晋14G05  钢筋混凝土过梁

370厚烧结普通砖墙过梁选用表（四净路Ln墙厚(370mm)核长度L截面截面混凝土受力钢筋MuVcsNtu混凝土审(m)过梁自重过梁编号尺守类型体积页次(m )(bxh)强度等级种类(kN ·m)(kN)(kN)(m)(kg)BRGL372412.9370X180IHPB30011.8260.40173.440.193481.1956BRGL372422.9370X240IHRB40023.7084.31173.440.257641.5856对BRGL372432.9370X240校HRB40028.7984.03173.440.257641.58562.4C25BRGL372442.9370X240IHRB40036.7383.62173.440.257641.5856BRGL372452.9370X300IHRB40048.74107.94173.440.321801.9856BRGL372462.9370X300IHRB40054.53108.17173.440.321801.9856BRGL372713.2370X180IIHRB40016.3859.99173.440.213531.1456设BRGL372723.2370X240IIHRB40026.2884.16173.440.283708.1856BRGL372733.2 370X240IHRB40036.7383.62173.440.283708.1856 2.7C25BRGL372743.2370X300IIHRB40048.74107.94173.440.354885.2356图BRGL372753.2370X300IHRB40060.66108.01173.440.354885.2356制BRGL372763.2370X360ⅡHRB40075.99132.33173.440.4251062.2756BRGL373013.5370X240IHRB40023.7084.31173.440.310774.7856BRGL373023.5370X240IHRB40031.2683.91173.440.310774.7856BRGL373033.5370X300IHRB40048.743.0107.94173.440.387968.4856C25BRGL373043.5370X300IIHRB40060.66108.01173.440.387968.4856BRGL373053.5370X360IIHRB40075.99132.33173.440.4651162.1756BRGL373063.5370X360IIHRB40098.85133.76173.440.4651162.1757图集号370厚烧结普通砖墙过梁选用表（四14G05页次18

370原烧结多孔砖墙过梁选用表（五）净路Ln墙厚（370mm）核长度L截面截面混凝土受力钢筋MuVcsNtu混凝土(m)过梁编号尺寸体积过梁自重类型页次(m)(bxh)强度等级种类(kN · m)(kN)(kN)(m)(kg)PRGL373313.8370X290IIHRB40029.80104.58173.440.4071016.67683.3PRGL373323.8370X290C25HRB40043.66103.99173.440.4071016.6768对PRGL373333.8370X390HRB40074.87144.65173.440.5471367.2468校PRGL373614.1370X290IHRB40036.37104.29173.440.4391097.14683.6PRGL373624.1370X390IC25HRB40061.50144.56173.440.5901475.4768PRGL373634, 1370X390IIHRB40074.87144.65173.440.5901475.4768PRGL373914.4370X290IIHRB40039.57104.17173.440.4711177.6268设3.9PRGL373924.4370X390IIC25HRB40074.87144.65173.440.6341583.6968PRGL373934.4370X390IIHRB40093.51144.30173.440.6341583.6968PRGL374214.7370X390IIHRB40056.19144.71173.440.6771691.9268图4.2PRGL374224.7370X390IIC25HRB40074.87144.65173.440.6771691.9268制PRGL374234.7370X390IIHRB40099.87144.53173.440.6771691.9268图集号14G05370厚烧结多孔砖墙过梁选用表（五页次30

120厚加气混凝土砌块墙过梁选用表

核150厚加气混凝土块墙过梁选用表（二中净路Ln墙厚150mm长度L截面截面混凝土受力钢筋MuVcsNtu混凝土过梁自重(m)过梁编号类型种类体积页次(m)(bxh)(bxh )强度等级(kN m)(kN)(kN)(m")(kg)对ARGL152112.6150x200IIC25HPB3004.4135.4540校0.078195.00762.1ARGL152122.6150x200C25HPB3004.41.35.45400.078195.0076.ARGL152412.9150x200IIC25HPB3004.4135.45400.087217.50762.4ARGL152422.9150x200IC25HPB3006.6635.45400.087217.5076计ARGL152713.2150x250IC25HPB3005.7646.14420.120300.002.776设ARGL152723.2150x250C25HPB3008.7846.14420.120300.0076ARGL153013.5150x250C25HPB3005.7646.14420.131328.15763.0ARGL153023.5150x250IIC25HPB3008.7846.14420.131328.1576ARGL153313.8150x300C25HPB3007.1256.64420.171427.576制3.3ARGL153323.8150x300IIC25HPB30010.9056.64420.171427.576阁集号150厚加气混凝土砌块墙过梁选用表14G05页次38

