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1、先張預應力混凝土T形板按GB50010-2010規范(2015年版)修訂征求意見稿(薄腹工形肋)?06?構件選用表先張預應力混凝土T形板YTBI-H5系列構件選用表螺旋肋鋼絲先張預應力混凝土T形板YTBI-H5150075015000橫截面簡圖規 格12000混凝土強度等級頁碼150090018000標志跨度L(mm)YTBI-H5-1575-12-1C454.0結構性能檢驗相關數據1318H5圖集號T形板YTBI-H5系列構件選用表設 計校 對審 核07頁YTBI-H5-1575-12-2YTBI-H5-1575-12-3YTBI-H5-1575-15-115000YTBI-H5-1575-2、15-2C456.514C459.015C452.514C454.015C453.516YTBI-H5-1590-15-1YTBI-H5-1590-15-2YTBI-H5-1590-15-3YTBI-H5-1590-18-1YTBI-H5-1590-18-2C45C45C45C4524H530H524H530H524H530H536H530H536H55.57.52.53.517181718外加活載(kN/m2)下部允許最大預應力鋼筋40構件選用表先張預應力混凝土T形板YTBI-S12.7系列構件選用表鋼絞線先張預應力混凝土T形板YTBI鋼絞線-S12.715000橫截面簡圖規 格12000混3、凝土強度等級頁碼180001500018000標志跨度L(mm)YTBI-S12.7-1575-12-1C405.0結構性能檢驗相關數據194S12.7圖集號T形板YTBI-S12.7系列構件選用表設 計校 對審 核08頁YTBI-S12.7-1575-12-2YTBI-S12.7-1575-12-3YTBI-S12.7-1575-15-1YTBI-S12.7-1575-15-2YTBI-S12.7-1575-15-3YTBI-S12.7-1575-18-1YTBI-S12.7-1575-18-2YTBI-S12.7-1575-21-1YTBI-S12.7-1590-15-1YTBI-S12.4、7-1590-15-2YTBI-S12.7-1590-15-3YTBI-S12.7-1590-18-1YTBI-S12.7-1590-18-2YTBI-S12.7-1590-18-3YTBI-S12.7-1590-21-12100021000C45C50C40C45C50C45C50C50C45C50C55C45C50C55C556S12.78S12.76S12.78S12.710S12.78S12.710S12.710S12.76S12.78S12.710S12.76S12.78S12.710S12.710S12.79.514.04.07.09.53.55.02.56.09.512.02.55、5.06.53.520212021222122222324252324252515007501500900外加活載(kN/m2)下部允許最大預應力鋼筋41構件選用表先張預應力混凝土T形板YTBI-S15.2系列構件選用表鋼絞線先張預應力混凝土T形板YTBI-S15.2150075015000橫截面簡圖規 格12000混凝土強度等級外加活載(kN/m2)頁碼1500900180001500018000標志跨度L(mm)下部YTBI-S15.2-1575-12-1C455.5結構性能檢驗相關數據263S15.2圖集號T形板YTBI-S15.2系列構件選用表設 計校 對審 核09頁YTBI-S15.6、2-1575-12-2YTBI-S15.2-1575-12-3YTBI-S15.2-1575-15-1YTBI-S15.2-1575-15-2YTBI-S15.2-1575-18-1YTBI-S15.2-1575-18-2YTBI-S15.2-1575-21-1YTBI-S15.2-1590-15-1YTBI-S15.2-1590-15-2YTBI-S15.2-1590-15-3YTBI-S15.2-1590-18-1YTBI-S15.2-1590-18-22100021000C45C50C50C55C45C50C55C45C50C55C50C555S15.27S15.25S15.27S15.7、25S15.27S15.27S15.23S15.25S15.27S15.25S15.27S15.212.017.56.010.02.55.52.53.08.013.04.07.527282728272828293031303142允許最大預應力鋼筋YTBI-S15.2-1590-21-1C557S15.24.031構件選用表先張預應力混凝土T形板YTBIW-S12.7（15.2）-1575系列構件選用表鋼絞線先張預應力混凝土T形屋面板YTBIW鋼絞線-S12.7（15.2）橫截面簡圖規 格混凝土強度等級頁碼15000標志跨度L(mm)YTBIW-S12.7-1575-12-1結構性能檢驗相關數8、據圖集號T形板YTBIW-S12.7（15.2）系列構件選用表設 計校 對審 核10頁YTBIW-S12.7-1575-15-1YTBIW-S12.7-1575-18-1YTBIW-S15.2-1575-12-1YTBIW-S15.2-1575-15-1YTBIW-S15.2-1575-18-1YTBIW-S15.2-1590-21-1YTBIW-S15.2-1590-21-121000C40C40C40C45C45C45C45C453S12.75S12.78S12.73S15.24S15.25S15.28S12.76S15.23.03.03.55.54.03.02.03.03233343639、738353915007501500900外加活載(kN/m2)下部允許最大預應力鋼筋43YTBIW-S12.7系列YTBIW-S15.2系列120001500012000150001800018000YTBIW-S12.7系列YTBIW-S15.2系列先張預應力混凝土T形板YTBIW-S12.7（15.2）-1590系列構件選用表23711見M-15518723312見M-17764YTBI-H5-1575(一)設 計校 對審 核圖集號13頁703585630 502855050140 140 140 140 14027.544050160750Ap=18H5501005014807070710、07030001002002003502-23-375075020030003501072030 60606060 302015520M-11.