墙厚墙厚配筋纵筋单肢箍篇（8100）面积Asv（）btbr形式抗震等级≤C35CAOC45C50C55C60(m)一级二级三级(0)(0)(0)(9)(9)(9)(9)(0)500YYZ62422244202402073.466.183.975.683.591.4100.1108.8350550YZ62442224±2024含2077.770.088.880.088.496.7106.0115.2600YYZ624+2524222442282274.094.084.693.4102.31120121.8160YYZ4182018业1818业1878.670.889.981.089.497.9107.2116.6180YYZ4182018181841880.172.191.682.591.199.7109.3118.8200YYZ418420184181841881.673.493.384.092.8101.5111.2120.9240YYZ418±2018业201842084.375.996.486.895.9104.9114.9125.0250YYZ418+2018#201842084.976.597.187.596.6105.7115.8125.9300YZ52042220±2040020+2079.971.991.382.290.899.4108.9118.4350YYZ5202220±20202083.675.395.686.195.1104.0114.0123.9400YYZ520422202020±2087.779.0100.390.399.7109.2119.6130.0450YYZ6244222420242075.167.685.877.385.393.4102.3111.2500YYZ624422244222442278.971.090.181.289.798.1107.5116.9550YYZ624+2524222492282.974.694.785.394.2103.1113.0122.8600YYZ62425249222442287.178.499.689.799.0108.4118.7129.1160YYZ724+2024418241868.461.778.370.577.985.293.4101.5180YYZ7242024182441869.662.779.671.779.286.794.9103.2450200YYZ724±2024±182441870.863.780.972.880.488.196.5104.9240YYZ724$20244182441872.965.683.475.182.990.799.4108.0250YYZ7242024418241873.466.183.975.683.591.4100.1108.8300YYZ8262026418261870.363.380.472.480.087.595.9104.3籍筋直径/面积对照表48$1041201478.5113.1153.9图名约束边缘构件（有翼墙）阴影区面来（mm）50.3图集号甘12G11构造钢筋选用表（A.6)页次23

墙厚墙厚配筋纵筋单肢着筋（8100）面积Asvi（）≤C35C40C45C50C55C60brbr抗震等级形式(0)(9)(9)(9)(9)(9)(m)一级二级三级(0)(0)73.483.975.683.591.4100.1108.8350YYZ826202620262066.176.869.287.879.187.395.6104.7113.8400YYZ82622262026203022302030±2072.365.182.774.482.290.098.5107.1450YYZ9YYZ930#2230203042075.568.086.377.885.994.0103.0111.9450500550YYZ93092230+203092078.971.190.281.389.898.3107.6117.0600YYZ93002530223042282.574.394.385.093.9102.7112.5122.3160YYZ72491824418241875.868.286.678.086.294.3103.3112.3180YYZ724坐18244182491876.869.287.979.187.495.7104.8113.9200YYZ724920244202492077.970.289.180.288.697.0106.2115.5240YZ72442224±202492080.072.091.582.490.999.5109.0118.5250YYZ72442224202492080.572.592.082991.5100.2109.7119.3300YYZ8264222620262076.969.287.979.287.495.7109.7114.0500350YYZ8264222620262079.771.891.282.190.799.2104.8118.2400YYZ8264252620262082.974.694.885.494.3103.2108.7122.9450YYZ93042230+203042077.970.189.080.188.596.8106.1115.3500YYZ9302530223092280.872.892.483.291.9100.6110.2119.8550YYZ9302530±223042284.175.796.186.695.6104.6114.6124.6600YYZ9302530223002287.578.8100.090.199.5108.9119.3129.6160YYZ724422244202492083.174.995.085.694.5103.5113.4123.2550180YZ7242224420242084.275.896.386.795.7104.8114.8124.8200YYZ72492224222492285.276.797.487.796.9106.0精筋直径/面积对照表116.2126.30801012014面家（mm））78.5113.1153.9图名约束边缘构件（有翼墙）阴影区图集号甘12G1构造钢筋选用表（A6)页次24

