB-S12.7-1575-18-1YTB-S12.7-1575-18-2YTB-S12.7-1575-18-3YTB-S12.7-1575-21-1构件选用表先张预应力混凝土T形板YTB-S12.7-15系列横截面简图规 格混凝土强度等级允许最大外加活载(kN/m2)页码标志跨度L(mm)下部预应力钢筋12000150001800021000C40C45C50C40C45C50C40C45C50C556S12.78S12.710S12.76S12.78S12.710S12.78S16、2.710S12.712S12.712S12.716.513.09.09.06.54.06.04.53.02.527252626252826272728YTB-S12.7-1590系列YTB-S12.7-1590-18-1YTB-S12.7-1590-18-2YTB-S12.7-1590-18-3YTB-S12.7-1590-21-1YTB-S12.7-1590-21-2YTB-S12.7-1590-21-318000210001500900C45C50C55C45C50C5510S12.712S12.714S12.710S12.712S12.714S12.710.08.06.05.54.037、.0YTB-S12.7-15系列结构性能检验相关数据30292931303184C5010S12.76.0YTB-S12.7-1560-15-3265.03310.56.032334S15.2C45C506S15.2C456S15.2YTB-S15.2-1575-12-1YTB-S15.2-1575-12-2YTB-S15.2-1575-12-3YTB-S15.2-1575-15-1YTB-S15.2-1575-15-2YTB-S15.2-1575-15-3YTB-S15.2-1575-18-1YTB-S15.2-1575-18-2YTB-S15.2-1575-21-11200015000188、00021000C45C50C55C45C50C55C45C50C504S15.26S15.28S15.24S15.26S15.28S15.26S15.28S15.28S15.219.514.58.511.07.53.56.03.52.5373536363536373737YTB-S15.2-1590-18-1YTB-S15.2-1590-18-2YTB-S15.2-1590-18-3YTB-S15.2-1590-21-1YTB-S15.2-1590-21-2YTB-S15.2-1590-21-318000210008S15.28S15.210.58.07.513.04.538394039389、4010S15.212S15.2C553414.58S15.2C508S15.27.034YTB-S15.2-15105-24-1C45C50C55C45C50C55C558S15.210S15.24.06.042240005.042YTB-S15.2-15105-24-2C6012S15.2构件选用表先张预应力混凝土T形板YTB-S15.2-15系列横截面简图规 格混凝土活载(kN/m2)标志跨度预应力钢筋图集号校 对审 核09页L(mm)强度等级下部允许最大外加页码YTB-S15.2-1560系列12000150001500600YTB-S15.2-1575系列横截面简图规 格混凝土活载(10、kN/m2)标志跨度预应力钢筋L(mm)强度等级下部允许最大外加页码YTB-S15.2-1590系列1500900YTB-S15.2-15系列结构性能检验相关数据7501500T形板YTB-S15.2-15系列构件选用表设 计YTB-S15.2-1560-12-1YTB-S15.2-1560-12-2YTB-S15.2-1560-15-1YTB-S15.2-1560-12-3YTB-S15.2-1560-15-2YTB-S15.2-15105系列15001050YTB-S15.2-15105-24-3414.0C5512S15.214S15.214S15.285构件选用表先张预应力混凝土T形板11、YTB-S12.7-20系列横截面简图规 格混凝土活载(kN/m2)标志跨度预应力钢筋图集号校 对审 核10页L(mm)强度等级下部允许最大外加页码YTB-S12.7-2060-12-1YTB-S12.7-2060系列YTB-S12.7-2060-12-2YTB-S12.7-2060-12-3YTB-S12.7-2060-15-1YTB-S12.7-2060-15-2YTB-S12.7-2060-15-31200015000C40C45C50C45C50C556S12.78S12.710S12.78S12.710S12.712S12.72.54.09.06.54.0435.544454445412、62000600YTB-S12.7-2075系列YTB-S12.7-2075-12-1YTB-S12.7-2075-12-2YTB-S12.7-2075-12-3YTB-S12.7-2075-15-1YTB-S12.7-2075-15-2YTB-S12.7-2075-15-3YTB-S12.7-2075-18-1YTB-S12.7-2075-18-2YTB-S12.7-2075-18-3横截面简图规 格混凝土活载(kN/m2)标志跨度预应力钢筋L(mm)强度等级下部允许最大外加页码YTB-S12.7-2090-18-1YTB-S12.7-2090系列YTB-S12.7-2090-18-2YTB13、-S12.7-2090-18-3YTB-S12.7-2090-21-1YTB-S12.7-2090-21-2YTB-S12.7-2090-21-3YTB-S12.7-2090-24-1180002100024000C45C50C5512S12.714S12.716S12.712S12.714S12.716S12.716S12.72.54.08.57.05.5515.02.55253515253532000900YTB-S12.7-20系列结构性能检验相关数据120001500018000C40C45C50C45C50C55C45C50C558S12.710S12.712S12.78S12.7114、0S12.712S12.710S12.712S12.714S12.74.06.015.012.59.58.02.54.05.04748494748494849507502000C45C50C55C5586T形板YTB-S12.7-20系列构件选用表设 计构件选用表先张预应力混凝土T形板YTB-S15.2-20系列横截面简图规 格混凝土活载(kN/m2)标志跨度预应力钢筋图集号校 对审 核11页L(mm)强度等级下部允许最大外加页码YTB-S15.2-2060-12-1YTB-S15.2-1560系列YTB-S15.2-2060-12-2YTB-S15.2-2060-12-3YTB-S15.2-15、2060-15-1YTB-S15.2-2060-15-2YTB-S15.2-2060-15-3YTB-S15.2-2060-18-1120001500018000C45C50C55C50C55C60C604S15.26S15.28S15.26S15.28S15.210S15.210S15.23.05.511.07.54.0547.53.05556555657572000600YTB-S15.2-2075系列YTB-S15.2-2075-12-1YTB-S15.2-2075-12-2YTB-S15.2-2075-12-3YTB-S15.2-2075-15-1YTB-S15.2-2075-15-216、YTB-S15.2-2075-15-3YTB-S15.2-2075-18-1YTB-S15.2-2075-18-2YTB-S15.2-2075-18-3YTB-S15.2-2075-21-1横截面简图规 格混凝土活载(kN/m2)标志跨度预应力钢筋L(mm)强度等级下部允许最大外加页码YTB-S15.2-2090-18-1YTB-S15.2-2090系列YTB-S15.2-2090-18-2YTB-S15.2-2090-18-3YTB-S15.2-2090-21-1YTB-S15.2-2090-21-2YTB-S15.2-2090-21-3YTB-S15.2-2090-24-11800021017、0024000C50C55C6010S15.212S15.214S15.210S15.212S15.214S15.24.05.512.010.07.5627.0636462636463200090012000150001800021000C45C50C55C45C50C55C50C55C60C606S15.28S15.210S15.26S15.28S15.210S15.28S15.210S15.212S15.212S15.25.07.518.015.010.510.53.55.57.53.5585960585960596061617502000C50C55C60C55YTB-S15.2-20918、0-24-23.03.56487C6012S15.214S15.2YTB-S15.2-20系列结构性能检验相关数据T形板YTB-S15.2-20系列构件选用表设 计YTBW-S15.2-1575-15-11800015000C40C458S12.74S15.23.03.56770YTBW-S15.2-1590-21-1210008S15.22.572C45C453.52400073构件选用表先张预应力混凝土T形板YTBW-S12.7（15.2）-15系列横截面简图规 格混凝土活载(kN/m2)标志跨度预应力钢筋L(mm)强度等级下部允许最大外加页码YTBW-S12.7（15.2）-1560系列19、1500600YTBW-S12.7（15.2）-1575系列横截面简图规 格混凝土活载(kN/m2)标志跨度预应力钢筋L(mm)强度等级下部允许最大外加页码YTBW-S12.7（15.2）-1590系列1500900YTBW-S15.2-15系列结构性能检验相关数据7501500YTBW-S15.2-1560-12-1YTBW-S15.2-15105系列15001050YTBW-S15.2-15105-24-110S15.288图集号T形板YTBW-S12.7（15.2）-15系列构件选用表设 计校 对审 核12页YTBW-S15.2系列YTBW-S12.7-1560-12-1YTBW-S1220、.7系列C40653.04S12.712000C45696.04S15.212000YTBW-S12.7系列YTBW-S12.7-1575-15-1YTBW-S12.7-1575-18-1YTBW-S15.2-1575-18-1YTBW-S15.2系列15000C406S12.74.06618000C456S15.23.571YTBW-S12.7系列YTBW-S12.7-1590-21-1YTBW-S15.2系列2100010S12.768C402.5YTBW-S15.2系列4.07912000YTBW-S12.7（15.2）-2060系列YTBW-S12.7系列YTBW-S15.2-206021、-12-1C454S15.2YTBW-S12.7-2075-15-1构件选用表先张预应力混凝土T形屋面板YTBW-S12.7（15.2）-20系列横截面简图规 格混凝土强度等级允许最大外加活载(kN/m2)页码标志跨度L(mm)下部预应力钢筋1500018000C40C408S12.710S12.74.53.07576YTBW-S12.7（15.2）-2090系列YTBW-S12.7-20系列结构性能检验相关数据88YTBW-S12.7-2075-18-1YTBW-S12.7-2090-24-124000C4016S12.72.578YTBW-S12.7-2090-21-121000C401222、S12.73.077YTBW-S15.2-2090-24-124000C4512S15.23.083YTBW-S15.2-2090-21-121000C458S15.23.082200060075020002000900YTBW-S12.7系列YTBW-S12.7-2060-12-14.07412000C406S12.7YTBW-S15.2系列YTBW-S12.7（15.2）-2075系列YTBW-S15.2系列YTBW-S15.2-2075-15-115000C456S15.25.08018000C458S15.24.081YTBW-S15.2-2075-18-1YTBW-S12.7系列YT23、BW-S15.2系列图集号T形板YTBW-S12.7（15.2）-20系列构件选用表设 