混凝土強度等級：C45；2.預應力鋼筋：H5消除應力 螺旋累鋼絲1860級；3.圖中未注明的縱向鋼筋均為 6。Ap=18H53060450015017.5140140140140200200303025允許最大外加活載標準值(kN/m2)型 號0.7512000YTBI-H5-1575-12-14.0標志跨度L(mm)預應力張拉系數6150615061505 64 661002 10 僅兩端1-12 10 僅兩端4 612 6焊網成對相向插入4 65 11、61006150614012 6焊網610061504 66焊網1550501516515615023711見M-15518723312見M-17764YTBI-H5-1575（二）設 計校 對審 核圖集號14頁453585630752855050140 140 140 140 14027.544050160750Ap=24H5501005014807070707030001002002003502-23-37507502003000350107201.混凝土強度等級：C45；2.預應力鋼筋：H5消除應力 螺旋累鋼絲1860級；3.圖中未注明的縱向鋼筋均為 6。Ap=24H530604500112、5017.5140140140140200200303025YTBI-H5-1575-15-16150615061505 64 661002 10 僅兩端1-12 10 僅兩端4 612 6焊網成對相向插入4 65 61006150614012 6焊網610061504 66焊網Ap=2H5302 6L=700允許最大外加活載標準值(kN/m2)型 號0.7512000YTBI-H5-1575-12-26.5標志跨度L(mm)預應力張拉系數0.75150002.5155050151651530 60606060 302015520M-1615075020012001480750見M-1750113、60Ap=30H 577YTBI-H5-1575（三）設 計校 對審 核圖集號1002005815頁3561505050440502002002135306045007150見M-17814015Ap=30H51401404332130003503000350707070706650100502 10 僅兩端2 10 僅兩端23014017.530 285 302006150615010020305 64 661004 612 6焊網成對相向插入2-23-36焊網15505050 1516515107204 65 61006150614012 6焊網610061504 61-11.混凝土強度等14、級：C45；2.預應力鋼筋：H5消除應力 螺旋肋鋼絲1860級；3.圖中未注明的縱向鋼筋均為 6。Ap=4H525140 140 140 140 14027.52 6L=700YTBI-H5-1575-15-2允許最大外加活載標準值(kN/m2)型 號0.7515000YTBI-H5-1575-12-39.0標志跨度L(mm)預應力張拉系數0.75180004.030 60606060 302015520M-16150337見M-13175812校 對YTBI-H5-1590（一）設 計21審 核圖集號16頁6578513475見M-16228550100505050140 140 140 115、40 14027.555050200900148025Ap=24H536004203600420100200200200900707070709002-23-3Ap=24H53060450015020020017.5140140140140108701-13075853030Ap=2H56150660061504 661004 612 6焊網成對相向插入5 62 12 僅兩端2 12 僅兩端4 62 6L=7001.混凝土強度等級：C45；2.預應力鋼筋：H5消除應力 螺旋累鋼絲1860級；3.圖中未注明的縱向鋼筋均為 6。6焊網4 65 6100615061406100615012 6焊網允16、許最大外加活載標準值(kN/m2)型 號0.7515000YTBI-H5-1590-15-13.5標志跨度L(mm)預應力張拉系數30155050151651530 60606060 302015520M-16150337見M-13175812校 對YTBI-H5-1590（二）設 計21審 核圖集號17頁6578513475見M-16228550100505050140 140 140 140 14027.555050200900148025Ap=30H536004203600420100200200200900707070709002-23-3Ap=30H5306045001502002017、017.5140140140140108701-130 100603030Ap=2H56150660061504 661004 612 6焊網成對相向插入5 62 12 僅兩端2 12 僅兩端4 62 6L=7001.混凝土強度等級：C45；2.預應力鋼筋：H5消除應力 螺旋累鋼絲1860級；3.圖中未注明的縱向鋼筋均為 6。