箍筋查表,箍筋图集

箍筋查表,箍筋图集

框架柱纵向钢筋和箍筋结构查找表.pdf,框架柱纵向钢筋抗震施工要求6.3.7柱钢筋配置应满足下列要求1柱纵向钢筋的最小总钢筋配筋率应符合表6.3.7-1采用,同时每边的加强筋表为/m(cm2/m×10)twolimbsfourlimbssixlimbsφ6φ8φ10φ12φ6φ8φ10φ12φ6φ8φ10φ12@1005.710.115.722.611.320.231.445.217.030.347.167.8@11

马镫加固台As/m(cm2/m×10)twolimbsfourlimbssixlimbsφ6φ8φ10φ12φ6φ8φ10φ12φ6φ8φ10φ12@1005.710.115.722.611.320.231.445.217.030.347.167.8@1105.189.1814.2720.5510.418.3628.5541各种钢筋检查表2022-06-1010:30不同梁宽spermeterofslabwidth和不同间距可放置的主筋最大数量。钢筋区域有不同的直径和数量的钢筋。返回搜狐，查看更多免责声明：本文观点仅代表作者本人 ,搜狐号码系统信息

内容提示：箍筋加固表As/m(cm2/m×10)双肢φ810.115.7四肢和六肢φ6φ10φ1222.620.5518.8317.3816.1415.0714.1313.2912.567196716295925595295034574194023873593358/109208598057587166786445855375154954604291011211017981924872826785714654

≡(▔﹏▔)≡ 1.马镫加固表As/m(cm2/m10)twolimbsfourlimbssixlimbs6810126810126810121005.710.115.722.611.320.231.445.217.030.347.167.81105.189.1814.2720.5510.418.3628.5541.0915.5427.5442.8161.6pilereinforcementstirrupspacingChecklistDateDesignSpacingActualSpacingPermissibleDeviationMeetsRequirementsInspectorRemarksReinforcementBarRawMaterialWeightActualMeasurementDateDiameterTheoreticalWeightActualWeightAllowableDeviationMeetsRequirementsInspector