计校 对审 核13页100600100Lo15001500150015001500?14?M-2M-1M-2M-2M-2M-2M-2M-115025255050500640640R501480?12200?15200?1500Lo1500100150015001500100750?15?12200?1520018200M-2M-2M-2M-2M-2M-2M-2M-2750150?50506502564025640R501480212001500Lo1500100150015001500100750?16?M24、-2M-2M-2M-2M-2M-2M-2M-290015050508002564025640R501480?18200?21200?1500Lo1500100150015001500100750?17?M-2M-2M-2M-2M-2M-2M-2M-21050150505095025640256401480?24200?100600100Lo1500150015001500150060019801905050?18?M-2M-1M-2M-2M-2M-2M-2M-12525870870500R50?12200?1520018200?1500Lo15001001500150015001007501925、075065050 50?19?M-2M-2M-2M-2M-2M-2M-2M-2R5025198087025870?12200?1520018200?2120015001500150015001500900Lo10010020?19090050M-2M-1M-2M-2M-2M-2M-2M-1R5019802587025870?18200?2120024200?YTB-S12.7-1560(一)校 对设 计审 核图集号21页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1560-12-1 12.03.0混凝土强度等级：C4025626、0025150Ap=6H5Ap=4S12.7钢筋网片16016050404016040409090901558025138251016 8，与竖向锚筋焊3030M-115010046043025309060 60 60 6090R5050505001201601601601206406406100615015010046043030906301-111690钢筋网片布置1480钢筋网片纵向2 6，横向 615045454552.552.51060,锚筋见M-1 1060 6100615022.545 45306150YTB-S12.7-1560（二）校 对设 计审 核图集号22页0.750.727、2YTB-S12.7-1560-15-1 15.02.5混凝土强度等级：12米跨板C45,15米跨板C402560025150Ap=6S12.7钢筋网片1601601609090901558025138251018 8，与竖向锚筋焊3030M-115010046043025457560 60 60 6075R50505050016016016016016064064061006150150100460430905301-111690钢筋网片布置1480钢筋网片纵向2 6，横向 615045454552.552.51060,锚筋见M-1 1060 6100615022.545 45404050A28、p=2S12.745允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1560-12-2 12.06.54525956150YTB-S12.7-1560（三）校 对设 计审 核图集号23页0.750.72YTB-S12.7-1560-15-2 15.04.0混凝土强度等级：12米跨板C50,15米跨板C452560025150Ap=8S12.7钢筋网片1601601609090901558025138251020 8，与竖向锚筋焊3030M-1150100460430254560 60 60 6075R50505050016016029、16016016064064061006150150100460430301-111690钢筋网片布置1480钢筋网片纵向2 6，横向 615045454552.552.51060,锚筋见M-1 1060 6100615022.545 45404050Ap=2S12.745允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1560-12-3 12.09.545 454530905259561502560025150Ap=10S12.7钢筋网片1601601609090751558025138251022 8，与竖向锚筋焊3030M-30、1150100460430254560 60 60 6075R50505050016016016016016064064061006150150100460430301-111690钢筋网片布置1480钢筋网片纵向2 6，横向 615045454552.552.51060,锚筋见M-1 1060 6100615022.545 45404050Ap=2S12.74545 454590525954545YTB-S12.7-1560(四)校 对设 计审 核图集号24页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1560-15-3 131、2.06.0混凝土强度等级：C506150100100750100100150Ap=6S12.71601604040 50160138M-1303025157302510160Ap=2S12.77595 60 60 60 60R5050506502525640640148016016016016045钢筋网片1-13060410041501130 604100415025100630钢筋网片布置954545454552.552.5钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 19 8，与竖向锚筋焊22.545 45 45610061006150YTB-S12.7-132、575（一）校 对设 计审 核图集号25页0.750.72YTB-S12.7-1575-15-1 15.04.0混凝土强度等级：C40允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1575-12-1 12.09.0256150100100750100100150Ap=8S12.71601604040 50160138M-1303025157302510160Ap=2S12.77550 60 60 60 60R5050506502525640640148016016016016045钢筋网片1-13060410041501130 33、604100415025100630钢筋网片布置954545454552.552.5钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 21 8，与竖向锚筋焊22.545 45 45610061006150YTB-S12.7-1575（二）校 对设 计审 核图集号26页0.750.72YTB-S12.7-1575-18-1 18.03.0混凝土强度等级：12米、15米跨板C45,18米跨板C40允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1575-12-2 12.013.02545450.750.72YT34、B-S12.7-1575-15-2 15.06.56150100100750100100150Ap=10S12.71601604040 50160138M-1303025157302510160Ap=2S12.77545 60 60 60 60R5050506502525640640148016016016016045钢筋网片1-13060410041501130 604100415025100630钢筋网片布置954545454552.552.5钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 23 8，与竖向锚筋焊22.545 45 45610061006150YT35、B-S12.7-1575（三）校 对设 计审 核图集号27页0.750.72YTB-S12.7-1575-18-2 18.04.5混凝土强度等级：12米、15米跨板C50,18米跨板C45允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1575-12-3 12.016.52545450.750.72YTB-S12.7-1575-15-3 15.09.05456150100100750100150Ap=12S12.7160160160138M-1303025157302510160Ap=3S12.775 60 60 60 60R5036、50506502525640640148016016016016045钢筋网片1-13060410041501130 604100415025100630钢筋网片布置954545454552.552.5钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 25 8，与竖向锚筋焊22.545 45 45610061006150混凝土强度等级：18米跨板C50，21米跨板C5525454545 6050 501515YTB-S12.7-1575（四）校 对设 计审 核图集号28页0.750.72YTB-S12.7-1575-21-1 21.02.5允许最大外加活载标准值(kN/37、m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1575-18-3 18.06.04545456150混凝土强度等级：C4540150Ap=10S12.750 401051051051059045R50900160160160160505080016016016016025256406401480138M-13030251588025 1060 60 60 6025Ap=2S12.71-130 6041004150105730钢筋网片布置306041004150114545454552.552.545451510522.545 45 45 45 451060,38、锚筋见M-1 61006150610061006150YTB-S12.7-1590（一）校 对设 计审 核图集号29页0.750.72YTB-S12.7-1590-21-1 21.03.