河北省城乡居住房屋

河北省城乡居住房屋抗震 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 导则河北省住房和城乡建设厅河北省地震局2020年5月前言根据河北省住房和城乡建设厅关于印发《2020年度省工程建设标准和标准设计第一批制（修）订计划》（冀建节科函〔2020〕43号）要求，由河北省住房和城乡建设厅、河北省地震局联合组织北方工程设计研究院有限公司、河北省工程地震勘察研究院等单位共同编制本导则。在编制过程中，编制组认真总结现有科研成果和实践经验，参考国家相关标准，结合河北省实际情况，在广泛征求意见的基础上，经审查定稿。本导则主要技术内容包括：1.总则；2.术语和符号；3.抗震设计基本规定；4.场地、地基和基础；5.多、高层混凝土结构房屋；6.钢结构和组合结构房屋；7.多层砌体结构房屋；8.低层居住房屋；9.建筑机电工程抗震设计；10.非结构构件抗震设计；11.隔震和消能减震设计；12.既有建筑改造及抗震加固；13.建筑抗震性能化设计。本导则编制时结合我省实际，重点考虑了以下内容：1．针对我省地震活动分布广，频度高、强度大、灾害重的特点，以《中国地震动参数区划图》GB18306-2015为基础，充分利用最新活动断层探测成果和现今地震记录，运用地震复发原则和构造类比原则，给出了地震频发区的定义，确定了地震频发地区的范围。2．根据我省部分地区行政区划调整以及雄安新区规划，确定了《河北省城镇Ⅱ类场地基本地震动峰值加速度值和基本地震动加速度反应谱特征周期值列表》。3．提出我省城乡新建居住房屋的抗震设防烈度标准，明确了地震频发区居住房屋的抗震设防标准和设计要求。4．对设计使用年限超过50年的居住房屋抗震设计提出了要求。5．给出建筑抗震韧性的概念和相关要求，为构建城市安全韧性的保障体系提供技术支撑。6．详细规定了建筑物地震反应监测系统的措施。本导则由北方工程设计研究院有限公司、河北省工程地震勘察研究院负责具体技术内容的解释，由河北省建设工程标准编制研究中心负责管理。各地可在使用过程中，总结实践经验，提出意见或建议，以供今后修订时参考。本导则主编单位、参编单位、主要起草人和审查人员名单：主编单位：北方工程设计研究院有限公司河北省工程地震勘察研究院参编单位：河北建筑设计研究院有限责任公司中土大地国际建筑设计有限公司河北工业大学河北省建筑科学研究院有限公司河北建筑工程学院主要起草人：宫海军刘志辉黄丽红吕国军习朝位郝贵强戎贤高志辉张朝晖王东升张雷付素娟薛荣刚张国良赵士永王振宗蒋义平赵会超李君奇王立军周占学审查人员：范重高孟潭郁银泉娄宇吴健黄世敏赵凤新潘鹏吴宏磊目次1总则···································································································································12术语和符号································································································································22.1术语······························································································································22.2符号······························································································································23基本规定···································································································································43.1抗震设防分类和设防标准········································································································43.2地震影响······························································································································43.3建筑形体及其构件布置的规则性······························································································63.4结构材料和结构体系··············································································································73.5结构 分析 定性数据统计分析pdf销售业绩分析模板建筑结构震害分析销售进度分析表京东商城竞争战略分析 ······························································································································83.6地震频发区居住房屋的抗震设计······························································································93.7隔震与消能减震设计············································································································103.8建筑抗震性能化设计············································································································103.9建筑物地震反应监测系统······································································································114场地、地基和基础·····················································································································124.1一般规定····························································································································124.2场地····························································································································124.3地基····························································································································134.4基础····························································································································155多层和高层混凝土结构房屋·········································································································175.1一般规定····························································································································175.2计算要点····························································································································205.3现浇钢筋混凝土结构抗震构造措施··························································································225.4装配式钢筋混凝土结构抗震构造措施·······················································································276钢结构和组合结构房屋···············································································································296.1一般规定····························································································································296.2计算要点····························································································································316.3抗震构造措施······················································································································336.4装配式钢结构······················································································································337多层砌体结构房屋·····················································································································357.1一般规定····························································································································357.2计算要点····························································································································377.3多层砌体房屋抗震构造措施···································································································378低层居住房屋···························································································································418.1一般规定····························································································································418.2计算要点····························································································································438.3抗震构造措施······················································································································439建筑机电工程抗震设计···············································································································459.1一般规定····························································································································459.2机电设备工程抗震设计·········································································