设备设计图纸核1.80厚加气混凝土块墙过梁选用表（二）审净离Ln墙厚180mm长度L截面截面混凝土受力钢筋MuVcsNtu混凝土过梁自重樊(m)过梁编号类型体积页次(m)(bxh)(bxh)强度等级种类(kN · m)(kN)(kN)(m")(kg)对校ARGL182112.6180x200IIC25HPB3004.4439.95400.093234.00782.1ARGL182122.6180x200IC25HPB3004.4439.95400.093234.0078远ARGL182412.9180x200C25HPB3004.4439.95400.104261.007832.4ARGL182422.9180x200IIC25HPB3006.7439.95400.104261.0078计ARGL182713.2180x250IIC25HPB3005.8046.14420.144360.0078设2.7ARGL182723.2180x250IIC25HPB3008.8646.14420.144360.0078ARGL183013.5180x250IIC25HPB3005.8046.14420.157393.00783.0ARGL183023.5180x250IIC25HPB3008.8646.14420.157393.0078ARGL183313.8180x300IIC25HPB30011.2063.83420.205513.0078制3.3ARGL183323.8180x300IIC25HPB30013.8663.83420.205513.0078ARGL183614. 1180x300C25HPB30011.2063.83420.222555.00783.6ARGL183624.1180x300IIC25HPB40014.5163.83420.222555.0078ARGL183914.4180x350IC25HPB30013.2275.42420.277693.00783.9 ARGL183924.4180x350IC25HPB40017.3475.42420.277693.0078180厚加气混凝土砌块墙过梁选用表图集号14G05页次40

200厚加气混凝土砌块墙过梁选用表（二）

250厚加气混凝土砌块墙过梁选用表（二

楼300厚加气混凝土砌块墙过梁选用表（二）中净路Ln墙厚300mm长L截面截面混凝土受力钢筋MuVcsNtu混凝土过梁自重(m)过梁编号类型体积页次(m)(bxh)(bxh)强度等级种类(kN · m)(kN)(kN)(m)(kg)女校ARGL302112.6300x200C25HRB4004.5058.33140.630.155390.00842.1ARGL302122.6300x200C25HRB4004.5058.33140.630.155390.0084ARGL302412.9300x200IIC25HRB40013.3260.00140.630.173435.00842.4ARGL302422.9300x200C25HRB40013.3260.00140.630.173435.0084计ARGL302713.2300x250IIC25HRB40011.9375.14140.630.239600.0084设2.7ARGL302723.2300x250IC25HRB40017.5675.14140.630.239600.0084ARGL303013.5300x250C25HRB40017.5675.14140.630.262652.65843.0ARGL303023.5300x250IⅡIC25HRB40017.5675.14140.630.262652.6584图ARGL303313.8300x300C25HRB40020.8891.95140.630.341855.0084制3.3ARGL303323.8300x300C25HRB40027.7391.95140.630.341855.0084ARGL303614.1300x300IIC25HRB40020.8891.95140.630.368922.50843.6ARGL303624.1300x300IC25HRB40027.7391.95140.630.368922.5084ARGL303914.4300x350IIC25HRB40024.95109.20140.630.4611155.00843.9ARGL303924.4300x350C25HRB40033.21109.20140.630.4611155.0084300厚加气混凝土砌块墙过梁选用表（二图集号14G05页次46