4 65 6100615061406100615012 6焊網6焊網YTBI-H5-1590-18-1允許最大外加活載標準值(kN/m2)型 號0.7515000YTBI-H5-1590-15-25.5標志跨度L(mm)預應力張拉系數0.75180002.5301550518、050 151651530 60606060 302015520M-16150337見M-13175812校 對YTBI-H5-1590（三）設 計21審 核圖集號18頁6578513475見M-16228550100505050140 140 140 140 14027.555050200900148025Ap=36H536004203600420100200200200900707070709002-23-3Ap=36H53060450015020020017.5140140140140108701-130125353030Ap=4H56150660061504 661004 612 6焊19、網成對相向插入5 62 12 僅兩端2 12 僅兩端4 61.混凝土強度等級：C45；2.預應力鋼筋：H5消除應力 螺旋累鋼絲1860級；3.圖中未注明的縱向鋼筋均為 6。4 65 6100615061406100615012 6焊網6焊網YTBI-H5-1590-18-2允許最大外加活載標準值(kN/m2)型 號0.7515000YTBI-H5-1590-15-37.5標志跨度L(mm)預應力張拉系數0.75180003.52 6L=8003015505050 151651530 60606060 302015520M-16150見M-177設 計校 對YTBI-S12.7-1575（一）審20、 核圖集號19頁358312見M-183321457070707062454521455050140 140 140 140 14027.544050160750Ap=4S12.75010050148030001002002003502-21-13-37507502001072030 60606060 302015520M-1Ap=4S12.73060450015017.514014014014020020030003501.混凝土強度等級：C40；2.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。72555556150615061505 64 661002 1021、 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網1545451516515允許最大外加活載標準值(kN/m2)型 號0.7512000YTBI-S12.7-1575-12-15.0標志跨度L(mm)預應力張拉系數Ap=2H52R6L=700306150見M-177設 計校 對YTBI-S12.7-1575（二）審 核圖集號20頁358312見M-183321457070707062454521455050140 140 140 140 14027.544050160750Ap=6S12.75010050122、48030001002002003502-21-13-375075020010720Ap=6S12.73060450015017.514014014014020020030003501.混凝土強度等級：12米跨板C45，72555556150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網允許最大外加活載標準值(kN/m2)型 號0.7515000YTBI-S12.7-1575-15-14.0標志跨度L(mm)預應力張拉系數Ap=4H52R6L=7000.75123、2000YTBI-S12.7-1575-12-29.530154545151651530 60606060 302015520M-12.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。15米跨板C40；6150見M-177設 計校 對YTBI-S12.7-1575（三）審 核圖集號21頁35812見M-183321457070707062454521455050140 140 140 140 14027.544050160750Ap=8S12.75010050148030001002002003502-21-13-375075020010720Ap=8S12.73024、60450015017.5140140140140200200300035072555556150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網15 45451516515允許最大外加活載標準值(kN/m2)型 號0.7518000YTBI-S12.7-1575-18-13.5標志跨度L(mm)預應力張拉系數Ap=6H52R6L=7000.7512000YTBI-S12.7-1575-12-314.00.7515000YTBI-S12.7-1575-15-2725、.045453030 60606060 302015520M-11.混凝土強度等級：12米跨板C50，2.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。15米、18米跨板C45；6150見M-177設 計校 對YTBI-S12.7-1575（四）審 核圖集號22頁35812見M-183321457070707062454521455050140 140 140 140 14027.544050160750Ap=10S12.75010050148030001002002003502-21-13-375075020010720Ap=10S12.73060450015026、17.514014014014020020030003501.混凝土強度等級：C50；2.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。