································459.3抗震支吊架设计···················································································································4610非结构构件抗震设计················································································································4710.1一般规定··························································································································4710.2设计要点··························································································································4710.3外墙外保温系统·················································································································4811隔震和消能减震设计·················································································································4911.1一般规定···························································································································4911.2房屋隔震设计要点··············································································································5011.3房屋消能减震设计要点········································································································5612既有建筑改造及抗震加固··········································································································6112.1一般规定··························································································································6112.2设计要点··························································································································6113建筑抗震性能化设计················································································································6413.1结构构件抗震性能化设计 方法 快递客服问题件处理详细方法山木方法pdf计算方法pdf华与华方法下载八字理论方法下载 ······························································································6413.2建筑构件和附属设备抗震性能化设计方法···············································································6513.3建筑抗震韧性 评价 LEC评价法下载LEC评价法下载评价量规免费下载学院评价表文档下载学院评价表文档下载 ··············································································································65附录A河北省城镇Ⅱ类场地基本地震动峰值加速度值和基本地震动加速度反应谱特征周期值列表·············71附录B河北省地震频发区范围·······································································································90本导则用词说明·····························································································································96引用标准名录································································································································97Contents1GeneralProvisions························································································································12TermsandSymbols·······················································································································22.1Terms··································································································································22.2Symbols······························································································································23BasicRequirements·······················································································································43.1CategoryandCriterionforSeismicPrecautionofBuildings····························································43.2EarthquakeStrongMotion·······································································································43.3RegularityofBuildingConfigurationandStructuralAssembly························································63.4MaterialsandStructuralSystem································································································73.5StructuralAnalysis·················································································································83.6SeismicdesignofEarthquake-proneRegionResidentialHouses······················································93.7IsolationandEnergy-Dissipation·····························································································103.8Performance-BasedDesignofBuildings···················································································103.9SeismicResponseMonitoringSystemofBuildings·····································································114Site，SoilsandFoundation············································································································124.1GeneralRequirements···········································································································124.2Site···································································································································124.3Soils··································································································································134.4Foundation·························································································································155Multi-storeyandHighRiseConcreteStructureHouses··········································································175.1GeneralRequirements···········································································································175.2EssentialsinCalculation········································································································205.3DetailsforCast-in-placeReinforcedConcreteStructure·······························································225.4DetailsforAssembledReinforcedConcreteStructure··································································276SteelStructuresandCompositeStructuresHouses···············································································296.1GeneralRequirements···········································································································296.2EssentialsinCalculation········································································································316.3Details·······························································································································336.4AssembledSteelStructure