240厚烧结普通砖墙过梁钢筋表（四）

190厚混凝土砌块墙过梁钢筋表（二）核审长度L截面尺寸配筋箍筋间距钢筋用量（kg)过梁编号(m)(bxh)③④(mm)48中10整121416总重CRGL191.201.80190X1902482081146L= 1880L=1860L=7001.712.964.67CRGL1912 11.80190X1902$82Φ811$6对=1880=1860L=7001.712.964.67校CRGL191221.80190X1902+10248L=7001146=1905L=18601.711.472.355.53CRGL191231.80190X1902签12281196=1780=1860L=7001.711.473.166.34CRGL191241.80190X19029122482980唐=1780=18601.711.473.166.34CRGL191251.80190X1902盆122$8L=7001146=1780=18601.711.473.166.34计24829800设CRGL191502.10190x190=2180=21601.863.445.30CRGL191512.10190x1902$1028=2160[=700946=22051.861.712.726.30CRGL191522.10190x1902坐122+89+6=2080=2160L=7002001.861.713.697.24CRGL191532.10190x1902坐12248L=700L=2080=21601.861.713.697.24CRGL191542.10190x3902Φ102481246制=2205=2160L=11002.931.712.727.36CRGL191552.10190x3902122Φ8=2080=2160=11002.931.713.698.33CRGL191802.40190x1902+828L=7001446=2480=24602.173.906.07CRGL191812.40190x1902122Φ8146=2380=2460=7002.171.944.228.33CRGL191822.40190x1902142+8146=2380=2460L=7002.171.945.579.68CRGL 191832.40190x390212=24602$8L=110014+6=23803.421.944.229.58CRGL191842.40190x39029122481446=2380=2460L=11003.421.944.229.58CRGL191852.40190x39029122Φ82380=24601496=11003.421.944.229.58图集号190厚混凝土砌块墙过梁钢筋表（二14G05次70

190厚混凝土砌块墙过梁钢筋表(三)核长度L截面尺寸配筋过梁编号箍筋问距钢筋用量（kg）(m)(bxh )③(mm)$8Φ10垒12坐14垒16总重CRGL192102.70190X19024828.15$6郭L=2780L=2760L=7002.334.386.71CRGL192112.70190X19029122$8L=7001546对L=2680=27603.662.184.7610.60校CRGL192122.70190x3902122081546L=2680=2760L=11003.662.184.7610.60CRGL192132.70190x390L=2680212298L=110015Φ6L=27603.662.184.7610.60CRGL192142.70190x3902214248156=2680L=2760L=11003.662.186.4712.31CRGL192152.70190x3902盘14248156L=2680L=2760L=11003.662.186.4712.31CRGL192403.00190x1902410L=30602481746设L=3105L=7002.642.423.838.89CRGL192413.00190x39029122Φ81746L=2980L=3060L=11004.152.425.2911.86CRGL192423.00190x3902122481746L=2980L=3060L=11002004.152.425.2911.86刘CRGL192433.00190x390214281746=2980L=3060L=11004.152.427.2013.78图CRGL192443.00190x3902位121122$81746制=2980=2980L=3060L=11004.152.427.9314.50CRGL192453.00190x3902笠141坐122410176=2980L=2980L=3085L=11004.153.812.647.2017.80CRGL192703.30190x19029122481846=3280L=3360L=7002.802.655.8311.25CRGL192713.30190x3902122481846L=3280L=3360L=11004.392.6513.15CRGL192723.30190x3902914248184L=3280L=3360L=11004.392.647.9214.97CRGL192733.30190x3902912112=32802101846L=3280L=3385L=11004.394.188.7317.30CRGL192743.30190x3902141坐142Φ101846=3280L=3280=3385L=11004.394.1811.8820.45CRGL192753.30190x3902161坐142121846=3280=3280L=3260L=11004.395.793.9610.3524.49190厚混凝土砌块墙过梁钢筋表图集号（=14G05页次71

张核审120厚加气混凝土砌块墙过梁钢筋表强长度L截面高度配筋箍筋或分钢筋用量（kg）过梁编号布筋间距(m)(mm)②?(mm)$8Φ10些12坐14坐16总重对校ARGL120612$86$61. 1902000.130.931.06ARGL12062L=1180L= 100ARGL120712$87Φ6张菜1.2902000.161.011.17ARGL12072L=1280L=100计ARGL120812$87$61.3902000.161.091.25ARGL12082L=1380L=100ARGL120912$88$61.4902000.181.17ARGL12092L=1480L= 1001.35图ARGL121012$88$6制1.5902000.181.251.43ARGL12102L=1580L=100ARGL121212Φ89061.7100ARGL12122L= 1002000.201.411.61L=1780ARGL121512$82812$62.01502001.303.274.57ARGL12152L=2080L=2060L=490ARGL121812$82+814$62.31502001.523.745.26ARGL12182L=2380L=2360L=490120厚加气混凝土砌块墙过梁钢筋表图集号14G05页次74