公园标准规范范本墙摩墙厚纸筋配筋单肢箍筋（100）面积Asvi（m）核brbu抗震等级≤C35C4OC45C50C55C60形式()(n)一级二级三级(0)(0)(0)(9)(9)(空)(9)(9)240YYZ72442524922242287.278.599.689.799.1108.5118.8129.2250YYZ724±2524+222492287.778.9100.290.299.7109.1119.5129.8300YYZ8262526422262283.575.295.586.095.0104.0113.9123.8350YYZ8262526±22262286.277.698.588.798.0107.3117.5127.8550400YYZ82642526±22262289.180.3102.091.8101.4111.0122.6132.1450YYZ93042530±22302283.575.295.586.095.0103.9113.9123.8500YYZ9304253022302286.377.898.888.998.2107.5117.7128.0550YYZ930425302530+2589.480.5102.292.1101.7111.3121.9132.5600YZ93042830+2530±2592.683.4105.995.4105.3115.3126.3137.3设160YYZ724425244222442290.581.5103.593.3103.0112.7123.5134.2180YYZ7249252442224±2291.582.4104.794.3104.1114.0124.8135.7200YZ7249252422242292.683.3105.895.3105.2115.2126.2137.2240YYZ7244252425242594.485.0108.097.2107.4117.5128.7139.9250YYZ72492524252442594.985.4108.597.7107.9118.1129.4140.6600300YYZ8264252692226±2290.351.3103.292.9102.6112.3123.1133.8350YYZ8262526425262592.883.5106.195.5105.5115.5126.5137.5400YYZ8260282625262595.686.0109.398.4108.6118.9130.3141.6450YZ9304253042530#2589.480.5102.292.0101.61112121.8132.2500YYZ9304283025302592.082.9105.294.8104.7114.5125.5136.4550YYZ930283025302594.985.5108.597.7107.9118.1129.4140.7600YYZ9302830±25302598.088.2112.0100.9111.4121.9133.6145.2箍筋直径/面积对照表直经08410012$14约束边缘构件图集号甘12G11x（mm78.5113.1153.9图名构造钢筋选用表（A6)页次25

表B.5“非一般结构剪力墙构造边缘构件（暗柱）构造钢筋选用表配筋形式bw<350350

表B.6“非一股结构剪力墙构造边缘构件（转角墙）构造钢筋选用表配筋形式b<350bw<350br<350350bw，可b，与司GJZ2bw取佳互换后使用本表：GJZ1司MqGJZ3MO2客增完大于400时，剪力地水平分始应采用三类钢焙，b/300][b300]b3003.其他说明网（B.5).墙厚墙厚纵筋撞筋及拉筋（沿竖向e150）面积Asv（m）配箔bw抗震等级形式≤C35C40C45C50C55C60(m)一级二级三级四级(0)(9)(0)(9)(0)(0)(2)160GJZ112014121212121241235.632.140.836.640.544.348.652.8180GJZ1120141241212012121237.934.143.439.043.147.251.756.2200GJZ1120141212120121241240.136.145.841.245.549.954.759.4240GJZ11241412412124121241243.939.650.345.250.054.760.065.2250GJZ112414121212业121241244.940.451.346.151.055.861.266.5300GJZ11241412412124121241248.944.156.050.355.660.966.872.6160350GJZ21491414412144121441245.741.252.347.052.056.962467.8400GJZ214±1414±1414±1214±1248.844.055.850.255.560.866.672.4450GJZ2161614914144121441251.646.459.053.058.664.270.476.5500GJZ214416144141441414±1254.148.761.855.661.467.373.880.1550GJZ2141614±1414±141441256.350.764.457.964.070.176.883.5600GJZ214±1814±161441414±1458.352.566.760.066.372.679.686.5撬筋直径/面积对照表直经6810Φ12014“非一般结构"剪力墙构造边缘构图集号图名甘12G11重素（mm）50.378.5113.1153.9件（转角墙）构造钢筋选用表（B.6）页次29

非一般结构剪力墙构造边缘构 图集号 甘12G11 图名 件（转角墙）构造钢筋选用表（B.6）页次31

表B.7非一般结构尊力培构造边缘构件（有罩培）构造钢筋选用表配筋形式b<350bw<350b<350350

培厚纵筋箍筋及拉筋（沿竖向e150）面积Asv）C50C55060配筋≤C35CAOC45br抗震等级形式(生)(9)(9)(9)(9)(9)(9)(m)一级二级三级四级(4)34.431.039.435.439.142.88412841247.051.0160GYZ1841480128业1238.434.643.939.543.647.852.456.9180GYZ18业148业1284128412801241.937.848.043.147.752.257.262.2200GYZ18业148412240GYZ1801484128412841248.143.355.049.454.659.865.671.2250GYZ18业148±12812801249.444.556.550.856.161.567.473.2300GYZ1841689148业12841255.249.863.256.862.868.875.481.9180350GYZ21041610业1410412101249.444.556.550.856.161.567.473.2400GYZ2100161041410±1410±1253.448.161.155.060.866.572.979.2450GYZ210161041410±14101256.951.365.258.664.870.977.784.5500GYZ210业181016104141041460.054.168.761.768.274.781.989.0550GYZ2104181041610±161001462.756.571.864.571.378.185.693.0600GYZ210+2010±181041610业1465.158.774.567.074.081.188.996.6160GYZ181484128412841234.931.439.935.939.743.447.651.7180GYZ18414841284128业1239.035.144.640.144.348.553.257.8200GYZ18业1484128412841242.638.448.843.948.553.158.263.3240GYZ1801484128412841249.044.156.150.455.760.166.872.6200250GYZ18148业128业12841250.445.457.651.857.362.768.874.7300GYZ1841684148014801256.550.964.758.164.270.477.183.8350GYZ21016104141041410±1250.445.457.651.857.362.768.874.7400GYZ210161014104141091254.649.262.556.262.168.074.581.0450GYZ21041810±1610414101258.352.566.759.966.3GYZ272.679.586.450010+18101610±141041461.555.470.463.369.976.683.991.2图名“非一般结构剪力培构造边缘构图集号甘12G11件（有翼墙）构造钢筋选用表（B.7）页次34