72555556150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網15 45451516515允許最大外加活載標準值(kN/m2)型 號0.7521000YTBI-S12.7-1575-21-12.5標志跨度L(mm)預應力張拉系數Ap=8H54R6L=8000.7515000YTBI-S12.27、7-1575-15-39.50.7518000YTBI-S12.7-1575-18-25.0454545453030 60606060 302015520M-1615035123審 核YTBI-S12.7-1590（一）設 計32校 對圖集號1見M-178323頁47857見M-1621Ap=4H550100505050140 140 140 140 14027.555050200900148025Ap=6S12.7301087036004203600420100200200200900707070709002-21-13-32R6L=700Ap=6S12.73060450015020020028、17.5140140140140454545255556150615061505 64 661002 12 僅兩端2 12 僅兩端4 612 6焊網成對相向插入4 65 61006150614012 6焊網61006150755164 66焊網允許最大外加活載標準值(kN/m2)型 號0.7518000YTBI-S12.7-1590-18-12.5標志跨度L(mm)預應力張拉系數0.7515000YTBI-S12.7-1590-15-16.01.混凝土強度等級：C45；2.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。154545151651530 606060629、0 302015520M-1615035審 核YTBI-S12.7-1590（二）設 計校 對圖集號見M-178324頁47857見M-1621Ap=6H550100505050140 140 140 140 14027.555050200900148025Ap=8S12.7301087036004203600420100200200200900707070709002-21-13-32R6L=700Ap=8S12.73060450015020020017.514014014014045255556150615061505 64 661002 12 僅兩端2 12 僅兩端4 612 6焊網成對30、相向插入4 65 61006150614012 6焊網61006150755164 6允許最大外加活載標準值(kN/m2)型 號0.7518000YTBI-S12.7-1590-18-25.0標志跨度L(mm)預應力張拉系數0.7515000YTBI-S12.7-1590-15-29.51.混凝土強度等級：C50；2.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。4545456焊網12332115 454515165154530 60606060 302015520M-1615035審 核YTBI-S12.7-1590（三）設 計校 對圖集號見M-178325頁431、7857見M-1621Ap=8H550100505050140 140 140 140 14027.555050200900148025Ap=10S12.7301087036004203600420100200200200900707070709002-21-13-34R6L=800Ap=10S12.73060450015020020017.514014014014045255556150615061505 64 661002 12 僅兩端2 12 僅兩端4 612 6焊網成對相向插入4 65 61006150614012 6焊網61006150755164 61.混凝土強度等級：C55；2.32、預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。12332145 4545 456焊網允許最大外加活載標準值(kN/m2)型 號0.7521000YTBI-S12.7-1590-21-13.5標志跨度L(mm)預應力張拉系數0.7515000YTBI-S12.7-1590-15-312.00.7518000YTBI-S12.7-1590-18-36.515 45451516515454530 60606060 302015520M-16150見M-177設 計校 對YTBI-S15.2-1575（一）審 核圖集號26頁358312見M-18332145707070733、0625050215050140 140 140 140 14027.544050160750Ap=3S15.25010050148030001002002003502-21-13-37507502001072030 60606060 302015520M-1Ap=3S15.23060450015017.514014014014020020030003501.混凝土強度等級：C45；2.預應力鋼筋：S15.2 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。72550506150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6134、00615061407551612 6焊網610061504 66焊網15 5050 1516515Ap=2H52R6L=70030允許最大外加活載標準值(kN/m2)型 號標志跨度L(mm)預應力張拉系數0.7512000YTBI-S15.2-1575-12-15.56150見M-177設 計校 對YTBI-S15.2-1575（二）審 核圖集號27頁358312見M-18332145707070706215050140 140 140 140 14027.544050160750Ap=5S15.25010050148030001002002003502-21-13-37507502001035、720Ap=5S15.23060450015017.514014014014020020030003501.