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1590-18-1 18.06.0钢筋网片纵向2 6，横向 6150钢筋网片23 8，与竖向锚筋焊251106150混凝土强度等级：C50150Ap=12S12.71051051051059045R509001601601601605050800160160160160钢筋网片2525640640139、480138M-13030251588025 1060 60 60 6025Ap=3S12.71-130 6041004150105730钢筋网片布置306041004150114545454552.552.5454522.545 45 45 45 451060,锚筋见M-1 61006150610061006150YTB-S12.7-1590（二）校 对设 计审 核图集号30页0.750.72YTB-S12.7-1590-21-2 21.04.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1590-18-2 18.08.0540、0 50151545 75钢筋网片纵向2 6，横向 61504523 8，与竖向锚筋焊251106150150Ap=14S12.71051051051059045R509001601601601605050800160160160160钢筋网片25256406401480138M-13030251588025 1060 60 60 6025Ap=3S12.71-130 6041004150105730钢筋网片布置306041004150114545454552.552.5454522.545 45 45 45 451060,锚筋见M-1 61006150610061006150YTB-S12.41、7-1590（三）校 对设 计审 核图集号31页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1590-21-3 21.05.550 50151530钢筋网片纵向2 6，横向 61504545 4545混凝土强度等级：C550.750.72YTB-S12.7-1590-18-3 18.010.023 8，与竖向锚筋焊2511061502560025150Ap=4S15.2钢筋网片160160651609090901558025138251016 8，与竖向锚筋焊3030M-115010046043025509060 60 60 42、6070R50505050016016016016016064064061006150150100460430905301-111690钢筋网片布置1480钢筋网片纵向2 6，横向 615050505050501060,锚筋见M-1 1060 610061502550 5020Ap=1S15.2652595YTB-S15.2-1560（一）校 对设 计审 核图集号32页混凝土强度等级：C45允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-1560-12-1 12.06.061502560025150Ap=6S15.2钢筋网片16043、160651609090901558025138251018 8，与竖向锚筋焊3030M-115010046043025506060 60 60 6070R50505050016016016016016064064061006150150100460430905301-111690钢筋网片布置1480钢筋网片纵向2 6，横向 615050505050501060,锚筋见M-1 1060 610061502550 50Ap=1S15.2652595YTB-S15.2-1560（二）校 对设 计审 核图集号33页混凝土强度等级：12米跨板C50，15米跨板C45允许最大外加活载标准值(kN/m)A44、p张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-1560-12-2 12.010.50.750.72YTB-S15.2-1560-15-1 15.05.0505061502560025150Ap=8S15.2钢筋网片1601601609090901558025138251020 8，与竖向锚筋焊3030M-115010046043025501060 60 60 6070R50505050016016016016016064064061006150150100460430905301-111690钢筋网片布置1480钢筋网片纵向2 6，横向 615050505050545、01060,锚筋见M-1 1060 610061502550 50Ap=2S15.22595YTB-S15.2-1560（三）校 对设 计审 核图集号34页混凝土强度等级：12米跨板C55，15米跨板C50允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-1560-12-3 12.014.50.750.72YTB-S15.2-1560-15-2 15.07.05050504040 50506150100100750100100150Ap=4S15.2160160160138M-1303025157302510160Ap=1S15.246、70100 60 60 60 60R5050506502525640640148016016016016050钢筋网片1-13060410041501130 604100415025100630钢筋网片布置95钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 17 8，与竖向锚筋焊610061006150YTB-S15.2-1575(一)校 对设 计审 核图集号35页0.750.72YTB-S15.2-1575-15-1 15.03.5混凝土强度等级：C45允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-147、575-12-1 12.08.52550505050503065652550 506150100100750100100150Ap=6S15.2160160160138M-1303025157302510160Ap=1S15.27080 60 60 60 60R5050506502525640640148016016016016050钢筋网片1-13060410041501130 604100415025100630钢筋网片布置95钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 19 8，与竖向锚筋焊6100610061502550505050502550 5050548、0YTB-S15.2-1575（二）校 对设 计审 核图集号36页0.750.72YTB-S15.2-1575-18-1 18.03.5混凝土强度等级：12米、15米跨板C50，18米跨板C45允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-1575-12-2 12.014.50.750.72YTB-S15.2-1575-15-2 15.07.565656150100100750100100150Ap=8S15.2160160160138M-1303025157302510160Ap=2S15.27030 60 60 60 60R49、5050506502525640640148016016016016050钢筋网片1-13060410041501130 604100415025100630钢筋网片布置95钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 21 8，与竖向锚筋焊6100610061502550505050502550 50504040 5050YTB-S15.2-1575（三）校 对设 计审 核图集号37页0.750.72YTB-S15.2-1575-21-1 21.02.5混凝土强度等级：12米、15米跨板C55，18米、21米跨板C50允许最大外加活载标准值(kN/m)Ap张拉系数50、Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-1575-15-3 15.011.00.750.72YTB-S15.2-1575-18-2 18.06.050500.750.72YTB-S15.2-1575-12-3 12.019.56150150Ap=8S15.21051051051058550R50900160160160160505080016016016016025256406401480138M-13030251588025 1060 60 60 6025Ap=2S15.21-130 6041004150105730钢筋网片布置306041004150111051051、60,锚筋见M-1 61006150610061006150钢筋网片纵向2 6，横向 6150钢筋网片505050505050402550 50 5021 8，与竖向锚筋焊2511040 50 405050混凝土强度等级：C45YTB-S15.2-1590（一）校 对设 计审 核图集号38页0.750.72YTB-S15.2-1590-21-1 21.04.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-1590-18-1 18.08.06150混凝土强度等级：C5040150Ap=10S15.250 401051051051052、58550R50900160160160160505080016016016016025256406401480138M-13030251588025 1060 60 60 6025Ap=2S15.21-130 604100415025105730钢筋网片布置11030604100415011951060,锚筋见M-1 61006150610061006150YTB-S15.2-1590（二）校 对设 计审 核图集号39页0.750.72YTB-S15.2-1590-21-2 21.06.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S153、5.2-1590-18-2 18.010.5钢筋网片纵向2 6，横向 6150钢筋网片5050505050502550 50 5023 8，与竖向锚筋焊50505050615040150Ap=12S15.250 401051051051058550R50900160160160160505080016016016016025256406401480138M-13030251588025 1060 60 60 6025Ap=2S15.21-130 604100415025105730钢筋网片布置11030604100415011451060,锚筋见M-1 6100615061006100615054、钢筋网片纵向2 6，横向 6150钢筋网片505050505050502550 50 5025 8，与竖向锚筋焊5050 50YTB-S15.2-1590（三）校 对设 计审 核图集号40页混凝土强度等级：C55允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-1590-18-3 18.013.00.750.72YTB-S15.2-1590-21-3 21.07.55050615013830302515103025 1060 60 60 602550 50 5025 8，与竖向锚筋焊50 50YTB-S15.2-15105（一）校 55、对设 计审 核图集号41页混凝土强度等级：C55允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-15105-24-124.04.040 50 40160160160160160160160160255050505050501001001001001001007050150Ap=12S15.21050505095025256406401480Ap=2S15.21-1钢筋网片纵向2 