晨下张核审150厚加气混凝土砌块墙过梁钢筋表（一）长度L截面高度配筋箍筋或分钢筋用量（kg）过梁编号布筋间距(m)(mm)②(mm)$8Φ1012笠14坐16总重对校ARGL150612Φ86461.1902000.170.931. 10ARGL15062L= 1180L=130ARGL150712Φ876张聚1.2902000.201.011.21ARGL15072L=1280·L= 130计ARGL150812Φ87$6设1.3902000.201.091.29ARGL15082L=1380L= 130ARGL150912$88*6张泵1.4902000.231.171.40ARGL15092L=1480L= 130ARGL151012Φ88Φ6制1.5902000.231.251.48ARGL15102L=1580L=130ARGL15121289Φ61.71002000.261.411.67ARGL15122L=1780L=130ARGL151512$82$812$62.01502001.47.3.274.74ARGL15152L=2080L=2060L=550ARGL151812$82Φ814Φ62.31502001.703.745.44ARGL15182L=2380L=2360L=550图集号150厚加气混凝土砌块墙过梁钢筋表14G05页次75

150厚加气混凝土砌块墙过钢筋表（二

核180厚加气混凝土砌块墙过梁钢筋表（一）永长度L截面高度配筋箍筋或分钢筋用量（kg）樊过梁编号布筋间距(m)(mm)?(mm)$8Φ101214坐16总重对校ARGL18061281.1902000.210.931.14ARGL18062L=1180L= 160ARGL180712$87$61.2902000.251.011.26ARGL18072L=1280L= 160计ARGL180812$87Φ6设1.3902000.251.091.34ARGL18082L= 1380L= 160ARGL180912$884631.4902000.281.171.45ARGL18092L= 1480L= 160ARGL181012Φ8846制1.5902000.281.251.53ARGL18102L= 1580L= 160ARGL181212$89461.71002000.321.411.73ARGL18122L=1780L= 160ARGL181512+82$812Φ62.01502001.633.27ARGL18152L=2080L=2060L=6104.90ARGL181812$82$81462.31502001.903.745.64ARGL18182L=2380L=2360L=610180厚加气混凝土砌块墙过梁钢筋表图集号14G05页次77

180厚加气混凝土砌块墙过梁钢筋表（

港口水运施工组织设计核审200厚加气混凝土砌块墙过梁钢筋表（一）盈长度截面高度配筋箍筋或分钢筋用量（kg）樊过梁编号布筋间距(m)(mm)②?④(mm)$810业12坐16总重对校ARGL100612Φ86+61.1902000.110.931.01ARGL10062L=1180L=180ARGL10071287Φ61.2902000.121.011.13ARGL10072L=1280L= 180计ARGL100812$8746设1.3902000.121.091.21ARGL10082L= 1380L=180ARGL100912$8861.4902000.141.171.31ARGL10092L=1480L=180图ARGL101012Φ8制1.5902000.141.251.39ARGL10102L=1580L=180ARGL101212Φ89+61.71002000.161.411.57ARGL10122L=1780L= 180ARGL101512$82$81262.01502001.733.275.00ARGL10152L=2080L=2060L=650ARGL101812$82$814Φ62.31502002.023.745.76ARGL10182L=2380L=2360L=650200厚加气混凝土砌块墙过梁钢筋表图集号14G05页次79

200厚加气混凝土砌块墙过染钢筋表（

250厚加气混凝土砌块墙过梁钢筋表（一

250厚加气混凝土块墙过梁钢筋表（

300厚加气混凝土砌块墙过梁钢筋表（一）

工程施工数据核审300厚加气混凝土砌块墙过梁钢筋表（二）长度截面高度配筋箍筋间距钢筋用量（kg）过梁编号(m)(mm)②?(mm)$6$8笠10坐12笠14坐16总重对校ARGL302112笠102$81562.62002003.162.103.318.57ARGL30212L=2680L=2660L=950ARGL302412102Φ81762.9200200L=2880L=9503.592.342.558.48ARGL30242L=2960ARGL3027129180=31802003.962.583.9210.46设3.2250ARGL3027223180L31802$81796L=3260=10502003.962.585.1511.69ARGL303012122+819+63.52502004.432.816.1813.42ARGL30302L=3480L=3560L=1050图ARGL30331212L=37802+820*62005.103.056.7114.86制3.8300ARGL303322812.19103780L=3780L=3860L=11502005.103.052.336.7117.19ARGL303612812L=40802Φ822Φ62005.403.297.2515.944.1300ARGL30362261910L=4980L=4080L=4160L=11502005.403.292.527.2518.64ARGL303914380292+823Φ62006.383.527.7817.684.4350ARGL303921业10=4380L=4460L=12502006.383.522.707.7820.38300厚加气混凝土砌块墙过梁钢筋表（二图集号14G05页次84