混凝土強度等級：12米、18米跨 板為C45，15米跨板為C50；2.預應力鋼筋：S15.2 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。7256150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網Ap=4H52R6L=7003050505025050允許最大外加活載標準值(kN/m2)型 號0.7518000YTBI-S15.2-1575-1836、-12.5標志跨度L(mm)預應力張拉系數0.7512000YTBI-S15.2-1575-12-212.00.7515000YTBI-S15.2-1575-15-16.015 5050 151651530 60606060 302015520M-16150見M-177設 計校 對YTBI-S15.2-1575（三）審 核圖集號28頁35812見M-18332145707070706215050140 140 140 140 14027.544050160750Ap=7S15.25010050148030001002002003502-21-13-375075020010720Ap=7S15.37、23060450015017.514014014014020020030003501.混凝土強度等級：12米、18米 跨板C50，15米、21米跨板C55；2.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。7256150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網15 50501516515允許最大外加活載標準值(kN/m2)型 號0.7521000YTBI-S15.2-1575-21-12.5標志跨度L(mm)預應力張拉系數A38、p=6H54R6L=8000.7515000YTBI-S15.2-1575-15-210.00.7518000YTBI-S15.2-1575-18-25.5503050505025050500.7512000YTBI-S15.2-1575-12-317.530 60606060 302015520M-1615035123審 核YTBI-S15.2-1590（一）設 計32校 對圖集號1見M-178329頁47857見M-1621Ap=2H550100505050140 140 140 140 14027.555050200900148025Ap=3S15.230108703600420360039、420100200200200900707070709002-21-13-32R6L=700Ap=3S15.23060450015020020017.51401401401406150615061505 64 661002 12 僅兩端2 12 僅兩端4 612 6焊網成對相向插入4 65 61006150614012 6焊網61006150755164 6允許最大外加活載標準值(kN/m2)型 號標志跨度L(mm)預應力張拉系數0.7515000YTBI-S15.2-1590-15-13.01.混凝土強度等級：C45；2.預應力鋼筋：S15.2 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為40、 6。5050250506焊網15 5050 151651530 60606060 302015520M-1615035123審 核YTBI-S15.2-1590（二）設 計32校 對圖集號1見M-178330頁47857見M-1621Ap=4H550100505050140 140 140 140 14027.555050200900148025Ap=5S15.2301087036004203600420100200200200900707070709002-21-13-32R6L=700Ap=5S15.23060450015020020017.5140140140140615061506141、505 64 661002 12 僅兩端2 12 僅兩端4 612 6焊網成對相向插入4 65 61006150614012 6焊網61006150755164 61.混凝土強度等級：C50；2.預應力鋼筋：S15.2 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。5050250506焊網50允許最大外加活載標準值(kN/m2)型 號標志跨度L(mm)預應力張拉系數0.7515000YTBI-S15.2-1590-15-28.015 5050 151651530 60606060 302015520M-10.7518000YTBI-S15.2-1590-18-14.0615035123審42、 核YTBI-S15.2-1590（三）設 計32校 對圖集號1見M-178331頁47857見M-1621Ap=6H550100505050140 140 140 140 14027.555050200900148025Ap=7S15.2301087036004203600420100200200200900707070709002-21-13-3Ap=7S15.23060450015020020017.51401401401406150615061505 64 661002 12 僅兩端2 12 僅兩端4 612 6焊網成對相向插入4 65 61006150614012 6焊網61006143、50755164 61.混凝土強度等級：C55；2.預應力鋼筋：S15.2 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。