6，横向 6150钢筋网片505050306041004150100930钢筋网片布置610061006150953060410041501161006156、501060,锚筋见M-1 255030615013830302515103025 1060 60 60 602550 50 5027 8，与竖向锚筋焊50 50YTB-S15.2-15105（二）校 对设 计审 核图集号42页混凝土强度等级：YTB-S15.2-15105-24-2采用C55，YTB-S15.2-15105-24-3采用C60允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-15105-24-224.04.50.750.72YTB-S15.2-15105-24-324.05.05040 50 4016016016057、16016016016016025505050505050 50801001001001001007050150Ap=14S15.21050505095025256406401480Ap=2S15.21-1钢筋网片纵向2 6，横向 6150钢筋网片505050306041004150100930钢筋网片布置6100610061509530604100415011610061501060,锚筋见M-1 25506150252550060019050 5014514514514514514519803045 4590504550Ap=2S12.7Ap=6S12.73050501451451451458、514514530R5045M-18708702590909075钢筋网片钢筋网片纵向2 6，横向 6150155801022.545 45251382516 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布置150100460430610061501-1111060,锚筋见M-1 YTB-S12.7-2060.1（一）校 对设 计审 核图集号43页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-2060-12-1 12.04.0混凝土强度等级：C40150100460430905306901060 610061502559、956150252550060019050 50145145145145145145198045 4575504550Ap=2S12.7Ap=8S12.730505014514514514514514530R5045M-18708702590909075钢筋网片钢筋网片纵向2 6，横向 6150155801022.545 45251382518 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布置150100460430610061501-1111060,锚筋见M-1 混凝土强度等级：C45150100460430905306901060 6100615025954545YTB-S1260、.7-2060（二）校 对设 计审 核图集号44页0.750.72YTB-S12.7-1560-15-1 15.02.5允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1560-12-2 12.06.56150252550060019050 50145145145145145145198045 4575504550Ap=2S12.7Ap=10S12.730505014514514514514514530R5045M-18708702590909075钢筋网片钢筋网片纵向2 6，横向 6150155801022.545 45251361、82520 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布置150100460430610061501-1111060,锚筋见M-1 混凝土强度等级：C50150100460430905306901060 6100615025954545YTB-S12.7-2060（三）校 对设 计审 核图集号45页0.750.72YTB-S12.7-1560-15-2 15.04.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-1560-12-3 12.09.0456150252550060019050 501451451451462、5145145198045 4530504550Ap=12S12.7145145145145145145R5045M-18708702590909075钢筋网片钢筋网片纵向2 6，横向 6150155801022.545 45251382520 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布置150100460430610061501-1111060,锚筋见M-1 混凝土强度等级：C55150100460430905306901060 6100615025954545YTB-S12.7-2060（四）校 对设 计审 核图集号46页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张63、拉系数型 号Lo(m)0.750.722YTB-S12.7-1560-15-3 15.05.54545Ap=3S12.750 501515615014514514514514514565075050 50Ap=8S12.7145145145145145145R502525190198050455045 451004595100100100754525870870Ap=2S12.7305050301-130604100415011610061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置951964、 8，与竖向锚筋焊22.545 45 45610061006150混凝土强度等级：12米跨板C40，15米跨板C45YTB-S12.7-2075（一）校 对设 计审 核图集号47页0.750.72YTB-S12.7-2075-15-1 15.04.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-2075-12-1 12.09.5钢筋网片纵向2 6，横向 6150钢筋网片615014514514514514514565075050 50Ap=10S12.7145145145145145145R502525190198050455065、45 451004550100100100754525870870Ap=2S12.7305050301-130604100415011610061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置9521 8，与竖向锚筋焊22.545 45 45610061006150混凝土强度等级：12米、18米跨板C45，15米跨板C50YTB-S12.7-2075（二）校 对设 计审 核图集号48页0.750.72YTB-S12.7-2075-18-1 18.02.5允许最大外加活载标准值(kN/m)Ap张66、拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-2075-15-2 15.06.045钢筋网片纵向2 6，横向 6150450.750.72YTB-S12.7-2075-12-2 12.012.5钢筋网片615014514514514514514565075050 50Ap=12S12.7145145145145145145R502525190198050455045 451004550100100100754525870870Ap=3S12.7305050301-130604100415011610061501060,锚筋见M-1 138M-130302515730267、510 60 60 60 6030 604100415025100630钢筋网片布置9521 8，与竖向锚筋焊22.545 45 45610061006150混凝土强度等级：12米、18米跨板C50，15米跨板C55YTB-S12.7-2075（三）校 对设 计审 核图集号49页0.750.72YTB-S12.7-2075-18-2 18.04.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-2075-15-3 15.08.045钢筋网片纵向2 6，横向 6150450.750.72YTB-S12.7-2075-12-3 12.68、015.0钢筋网片615014514514514514514565075050 50Ap=14S12.7145145145145145145R502525190198050455045 45100455100100100754525870870Ap=3S12.7305050301-130604100415011610061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置9523 8，与竖向锚筋焊22.545 45 4561006100615045钢筋网片纵向2 6，横向 615045混凝土强度等69、级：C55YTB-S12.7-2075（四）校 对设 计审 核图集号50页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-2075-18-3 18.05.04545钢筋网片6150145145145145145145Ap=12S12.780090050 502525190504550R5025钢筋网片混凝土强度等级：C45138M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置3060410041501122.545 45 45 451060,锚筋见M-1 610070、6150610061006150YTB-S12.7-2090（一）校 对设 计审 核图集号51页0.750.72YTB-S12.7-2090-21-1 21.02.5允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-2090-18-1 18.05.545 451054560105451051051059045Ap=3S12.7305050301451451451451451451980钢筋网片纵向2 6，横向 615021 8，与竖向锚筋焊251108708706150145145145145145145Ap=14S12.7800971、0050 502525190504550R5025钢筋网片混凝土强度等级：C50138M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置3060410041501122.545 45 45 451060,锚筋见M-1 61006150610061006150YTB-S12.7-2090（二）校 对设 计审 核图集号52页0.750.72YTB-S12.7-2090-21-2 21.04.