墙厚墙厚配筋纵筋推篇及拉筋（沿竖向e150）面积Asv（）brbr形式抗震等级≤C35CAOC45C50核C55(n)C60(二)一级二级三级四级(0)(9)电华升(9)(9)(2)(9)(9)(9)200GYZ31091410业14101210±1247.843.154.849.254.459.665.324070.9GYZ310±1610414100141041255.950.464.057.563.669.776.483.0250GYZ310416104141014101257.852.066.159.465.771.978.985.7对300GYZ3102181001610盒141041466.059.475.567.975.082.255035090.197.9校GYZ4124181201612业141241457.852.066.159.465.771.978.985.7400GYZ4122012416124161241463.457.172.665.272179.086.594.0450GYZ412201241812416121668.461.678.370.477.885.293.4101.5500GYZ41242212418124181241672.965.783.575.082.990.899.5108.1乐550GYZ41242212420124181241676.969.388.079.187.595.8105.0114.1设600GYZ4124251242012201241880.672.692.282.991.6100.3110.0119.5160GYZ31041410盒1210121041238.835.044.439.944.248.453.057.6180GYZ31041410±14104121041243.939.650.345.250.054.860.065.2200GYZ3104161041410↓121041248.743.955.850.155.460.766.572.2240GYZ310±161041410业1410±1257.251.565.458.865.071.178.084.7250GYZ3104161041610#141041259.053.267.660.767.173.580.687.6600300GYZ31041810416100161041467.760.977.569.676.984.292.3100.3350GYZ41241812416124161241459.053.267.660.767.173.580.687.6400GYZ412+2012418124161241464.958.574.466.873.880.988.696.3450GYZ4122012418124181241670.263.380.372.279.887.495.8104.1500GYZ41242212420124181241674.967.585.877.185.293.3102.3111.1550GYZ41242212020120181241879.271.390.681.590.098.6108.1117.4600GYZ412+2512422124201241883.174.895.085.494.4103.4113.4123.2图名“非一般结构剪力墙构造边缘构图集号甘12G11（有翼墙）构造钢筋选用表（B.7X页次39

表B8一般结构剪力墙构造边缘构件（编柱）构造钢筋选用表面积Asvi（m）最小纵向单肢箍筋（8100)猪柱栽面及配筋抗食0.500.600.700.800.901.001.05等级钢筋服度等级<0.300.4024.927.232.237.142.149.553.2

端柱截面及配筋抗囊最小纵向等级钢筋服度等纸0.300.400.500.600.800.9030.138.9

类柱截面及配筋抗震最小纵向等级钢筋<0.30≤C3530.333.239C4034.512418C4538.1C5041.75C5545.750.2C6049.7KC3530.201.8C4034.512±14C4538.1C5041.7C5545.8C6049.7

端柱截面及配筋抗震最小纵向等级钢筋服度等级<0.300.400.50

抗囊最小织向端柱截面及配筋等级锅筋强度等线压比<0.300.400.500.601.05

园林工艺、表格端柱截面及配筋抗震最小纵向等级钢筋<0.300.500.90KC3542.947.055.5C4048.81622C4554.06.0C5059.006.9C5564.759.0C6070.3KC3542.787.5C4048.9C4554.016420C5059.0C5564.732.6C6070.3

抗震最小级向婆柱截面及配第等级钢筋强度等纸<0.300.400.500.800.901.05

抗囊最小纵向焕柱截面及配筋等级锅筋<0.300.4005

端柱截面及配筋抗震最小纵向等级钢筋强度等纸K0.300.400.500.700.8090.001.05

项柱截面及配筋抗展最小级向等级锅筋强度等纹40300.500.600.9046.205

类柱截面及配筋抗震最小织向等级钢筋0.301.401.05

给排水施工组织设计 抗震最小级向柱截面及配筋单肢接等级锅筋吸度等纸压比≤0.300.400.500.60700.8005

端柱截面及配筋抗震最小织向等级钢筋K0.300.400.500.600.801.901.05....