5050250506焊網50允許最大外加活載標準值(kN/m2)型 號0.7518000YTBI-S15.2-1590-18-27.5標志跨度L(mm)預應力張拉系數0.7515000YTBI-S15.2-1590-15-313.030 60606060 302015520M-10.7521000YTBI-S15.2-1590-21-14.05015 50501516515504R6L=8006150見M-177設 計校 對YTBIW-S12.7-1575（一）審 核44、圖集號32頁358312見M-183321457070707062454521455050140 140 140 140 14027.544050160750Ap=3S12.75010050148030001002002003502-21-13-37507502001072030 60606060 302015520M-1Ap=3S12.73060450015017.514014014014020020030003501.混凝土強度等級：C40；2.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。72555556150615061505 64 661002 10 僅45、兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網1545451516515允許最大外加活載標準值(kN/m2)型 號0.7512000YTBIW-S12.7-1575-12-13.0標志跨度L(mm)預應力張拉系數Ap=2H52R6L=700306150見M-177設 計校 對YTBIW-S12.7-1575（二）審 核圖集號33頁358312見M-183321457070707062454521455050140 140 140 140 14027.544050160750Ap=5S12.75010050146、48030001002002003502-21-13-375075020010720Ap=5S12.73060450015017.514014014014020020030003501.混凝土強度等級：C4072555556150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網允許最大外加活載標準值(kN/m2)型 號0.7515000YTBIW-S12.7-1575-15-13.0標志跨度L(mm)預應力張拉系數Ap=4H52R6L=700301545451547、1651530 60606060 302015520M-12.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。6150見M-177設 計校 對YTBIW-S12.7-1575（三）審 核圖集號34頁35812見M-183321457070707062454521455050140 140 140 140 14027.544050160750Ap=8S12.75010050148030001002002003502-21-13-375075020010720Ap=8S12.73060450015017.51401401401402002003000350725555548、6150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網15 45451516515允許最大外加活載標準值(kN/m2)型 號0.7518000YTBIW-S12.7-1575-18-13.5標志跨度L(mm)預應力張拉系數Ap=6H52R6L=70045453030 60606060 302015520M-11.混凝土強度等級：C402.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。615035審 核YTBIW-S12.7-15949、0（一）設 計校 對圖集號見M-178335頁47857見M-1621Ap=6H550100505050140 140 140 140 14027.555050200900148025Ap=8S12.7301087036004203600420100200200200900707070709002-21-13-32R6L=700Ap=8S12.73060450015020020017.514014014014045255556150615061505 64 661002 12 僅兩端2 12 僅兩端4 612 6焊網成對相向插入4 65 61006150614012 6焊網610061507550、5164 6允許最大外加活載標準值(kN/m2)型 號0.7518000YTBIW-S12.7-1590-21-12.0標志跨度L(mm)預應力張拉系數1.混凝土強度等級：C40；2.預應力鋼筋：S12.7 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。4545456焊網12332115 454515165154530 60606060 302015520M-16150見M-177設 計校 對YTBIW-S15.2-1575（一）審 核圖集號36頁358312見M-1833214570707070625050215050140 140 140 140 14027.54405016075051、Ap=3S15.25010050148030001002002003502-21-13-37507502001072030 60606060 302015520M-1Ap=3S15.23060450015017.514014014014020020030003501.混凝土強度等級：C45；2.預應力鋼筋：S15.2 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。