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-2090-18-2 18.0772、.045 451054515105451051051059045Ap=3S12.730505030145145145145145145198045钢筋网片纵向2 6，横向 61504523 8，与竖向锚筋焊251108708706150145145145145145145Ap=16S12.780090050 502525190504550R5025钢筋网片138M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置3060410041501122.545 45 45 451060,锚筋见M-1 610061506100610061573、045 457545105451051051059045Ap=3S12.730505030145145145145145145198045钢筋网片纵向2 6，横向 61504523 8，与竖向锚筋焊4545混凝土强度等级：12米、18米跨板C50，15米跨板C55YTB-S12.7-2090（三）校 对设 计审 核图集号53页0.750.72YTB-S12.7-2090-24-1 24.02.5允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S12.7-2090-21-3 21.05.00.750.72YTB-S12.7-2090-18-3 74、18.08.5251108708706150252550060019050 5014514514514514514519802050 5090455045Ap=1S15.2Ap=4S15.28080145145145145145145R5050M-18708702590909070钢筋网片钢筋网片纵向2 6，横向 61501558010251382516 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布置150100460430610061501-1111060,锚筋见M-1 YTB-S15.2-2060（一）校 对设 计审 核图集号54页允许最大外加活载标准值(kN/m)Ap张拉系75、数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2060-12-1 12.04.0混凝土强度等级：C45150100460430905306901060 61006150259580802550 506150252550060019050 5014514514514514514519802050 5090455045Ap=1S15.2Ap=6S15.28080145145145145145145R5050M-18708702590909070钢筋网片钢筋网片纵向2 6，横向 61501558010251382518 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布76、置150100460430610061501-1111060,锚筋见M-1 150100460430905306901060 61006150259580802550 50 50混凝土强度等级：C50YTB-S15.2-2060(二)校 对设 计审 核图集号55页0.750.72YTB-S15.2-2060-15-1 15.03.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2060-12-2 12.07.56150252550060019050 50145145145145145145198050 5060455045Ap=77、2S15.2Ap=8S15.2145145145145145145R5050M-18708702590909070钢筋网片钢筋网片纵向2 6，横向 61501558010251382520 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布置150100460430610061501-1111060,锚筋见M-1 150100460430905306901060 6100615025952550 50 50混凝土强度等级：C55YTB-S15.2-2060（三）校 对设 计审 核图集号56页0.750.72YTB-S15.2-2060-15-2 15.05.5允许最大外加活载标准值(k78、N/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2060-12-3 12.011.05030505030506150252550060019050 50145145145145145145198050 5010455045Ap=2S15.2Ap=10S15.2145145145145145145R5050M-18708702590909070钢筋网片钢筋网片纵向2 6，横向 61501558010251382522 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布置150100460430610061501-1111060,锚筋见M-1 150179、00460430905306901060 6100615025952550 50 50混凝土强度等级：C60YTB-S15.2-2060（四）校 对设 计审 核图集号57页0.750.72YTB-S15.2-2060-18-1 18.03.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2060-15-3 15.07.55030505030505050615014514514514514514565075050 50Ap=6S15.2145145145145145145R502525190198045504550 501003580、95100100100705025870870Ap=1S15.21-130604100415011610061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置9517 8，与竖向锚筋焊610061006150混凝土强度等级：C45YTB-S15.2-2075（一）校 对设 计审 核图集号58页0.750.72YTB-S15.2-2075-15-1 15.05.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2075-12-1 1281、.010.5钢筋网片纵向2 6，横向 6150钢筋网片8080802550 50615014514514514514514565075050 50Ap=8S15.2145145145145145145R502525190198045504550 5010080100100100705025870870Ap=2S15.21-130604100415011610061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置9519 8，与竖向锚筋焊610061006150钢筋网片纵向2 6，横向 6150钢82、筋网片2550 50YTB-S15.2-2075（二）校 对设 计审 核图集号59页0.750.72YTB-S15.2-2075-18-1 18.03.5混凝土强度等级：C50允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2075-12-2 12.015.00.750.72YTB-S15.2-2075-15-2 15.07.5503050503050615014514514514514514565075050 50Ap=10S15.2145145145145145145R502525190198045504550 501003083、100100100705025870870Ap=2S15.21-130604100415011610061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置9521 8，与竖向锚筋焊610061006150钢筋网片纵向2 6，横向 6150钢筋网片2550 50YTB-S15.2-2075（三）校 对设 计审 核图集号60页0.750.72YTB-S15.2-2075-18-2 18.05.5混凝土强度等级：C55允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.75084、.722YTB-S15.2-2075-12-3 12.018.00.750.72YTB-S15.2-2075-15-3 15.010.55030505030505050615014514514514514514565075050 50Ap=12S15.2145145145145145145R502525190198045504550 5010030100100100705025870870Ap=2S15.21-130604100415011610061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片85、布置9521 8，与竖向锚筋焊610061006150钢筋网片纵向2 6，横向 6150钢筋网片2550 505030505030505050混凝土强度等级：C60YTB-S15.2-2075（四）校 对设 计审 核图集号61页0.750.72YTB-S15.2-2075-21-1 21.03.5允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2075-18-3 18.07.56150145145145145145145Ap=10S15.280090050 502525190455045R5025钢筋网片混凝土强度等级：C501386、8M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置306041004150111060,锚筋见M-1 61006150610061006150YTB-S15.2-2090（一）校 对设 计审 核图集号62页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2090-21-1 21.04.050 501055040105501051051058550Ap=2S15.2305050301451451451451451451980钢筋网片纵向2 6，横向 615021 887、，与竖向锚筋焊251100.750.72YTB-S15.2-2090-18-1 18.07.52550 50 50 508708706150145145145145145145Ap=12S15.280090050 502525190455045R5025钢筋网片138M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置306041004150111060,锚筋见M-1 6100615061006100615050 501055040105501051051058550Ap=2S15.23050503014514514514514588、1451980钢筋网片纵向2 6，横向 615021 8，与竖向锚筋焊25110混凝土强度等级：C55YTB-S15.2-2090（二）校 对设 计审 核图集号63页0.750.72YTB-S15.2-2090-24-1 24.03.