甘12G11 钢筋混凝土剪力墙边缘构件

甘12G11 钢筋混凝土剪力墙边缘构件
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甘12G11 钢筋混凝土剪力墙边缘构件

12系列结构标准设计图集

钢筋混凝土剪力墙边缘构件

GB/T 51387-2019 钢铁渣处理与综合利用技术标准12系列结构标准设计图集

12系列结构标准设计图集 甘肃省工程建设标准管理办公室组织编制

关于批准《甘12系列标准设计图集》

各市、州住房和城乡建设局、兰州新区规划建设局,省直有关厅局,各勘察、设计、施工、监理单 位,施工图审查机构: 由甘肃省工程建设标准管理办公室组织我省有关设计单位编制完成的《甘12系列建筑 标准设计图集》(图集名称、图集编号、图集号详见附件1),经甘肃省住房和城乡建设厅组织 有关专家审定通过,现批准为甘肃省建筑标准设计,自2013年6月1日起在全省范国内实 范。 原甘肃省《02系列建筑标准设计图集》及有关建筑标准设计(详见附件2),自2013年8 月31日起停止使用。 该系列图集由甘肃省工程建设标准管理办公室负责管理,并委托甘肃建筑标准图发行站 出版发行。 附件:1《甘12系列建筑标准设计图集》明细表 2.停止使用甘肃省《02系列建筑标准设计图集》及有关建筑标准设计明细表(略)

甘肃省住房和城乡建设厅 2012年12月26日

关于认真贯彻执行《古12系列标准设计图集》的通知

甘建标【2013]566号

各市、州住房和城乡建设局,兰州新区城乡建设局,各抛察、设计、施工、监理单位,各施工图审 查机构: 《甘12系列标准设计图集》已经省住房和城乡建设厅于2012年12月以甘建标【2012】 590号文批准发布。该图集由我省甲级设计单位编制完成,针对我省工程建设实际情况,较好 地结合了我省建设科技发展水平与社会经济发展状况,对贯彻落实我省住房城乡建设领域的 方针政策、强化工程建设管理、提升工程建设工作效率、提高工程建设质量有着积极的作用。 为做好该图集的实施工作,维护标准的严肃性与权威性,保护参编单位与人员的技术成 果不被侵犯,省工程建设标准管理办公室特向中国建材工业出版社申请了专用书号,由该社 负责出版工作。 各部门、各单位要认真做好宣传引导,积极贯彻落实实施工作,对盗版、盗印进行监督举报 鉴于图集印刷工作进展情况,将图集实施日期调整为2014年1月1日,原《02系列标 准建筑设计图集自2014年5月31日起停止使用

甘肃省住房和城乡建设厅 2013年10月22日

甘肃省住房和城乡建设厅 2013年10月22日

说明:1.本表中当bi>bw,可bi与bW取值互换后使用本表,其他说明同剪力墙约束边缘构件(暗柱)彩区配第形式选用表的说明,

墙厚墙厚纵筋单肢推筋(100)面积Asv(mm)配筋brba抗震等级≤C35CAOC45C50C55C60(n)(m)形式一级二级三级(0)(0)(0)(0)(0)(0)(0)(9)240550YJZ318022184201842083.575.195.485.994.9103.8113.7123.7600YJZ31822184221842289.780.7102.592.3101.9111.6122.2132.9250YJZ1122181216121672.665.383.074.782.590.398.9107.5300YJZ21418141614业1667.060.376.669.076.283.491.499.3350YJZ21441814±1614盒1674.066.684.576.184.192.0100.8109.6250400YJZ214业2014±181441881.273.192.983.692.3101.1110.7120.3450YJZ31842018±1818±1872.164.982.474.282.089.7106.5106.9500YJZ318201841818±1878.170.389.380.488.897.2106.5115.8550YJZ3184221842018±2084.275.896.386.795.8104.8114.8124.8600YJZ31825184221842290.581.4103.493.1102.81125123.3134.0300YJZ416161616161662.656.371.664.471.277.985.392.8350YJZ4161816916161668.661.778.470.678.085.493.5101.6400YJZ416201618161874.867.485.677.185.193.2102.0110.9300450YJZ52041820±182041867.861.177.569.877.184.492.5100.5500YJZ520±202018201873.265.983.675.383.291.099.7108.4550YJZ520222020202078.670.889.880.989.497.8107.2116.5600YJZ5202220202042084.275.796.286.695.7104.7114.7124.7350YJZ416201618161874.366.984.976.584.492.4101.2110.1350400YJZ4162016920162080.372.291.782.691.299.8109.4118.9450YJZ520±202018201872.465.282.874.582.390.198.7107.3精筋直径/面积对照表010012014面取(mm)50.3113.1153.9图名约束边缘构件(转角墙)阴影区图集号甘12G11构造钢筋选用表(A5)页次16

约束边缘构件(转角墙)阴影区 图名 图集号甘12G11 构造钢筋选用表(A.5) 页次17

GB/T 34315.1-2022 小艇 气胀式救生筏 第1部分:I型墙厚培厚纵筋单肢箍筋(e100)面积Asv(m)配筋brba形式抗震等级≤035C40C45C50C55C60(m)(口)级二级三级(0)(0)(0)(9)(9)(9)(9)()160YYZ1164161616161448.543.655.449.955.160.366.071.8180YYZ11691616业1616业1450.645.657.952.157.663.069.075.0200YZ11641616业161641452.747.560.354.360.065.671.978.2240YYZ1164161616161456.651.064.758.364.470.577.283.9250YYZ1164161641616业1457.651.865.859.265.471.678.485.3300YYZ218±1618业161841455.149.763.156.862.768.675.281.7160350YYZ218业1618161841461.155.069.862969.576.183.390.6400YYZ21841818业161841667.560.877.269.576.884.092.0100.0450YYZ322416224162241662.256.071.164.070.777.484.892.2500YYZ322418224162241667.761.077.469.777.084.392.3100.4550YYZ322420224182241873.466.183.975.683.591.4100.1108.8600YYZ322420224182241879.371.490.681.690.198.6108.0117.5160YYZ11641616161641452.547.360.054.159.765.471.677.9180YYZ11641616业161641454.749.362.556.362.268.174.681.1200YZ116±16164161641456.851.164.958.564.670.777.484.2240YYZ11616164161641460.754.669.362.468.975.582.789.9180250YYZ116业16161616业1461.555.470.463.470.076.683.991.2300YYZ21841618$161841458.652.867.060.466.773.079.986.9350YYZ21841618416181664.458.073.766.373.280.287.895.5400YYZ2184181841618业1670.663.680.772.780.387.996.3104.7第筋直径/面积对照表直径08$10412014约束边缘构件(有翼墙)阴影区图集号图名甘12G11面机(mm)50.378.5113.1153.9构造钢筋选用表(A.6)页次19

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(mm²)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

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

GB/T 12085.8-2022 光学和光子学 环境试验方法 第8部分:高内压、低内压、浸没.pdf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

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