72550506150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網15 5050 151652、515Ap=2H52R6L=70030允許最大外加活載標準值(kN/m2)型 號標志跨度L(mm)預應力張拉系數0.7512000YTBIW-S15.2-1575-12-15.56150見M-177設 計校 對YTBIW-S15.2-1575（二）審 核圖集號37頁358312見M-18332145707070706215050140 140 140 140 14027.544050160750Ap=4S15.25010050148030001002002003502-21-13-375075020010720Ap=4S15.23060450015017.514014014014020020053、30003501.混凝土強度等級：C402.預應力鋼筋：S15.2 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。7256150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610061504 66焊網Ap=2H52R6L=7003050505025050允許最大外加活載標準值(kN/m2)型 號0.7515000YTBIW-S15.2-1575-15-14.0標志跨度L(mm)預應力張拉系數15 5050 151651530 60606060 302015520M-16150見M54、-177設 計校 對YTBIW-S15.2-1575（三）審 核圖集號38頁358312見M-18332145707070706215050140 140 140 140 14027.544050160750Ap=5S15.25010050148030001002002003502-21-13-375075020010720Ap=5S15.23060450015017.514014014014020020030003507256150615061505 64 661002 10 僅兩端2 10 僅兩端4 612 6焊網成對相向插入4 65 6100615061407551612 6焊網610055、61504 66焊網Ap=4H52R6L=700305050502505015 5050 151651530 60606060 302015520M-11.混凝土強度等級：C402.預應力鋼筋：S15.2 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。允許最大外加活載標準值(kN/m2)型 號0.7518000YTBIW-S15.2-1575-18-13.0標志跨度L(mm)預應力張拉系數615035123審 核YTBIW-S15.2-1590（一）設 計32校 對圖集號1見M-178339頁47857見M-1621Ap=4H550100505050140 140 140 140 14056、27.555050200900148025Ap=6S15.2301087036004203600420100200200200900707070709002-21-13-32R6L=700Ap=6S15.23060450015020020017.51401401401406150615061505 64 661002 12 僅兩端2 12 僅兩端4 612 6焊網成對相向插入4 65 61006150614012 6焊網61006150755164 61.混凝土強度等級：C40；2.預應力鋼筋：S15.2 鋼絞線1860級；3.圖中未注明的縱向鋼筋均為 6。5050250506焊網50允許最大57、外加活載標準值(kN/m2)型 號標志跨度L(mm)預應力張拉系數15 5050 151651530 60606060 302015520M-10.7521000YTBIW-S15.2-1590-21-13.061501500012000YTBI-H5-1575-12-1YTBI-H5-1575-12-2YTBI-H5-1575-12-3YTBI-H5-1575-15-1YTBI-H5-1575-15-2YTBI-H5-1590-15-1YTBI-H5-1590-15-2YTBI-H5-1590-15-3YTBI-H5-1590-18-1YTBI-H5-1590-18-21200012000158、5000C45C45C45C45C45C45C45C45C45C4525.05 19.43 30.68 16.05 19.43 23.43 18.93 27.93 16.68 18.93?150001500015000180001800026.23 29.14 21.84 1.329 33.82 37.58 22.60 1.252 41.42 46.02 23.13 1.189 21.67 24.08 26.62 1.198 26.23 29.14 27.43 1.156 25.56 28.40 27.08 1.231 31.64 35.15 27.94 1.161 25.56 28.40 359、2.61 1.107 37.71 41.90 28.57 1.117 22.52 25.03 31.94 1.095?YTBI-H5?40?cr?L(mm)?uq1.50q(kN/m2)?s(mm)?q(kN/m)2?max?0/501.35q(kN/m2)?1.50q(kN/m2)?29.14 37.58 46.02 24.08 29.14 28.40 35.15 28.40 41.90 25.03 150001200029.27 32.52 22.18 1.264 