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2090-21-2 21.05.50.750.72YTB-S15.2-2090-18-2 18.010.02550 50 50 508708706150145145145145145145Ap=14S15.280090050 502525190455089、45R5025钢筋网片138M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置306041004150111060,锚筋见M-1 6100615061006100615050 509550105501051051058550Ap=2S15.2305050301451451451451451451980钢筋网片纵向2 6，横向 615023 8，与竖向锚筋焊25110混凝土强度等级：C60YTB-S15.2-2090（三）校 对设 计审 核图集号64页0.750.72YTB-S15.2-2090-24-2 24.03.5允许最大外90、加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTB-S15.2-2090-21-3 21.07.00.750.72YTB-S15.2-2090-18-3 18.012.0502550 50 50 50 508708706150YTBW-S12.7-1560(一)校 对设 计审 核图集号65页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTBW-S12.7-1560-12-1 12.03.0混凝土强度等级：C402560025150Ap=6H5Ap=4S12.7钢筋网片16016050404016040409091、90901558025138251016 8，与竖向锚筋焊3030M-115010046043025309060 60 60 6090R5050505001201601601601206406406100615015010046043030906301-111690钢筋网片布置1480钢筋网片纵向2 6，横向 615045454552.552.51060,锚筋见M-1 1060 6100615022.545 45306150100100750100100150Ap=6S12.71601604040 50160138M-1303025157302510160Ap=2S12.77595 60 6092、 60 60R5050506502525640640148016016016016045钢筋网片1-13060410041501130 604100415025100630钢筋网片布置954545454552.552.5钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 19 8，与竖向锚筋焊22.545 45 45610061006150YTBW-S12.7-1575（一）校 对设 计审 核图集号66页0.750.72YTBW-S12.7-1575-15-1 15.04.0混凝土强度等级：C40允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)293、256150100100750100100150Ap=8S12.71601604040 50160138M-1303025157302510160Ap=2S12.77550 60 60 60 60R5050506502525640640148016016016016045钢筋网片1-13060410041501130 604100415025100630钢筋网片布置954545454552.552.5钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 21 8，与竖向锚筋焊22.545 45 45610061006150YTBW-S12.7-1575（二）校 对设 计审 94、核图集号67页0.750.72YTBW-S12.7-1575-18-1 18.03.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)2254545混凝土强度等级：C406150混凝土强度等级：C4040150Ap=10S12.750 401051051051059045R50900160160160160505080016016016016025256406401480138M-13030251588025 1060 60 60 6025Ap=2S12.71-130 6041004150105730钢筋网片布置306041004150114545454552.55295、.545451510522.545 45 45 45 451060,锚筋见M-1 61006150610061006150YTBW-S12.7-1590（一）校 对设 计审 核图集号68页0.750.72YTBW-S12.7-1590-21-121.02.5允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)2钢筋网片纵向2 6，横向 6150钢筋网片23 8，与竖向锚筋焊2511061502560025150Ap=4S15.2钢筋网片160160651609090901558025138251016 8，与竖向锚筋焊3030M-11501004604302550906096、 60 60 6070R50505050016016016016016064064061006150150100460430905301-111690钢筋网片布置1480钢筋网片纵向2 6，横向 615050505050501060,锚筋见M-1 1060 610061502550 5020Ap=1S15.2652595YTBW-S15.2-1560（一）校 对设 计审 核图集号69页混凝土强度等级：C45允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTBW-S15.2-1560-12-1 12.06.061501001007501001001597、0Ap=4S15.2160160160138M-1303025157302510160Ap=1S15.270100 60 60 60 60R5050506502525640640148016016016016050钢筋网片1-13060410041501130 604100415025100630钢筋网片布置95钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 17 8，与竖向锚筋焊610061006150YTBW-S15.2-1575(一)校 对设 计审 核图集号70页0.750.72YTBW-S15.2-1575-15-1 15.03.5混凝土强度等级：C45允许最98、大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)22550505050503065652550 506150100100750100100150Ap=6S15.2160160160138M-1303025157302510160Ap=1S15.27080 60 60 60 60R5050506502525640640148016016016016050钢筋网片1-13060410041501130 604100415025100630钢筋网片布置95钢筋网片纵向2 6，横向 6150610061501060,锚筋见M-1 19 8，与竖向锚筋焊61006100615025599、0505050502550 505050YTBW-S15.2-1575（二）校 对设 计审 核图集号71页0.750.72YTBW-S15.2-1575-18-1 18.03.5混凝土强度等级：C45允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)265656150150Ap=8S15.21051051051058550R50900160160160160505080016016016016025256406401480138M-13030251588025 1060 60 60 6025Ap=2S15.21-130 6041004150105730钢筋网片布置306100、041004150111051060,锚筋见M-1 61006150610061006150钢筋网片纵向2 6，横向 6150钢筋网片505050505050402550 50 5021 8，与竖向锚筋焊2511040 50 405050混凝土强度等级：C45YTBW-S15.2-1590（一）校 对设 计审 核图集号72页0.750.72YTBW-S15.2-1590-21-121.03.5允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)2615013830302515103025 1060 60 60 602550 50 5023 8，与竖向锚筋焊50 50YTB101、W-S15.2-15105（一）校 对设 计审 核图集号73页混凝土强度等级：C45允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTBW-S15.2-15105-24-124.02.540 50 40160160160160160160160160255050505050801001001001001001007050150Ap=10S15.21050505095025256406401480Ap=2S15.21-1钢筋网片纵向2 6，横向 6150钢筋网片505050306041004150100930钢筋网片布置610061006150953102、0604100415011610061501060,锚筋见M-1 256150252550060019050 5014514514514514514519803045 4590504550Ap=2S12.7Ap=6S12.730505014514514514514514530R5045M-18708702590909075钢筋网片钢筋网片纵向2 6，横向 6150155801022.545 45251382516 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布置150100460430610061501-1111060,锚筋见M-1 YTBW-S12.7-2060.1（一）校 对设103、 计审 核图集号74页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTBW-S12.7-2060-12-1 12.04.0混凝土强度等级：C40150100460430905306901060 610061502595615014514514514514514565075050 50Ap=8S12.7145145145145145145R502525190198050455045 451004595100100100754525870870Ap=2S12.7305050301-130604100415011610061501060,锚筋见M-1 104、138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置9519 8，与竖向锚筋焊22.545 45 45610061006150混凝土强度等级：C40YTBW-S12.7-2075（一）校 对设 计审 核图集号75页0.750.72YTBW-S12.7-2075-15-1 15.04.5允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)2钢筋网片纵向2 6，横向 6150钢筋网片615014514514514514514565075050 50Ap=10S12.7145145145145145145R50105、2525190198050455045 451004550100100100754525870870Ap=2S12.7305050301-130604100415011610061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置9521 8，与竖向锚筋焊22.545 45 45610061006150混凝土强度等级：C40YTBW-S12.7-2075（二）校 对设 计审 核图集号76页0.750.72YTBW-S12.7-2075-18-1 18.03.0允许最大外加活载标准值(kN/m)Ap106、张拉系数Ap张拉系数型 号Lo(m)245钢筋网片纵向2 6，横向 615045钢筋网片6150145145145145145145Ap=12S12.780090050 502525190504550R5025钢筋网片混凝土强度等级：C40138M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置3060410041501122.545 45 45 451060,锚筋见M-1 61006150610061006150YTBW-S12.7-2090（一）校 对设 计审 核图集号77页0.750.72YTBW-S12.7-2090-2107、1-1 21.03.