YTBI-S12.7-1575-12-1YTBI-S12.7-1575-12-2YTBI-S12.7-1575-12-3YTB60、I-S12.7-1575-15-1YTBI-S12.7-1575-15-2YTBI-S12.7-1575-15-3YTBI-S12.7-1575-18-1YTBI-S12.7-1575-18-2YTBI-S12.7-1575-21-1YTBI-S12.7-1590-15-1YTBI-S12.7-1590-15-2YTBI-S12.7-1590-15-3YTBI-S12.7-1590-18-1YTBI-S12.7-1590-18-2YTBI-S12.7-1590-18-3YTBI-S12.7-1590-21-112000180001800012000150001500021000C40C45C561、0C40C45C50C45C50C50C45C50C55C45C50C55C5531.80 21.68 41.93 19.43 26.18 18.30 31.80 21.68 16.05 32.43 24.56 38.06 16.68 22.31 25.68 18.93?1500018000180001500015000210001800042.93 47.71 23.21 1.182 56.60 62.89 23.81 1.121 26.23 29.14 27.43 1.169 35.34 39.27 28.55 1.095 42.93 47.71 29.17 1.075 24.71 27.62、46 32.74 1.054 29.27 32.52 33.55 1.064 33.15 36.84 28.11 1.144 43.79 48.65 29.05 1.086 51.38 57.09 29.51 1.099 22.52 25.03 31.94 1.127 21.67 24.08 37.49 1.026 30.12 33.46 33.41 1.065 34.67 38.53 34.05 1.101 25.56 28.40 38.14 1.068?YTBI-S?41?cr?L(mm)?uq1.50q(kN/m2)?s(mm)?q(kN/m)2?max?0/501.35q(kN/m2)63、?1.50q(kN/m2)?32.52 47.71 62.89 29.14 39.27 47.71 27.46 32.52 36.84 48.65 57.09 25.03 24.08 33.46 38.53 28.40?YTBI-S?42?12000YTBI-S15.2-1575-12-1YTBI-S15.2-1575-12-2YTBI-S15.2-1575-12-3YTBI-S15.2-1575-15-2YTBI-S15.2-1575-15-3YTBI-S15.2-1575-18-1YTBI-S15.2-1575-18-2YTBI-S15.2-1575-21-1YTBI-S15.2-159064、-15-1YTBI-S15.2-1590-15-2YTBI-S15.2-1590-15-3YTBI-S15.2-1590-18-2YTBI-S15.2-1590-21-1120001800018000120001500015000210001500015000150001800021000C45C45C50C50C55C45C50C55C45C50C55C55C5537.4322.8049.8023.9316.0532.9322.8016.0529.0617.8140.3127.93?-?20.0630.7834.2122.33 1.29950.5356.1423.58 1.15767.23765、4.7124.12 1.13632.3035.8928.23 1.14244.4549.3929.27 1.08621.6724.0832.05 1.12130.7834.2133.78 1.04524.0426.7126.82 1.23639.2343.5928.70 1.13454.4260.4629.66 1.06921.6724.0837.49 1.07137.7141.9034.40 1.045?cr?L(mm)?uq1.50q(kN/m2)?s(mm)?q(kN/m)2?max?0/501.35q(kN/m2)?1.50q(kN/m2)?34.2156.1474.7135.894966、.3924.0834.2126.7143.5960.4624.0841.90YTBI-S15.2-1590-18-118000C5020.0627.0830.0932.90 1.106 30.0927.0830.0938.48 1.041 30.091800015000?YTBIW-S12.7-1575-12-1YTBIW-S12.7-1575-15-1YTBIW-S12.7-1575-18-1YTBIW-S12.7-1575-21-11200012000150002100018000C40C40C40C40C45C45C4515.24 15.24 16.36 13.62 20.86 17.467、9 15.24?20.57 22.85 16.67 1.345 20.57 22.85 20.94 1.193 22.09 24.54 25.54 1.034 18.38 20.42 28.43 1.041 28.16 31.29 17.57 1.316 23.61 26.23 21.46 1.187 20.57 22.85 25.21 1.095?YTBIW-S12.7?43?cr?L(mm)?uq1.50q(kN/m2)?s(mm)?q(kN/m)2?max?0/501.35q(kN/m2)?1.50q(kN/m2)?22.85 22.85 24.54 20.42 31.29 26.23 22.85?YTBIW-S15.2-1575-12-1YTBIW-S15.2-1575-15-1YTBIW-S15.2-1575-18-1YTBIW-S15.2-1575-21-121000C4515.87 21.42 23.80 29.31 1.003 23.80 LL6000600060006000600060006000600012525012560006000審 核圖集號T形板屋樓蓋典型平面及縱剖面設 計校 對44頁