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)245 451054560105451051051059045Ap=3S12.7305050301451451451451451451980钢筋网片纵向2 6，横向 615021 8，与竖向锚筋焊251108708706150145145145145145145Ap=16S12.780090050 502525190504550R5025钢筋网片138M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置3060410041501122.108、545 45 45 451060,锚筋见M-1 6100615061006100615045 457545105451051051059045Ap=3S12.730505030145145145145145145198045钢筋网片纵向2 6，横向 61504523 8，与竖向锚筋焊4545混凝土强度等级：C40YTBW-S12.7-2090（二）校 对设 计审 核图集号78页0.750.72YTBW-S12.7-2090-24-1 24.02.5允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)2251108708706150252550060019050 50145109、14514514514514519802050 5090455045Ap=1S15.2Ap=4S15.28080145145145145145145R5050M-18708702590909070钢筋网片钢筋网片纵向2 6，横向 61501558010251382516 8，与竖向锚筋焊3030 60 60 60 60钢筋网片布置150100460430610061501-1111060,锚筋见M-1 YTBW-S15.2-2060（一）校 对设 计审 核图集号79页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTBW-S15.2-2060-12110、-1 12.04.0混凝土强度等级：C45150100460430905306901060 61006150259580802550 50615014514514514514514565075050 50Ap=6S15.2145145145145145145R502525190198045504550 501003595100100100705025870870Ap=1S15.21-130604100415011610061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置9517 8，与竖向锚筋111、焊610061006150混凝土强度等级：C45YTB-S15.2-2075（一）校 对设 计审 核图集号80页0.750.72YTB-S15.2-2075-15-115.05.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)2钢筋网片纵向2 6，横向 6150钢筋网片8080802550 50615014514514514514514565075050 50Ap=8S15.2145145145145145145R502525190198045504550 5010080100100100705025870870Ap=2S15.21-1306041004150116112、10061501060,锚筋见M-1 138M-1303025157302510 60 60 60 6030 604100415025100630钢筋网片布置9519 8，与竖向锚筋焊610061006150钢筋网片纵向2 6，横向 6150钢筋网片2550 50YTBW-S15.2-2075（二）校 对设 计审 核图集号81页0.750.72YTBW-S15.2-2075-18-1 18.04.0混凝土强度等级：C45允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)25030505030506150145145145145145145Ap=8S15.28009005113、0 502525190455045R5025钢筋网片混凝土强度等级：C45138M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置306041004150111060,锚筋见M-1 61006150610061006150YTBW-S15.2-2090（一）校 对设 计审 核图集号82页允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)0.750.722YTBW-S15.2-2090-21-1 21.03.050 5010550105901051051058550Ap=2S15.2305050301451114、451451451451451980钢筋网片纵向2 6，横向 615021 8，与竖向锚筋焊251102550 50 50 508708706150145145145145145145Ap=12S15.280090050 502525190455045R5025钢筋网片138M-13030251588025 1060 60 60 601-130 6041004150105730钢筋网片布置306041004150111060,锚筋见M-1 6100615061006100615050 501055040105501051051058550Ap=2S15.23050503014514514514115、51451451980钢筋网片纵向2 6，横向 615021 8，与竖向锚筋焊25110混凝土强度等级：C45YTBW-S15.2-2090（二）校 对设 计审 核图集号83页0.750.72YTBW-S15.2-2090-24-1 24.03.0允许最大外加活载标准值(kN/m)Ap张拉系数Ap张拉系数型 号Lo(m)22550 50 50 508708706150YTB-S12.7-1560-12-1150001200012000150001200025.2834.1337.9222.56YTB-S12.7-1560-12-2YTB-S12.7-1560-12-3YTB-S12.7-156116、0-15-1YTB-S12.7-1560-15-2YTB-S12.7-1575-12-1YTB-S12.7-1575-12-2YTB-S12.7-1575-12-3YTB-S12.7-1575-15-1YTB-S12.7-1575-15-2YTB-S12.7-1575-15-3YTB-S12.7-1575-18-1YTB-S12.7-1575-18-2YTB-S12.7-1575-18-3YTB-S12.7-1575-21-1YTB-S12.7-1590-18-1YTB-S12.7-1590-18-2YTB-S12.7-1590-18-3YTB-S12.7-1590-21-1YTB-S12.7117、-1590-21-2YTB-S12.7-1590-21-312000150001200018000180001200015000150001800021000180001800018000210002100021000C40C45C50C40C4517.4132.0316.2819.66C40C45C50C40C45C50C40C45C50C55C45C50C55C45C50C5540.7831.7848.6520.5326.1518.2831.7821.6525.0317.1530.4025.9034.9019.1521.4024.77?23.5026.1121.4043.2448.0523118、.1821.9824.4226.5926.5429.4827.3942.9047.6722.9755.0561.1723.5524.6727.4232.2142.9047.6728.8535.3139.2328.1927.7130.7927.2565.6872.9823.9023.1625.7337.2733.7937.5433.7529.2332.4833.0734.9638.8533.5841.0445.6034.2747.1152.3534.8225.8528.7237.5128.8932.1038.1933.4437.1639.03?cr?L(mm)?uq1.50q(kN/m2)?s(119、mm)?q(kN/m)2?max?0/501.35q(kN/m2)?1.0811.1501.0601.0101.0451.1151.0890.9921.0291.0521.0631.0811.0300.9821.0001.0331.0010.9820.9971.0150.990?84?1.50q(kN/m2)37.9226.1148.0524.4229.4847.6761.1727.4247.6739.2330.7972.9825.7337.5432.4838.8545.6052.3528.7232.1037.1615000YTB-S12.7-1560-15-3C5024.1632.6136.120、2328.191.00536.23?46.28?85?YTB-S15.2-1560-12-11500012000150001200034.28YTB-S15.2-1560-12-2YTB-S15.2-1560-15-2YTB-S15.2-1575-12-1YTB-S15.2-1575-12-2YTB-S15.2-1575-12-3YTB-S15.2-1575-15-1YTB-S15.2-1575-15-2YTB-S15.2-1575-15-3YTB-S15.2-1575-18-1YTB-S15.2-1575-18-2YTB-S15.2-1575-21-1YTB-S15.2-1590-18-1Y121、TB-S15.2-1590-18-2YTB-S15.2-1590-18-3YTB-S15.2-1590-21-2YTB-S15.2-1590-21-3YTB-S15.2-15105-24-11200012000180001800012000150001500021000180001800018000210002100024000C45C50C5024.1630.65C45C50C55C45C50C5019.4055.4028.4036.2819.4017.1525.0336.0230.4041.6525.9029.2722.27C45C50C5526.4144.1532.6135.6541.3122、859.6174.7933.7926.1948.9738.3426.1948.6323.1656.2334.9639.5230.0651.4236.2339.6145.9866.2383.1037.5429.1054.4242.6029.1054.0325.7362.4738.8543.9133.4023.34 22.44 28.50 22.87 23.71 24.13 33.75 32.52 29.26 28.48 27.01 34.94 37.27 35.45 39.27 39.90 43.53 1.0791.1221.0351.1631.1091.0760.9891.0331.0241.123、0691.1280.9830.9921.0240.9860.9891.0071.113?cr?L(mm)?uq1.50q(kN/m2)?s(mm)?q(kN/m)2?max?0/501.35q(kN/m2)?1.50q(kN/m2)51.4236.2345.9866.2383.1037.5429.1054.4242.6029.1025.73YTB-S15.2-1560-12-31500021.91YTB-S15.2-1560-15-112000C55C4543.2858.4364.9223.83 1.0251.03532.8627.82 29.5739.6164.9232.86YTB-S15.124、2-1590-21-12100021.4028.8932.1038.19 0.996C45C50C55C45C50C55C5541.0445.6034.27 54.0362.4738.8543.9133.4032.1045.60YTB-S15.2-15105-24-22400023.3931.5835.0943.87 1.174C5535.09?YTB-S15.2-15105-24-32400024.5233.1036.7844.18 1.145C6036.78?86?YTB-S12.7-2060-12-1150001200012000150001200032.93YTB-S12.7-2060125、-12-2YTB-S12.7-2060-12-3YTB-S12.7-2060-15-1YTB-S12.7-2060-15-2YTB-S12.7-2075-12-1YTB-S12.7-2075-12-2YTB-S12.7-2075-12-3YTB-S12.7-2075-15-1YTB-S12.7-2075-15-2YTB-S12.7-2075-15-3YTB-S12.7-2075-18-1YTB-S12.7-2075-18-2YTB-S12.7-2075-18-3YTB-S12.7-2090-18-1YTB-S12.7-2090-18-2YTB-S12.7-2090-18-3YTB-S12.7-126、2090-21-1YTB-S12.7-2090-21-2YTB-S12.7-2090-21-3YTB-S12.7-2090-24-112000150001200018000180001200015000150001800018000180001800021000210002100024000C40C45C50C45C5025.4340.4320.9325.43C40C45C50C45C50C55C45C50C55C45C50C55C45C50C55C5552.0043.0059.5026.5032.5022.0038.5026.5029.5036.5732.0741.0723.0727.573127、0.5723.07YTB-S12.7-2060-15-315000C5529.93?44.4549.3934.3338.1454.5860.6428.2531.3934.3338.1440.4044.8943.8748.7435.7739.7480.3289.2470.2077.9958.0564.4935.7739.7429.7032.9951.9757.7439.8244.2443.2948.1049.3654.8555.4461.6031.1434.6037.2141.351.1231.1561.0931.0831.0701.0421.1131.1331.0831.1071.1171.0128、411.0831.0781.0571.0661.0651.0591.0551.01341.2645.8531.1434.601.0211.008?cr?L(mm)?uq1.50q(kN/m2)?s(mm)?q(kN/m)2?max?0/501.35q(kN/m2)?1.50q(kN/m2)22.66 21.89 23.18 26.68 27.50 28.13 28.15 27.36 23.89 23.58 23.15 32.94 31.97 28.73 33.45 33.51 34.09 34.57 37.24 38.34 38.93 42.64 49.3938.1460.6431.3938.129、1444.8948.7439.7489.2477.9964.4939.7432.9957.7444.2448.1054.8561.6034.6041.3545.8534.60?YTB-S15.2-2060-12-1150001200012000150001200035.93YTB-S15.2-2060-12-2YTB-S15.2-2060-12-3YTB-S15.2-2060-15-1YTB-S15.2-2060-15-2YTB-S15.2-2075-12-1YTB-S15.2-2075-12-2YTB-S15.2-2075-12-3YTB-S15.2-2075-15-1YTB-S15.2-2130、075-15-2YTB-S15.2-2075-15-3YTB-S15.2-2075-18-1YTB-S15.2-2075-18-2YTB-S15.2-2075-18-3YTB-S15.2-2075-21-1YTB-S15.2-2090-18-1YTB-S15.2-2090-18-2YTB-S15.2-2090-18-3YTB-S15.2-2090-21-1YTB-S15.2-2090-21-2YTB-S15.2-2090-21-312000150001200018000180001200015000150001800021000180001800018000210002100021000C45131、C50C55C50C5525.4346.4322.4329.93C45C50C55C45C50C55C50C55C60C60C50C55C60C50C55C6059.5046.0068.5029.5037.0031.0046.0037.0025.0038.0751.5745.5727.5732.0736.5724.57YTB-S15.2-2060-15-3YTB-S15.2-2060-18-11500018000C60C6035.9322.43YTB-S15.2-2090-24-1YTB-S15.2-2090-24-224000C6024000C5526.0748.5053.8922.89 3132、4.3338.1421.89 62.6869.6423.50 30.2833.6426.98 40.4044.8928.13 30.2833.6432.48 48.5053.8928.76 49.9555.4928.60 39.8244.2427.78 92.47102.7424.10 80.3289.2423.85 62.1068.9923.31 41.8546.4933.68 33.7537.4932.65 62.1068.9929.28 33.7537.4938.18 49.9555.4934.44 51.3957.1034.26 61.5168.3534.97 69.6177.3535133、.41 37.2141.3538.34 43.2948.1039.19 1.1311.1481.0771.1111.0341.0991.0271.0881.1001.1301.0921.1421.0511.0821.0501.0791.0241.0621.0341.0341.0491.052?49.3654.85 39.87 33.1636.8543.10 35.1939.1043.51 1.0471.0261.075?87?cr?L(mm)?uq1.50q(kN/m2)?s(mm)?q(kN/m)2?max?0/501.35q(kN/m2)?1.50q(kN/m2)25.00?53.8938134、.1469.6433.6444.8955.4944.24102.7489.2468.9946.4937.4968.9937.4955.4957.1068.3577.3541.3548.1054.85 36.8539.1033.6453.89?240002100015000210001200015.4620.88 23.20 16.63 YTBW-S12.7-1560-12-1YTBW-S12.7-1575-15-1YTBW-S12.7-1575-18-1YTBW-S12.7-1590-21-1YTBW-S15.2-1560-12-1YTBW-S15.2-1575-18-1YTBW-S15.2-135、1590-21-1YTBW-S15.2-15105-24-1YTBW-S12.7-2060-12-1YTBW-S12.7-2075-15-1YTBW-S12.7-2075-18-1YTBW-S12.7-2090-21-1YTBW-S12.7-2090-24-1YTBW-S15.2-2060-12-1YTBW-S15.2-2075-15-1YTBW-S15.2-2075-18-1YTBW-S15.2-2090-21-1YTBW-S15.2-2090-24-118000180001500018000120001200021000240001200015000180002100024000C40C4136、0C40C4018.5816.3316.08C45C45C45C45C40C40C40C40C40C45C45C45C45C4517.46 22.21 18.33 16.95 25.22 22.66 20.72 21.79 20.29 26.72 22.66 23.72 21.79 21.79 YTBW-S?25.09 27.88 21.23 22.05 24.50 24.96 21.71 24.12 28.60 33.32 17.66 26.19 25.28 34.05 37.84 21.61 30.58 33.98 17.17 25.43 32.56 27.50 29.35 27.40 3137、0.44 32.96 29.42 32.69 29.19 27.98 31.09 25.14 30.58 33.98 17.17 36.08 40.09 21.82 32.03 35.59 25.76 29.42 32.69 29.19 29.42 32.69 33.42?cr?L(mm)?uq1.50q(kN/m2)?s(mm)?q(kN/m)2?max?0/501.35q(kN/m2)?1.115 1.031 0.973 1.002 1.065 1.022 1.036 1.123 0.987 1.019 0.967 0.981 1.000 1.127 1.082 1.005 0.991 1138、.010?88?1.50q(kN/m2)23.20 27.88 24.50 24.12 33.32 26.19 37.84 33.98 25.43 27.50 30.44 32.69 31.09 33.98 40.09 35.59 32.69 32.69?YTBW-S15.2-1575-15-115000C4517.46 26.19 20.99 26.19 1.112?23.57 29.99 24.75 22.88 23.57 LL6000600060006000600060006000600012525012560006000审 核图集号T形板屋楼盖典型平面及纵剖面设 计校 对89页T形板屋楼盖横剖面及节点详图LLL250850125125125125M-2托 梁T板与托梁连接T板与T板连接T 板101201500200 50502055666060601470635设 计审 核校 对图集号90页200200200200