······································································································337Multi-storeyMasonryStructureHouses····························································································357.1GeneralRequirements···········································································································357.2EssentialsinCalculation········································································································377.3DetailsforMulti-storyBrickHouses························································································378Low-riseresidentialHouses···········································································································418.1GeneralRequirements···········································································································418.2EssentialsinCalculation········································································································438.3Details·······························································································································439SeismicDesignofMechanicalandElectricalEquipment·······································································459.1GeneralRequirements···········································································································459.2SeismicDesignofMechanicalEquipment·················································································459.3DesignforSeismicBracketsandHangers·················································································4610NonstructuralComponentsSeismicDesign·······················································································4710.1GeneralRequirements·········································································································4710.2EssentialsinDesign············································································································4710.3ExteriorThermalInsulationSystem·······················································································4811SeismicallyIsolatedandEnergy-dissipatedBuildings··········································································4911.1GeneralRequirements·········································································································4911.2EssentialsinDesignofSeismicallyIsolatedBuildings································································5011.3EssentialsinDesignofEnergy-dissipetedBuildings··································································5612RetrofittingofExistingBuildingsandSeismicstrengthening·································································6112.1GeneralRequirements·········································································································6112.2EssentialsinDesign············································································································6113Performance-BasedDesignofBuildings··························································································6413.1SeismicPerformance-basedDesignMethodofStructuralMembers··············································6413.2SeismicPerformance-basedDesignMethodofBuildingComponentsandauxiliaryequipment···········6513.3SeismicResilienceAssessmentofBuildings············································································65AppendixATableofCharacteristicPeriodicValuesofPeakAccelerationandResponseSpectrumofBasicGroundMotionforClassIISitesinCitiesandTownsofHebei·······························································71AppendixBRangeofEarthquake-proneRegion·······················································································90ExplanationofWordinginThisGuide···································································································96ListofQuotedStandards····················································································································971总则1.0.1为贯彻执行《中华人民共和国建筑法》和《中华人民共和国防震减灾法》，实行以预防为主的地震工作方针，提升城乡居住房屋抗震性能，增加地震频发区城乡居住房屋的抗震能力，减轻地震灾害风险，特制定本导则。按本导则进行抗震设计的城乡居住房屋当遭受本地区多遇地震、设防地震或罕遇地震的影响时，能按设计要求保证安全和降低财产损失，采用抗震性能设计时，基本实现其预定的功能目标。1.0.2本导则适用于河北省新建、改建和扩建城乡居住房屋的抗震设计。1.0.3抗震设防烈度必须按河北省城镇Ⅱ类场地基本地震动峰值加速度值和基本地震动加速度反应谱特征周期值列表（附录A）确定，地震频发区的划分必须按河北省地震频发区范围（附录B）确定。1.0.4城乡居住房屋的抗震设计除应符合本导则外，尚应符合国家和河北省现行有关标准的规定。12术语和符号2.1术语2.1.1居住房屋residentialhouses供人们居住使用的建筑，包括住宅建筑和宿舍建筑。2.1.2地震频发区arthquake-proneregion具有发震构造、历史上发生过较大地震，且1970年以来地震台网记录的中小地震活跃，表现为成带、丛、集分布的地区。2.1.3抗震性能化设计performance-basedseismicdesign以结构抗震性能目标为基准的建筑抗震设计。2.1.4抗震性能目标seismicperformanceobjectives针对不同的地震地面运动水准设定的结构抗震性能水准。2.1.5抗震性能水准seismicperformancelevels对结构震后损坏状况及继续使用可能性等抗震性能的界定。2.1.6建筑物地震反应监测系统Strongmotionobservationsystemofbuildings一种集地震监测数据实时采集、传输、建筑结构损伤实时多指标融合分析、健康诊断、快速仿真和抗震性能评价一体化的建筑结构安全评估系统。2.1.7建筑抗震韧性seismicresilienceofbuilding建筑在设定水准地震作用后，维持与恢复原有建筑功能的能力。2.2符号2.2.1计算系数α——水平地震影响系数；αmax——水平地震影响系数最大值；αmax1——隔震后的水平地震影响系数最大值；η1——直线下降段的下降斜率调整系数；η2——阻尼调整指数；γ——衰减指数；ζ——阻尼比。2.2.2几何参数bc——柱截面宽度，圆形截面取直径的0.8倍；bb、hb——分别为梁截面宽度和高度；d——柱纵筋直径。2.2.3其他2Tg——特征周期；T——结构第一自振周期；33基本规定3.1抗震设防分类和设防标准3.1.1抗震设防的所有居住房屋除应按现行国家标准《建筑工程抗震设防分类标准》GB50223、国家及河北省相关规定确定其抗震设防类别及其抗震设防标准外，尚应符合以下要求：1一般居住房屋的抗震设防类别不应低于标准设防类（丙类）；2新建老年公寓等养老居住房屋的抗震设防类别不应低于重点设防类（乙类），应按高于本地区抗震设防烈度一度的要求加强其抗震措施；3学生宿舍的抗震设防类别不应低于重点设防类（乙类），应按高于本地区抗震设防烈度一度的要求加强其抗震措施，且地震作用应按本导则第3.1.3条的规定提高。3.1.2地震频发区内新建居住房屋按照不低于8度的抗震设防烈度确定抗震设防标准；原8度抗震设防区域应不低于现行国家标准《中国地震动参数区划图》GB18306规定的抗震设防要求。3.1.3居住房屋均应进行地震作用计算，且应满足本导则与现行国家标准《建筑抗震设计 规范 编程规范下载gsp规范下载钢格栅规范下载警徽规范下载建设厅规范下载 》GB50011的相关规定。学生宿舍地震作用计算尚应符合以下要求：1位于非地震频发区地震动峰值加速度0.05g、0.10g和0.15g分区的，地震动峰值加速度提高0.05g；2位于地震频发区地震动峰值加速度0.10g和0.15g分区的，地震动峰值加速度提高到0.20g；3位于地震动峰值加速度0.20g和0.30g分区的，地震动峰值加速度提高0.10g。3.1.4居住房屋的设计使用年限不应少于50年，其安全等级不应低于二级。3.1.5居住房屋的机电工程及非结构构件的抗震设防标准不应低于主体结构，并应满足本导则第9、10章的要求。3.2地震影响3.2.1建筑所在地区遭受的地震影响，应采用相应于抗震设防烈度的设计基本地震加速度和特征周期表征。3.2.2抗震设防烈度和设计基本地震加速度取值的对应关系，应符合表3.2.2的规定。除本导则另有规定外，设计基本地震加速度为0.15g和0.30g地区内的建筑应归类为7度和8度。表3.2.2抗震设防烈度和设计基本地震加速度值的对应关系抗震设防烈度6789设计基本地震加速度值0.05g0.10g0.15g0.20g0.30g0.40g注：g为重力加速度。3.2.3地震影响的特征周期应根据建筑所在地的设计地震分组和场地类别确定，按表3.2.3采用，设计地震分组共分为三组，反映了近震、中震和远震的影响。4表3.2.3特征周期值（s）场地类别设计地震分组Ⅰ0Ⅰ1ⅡⅢⅣ第一组0.200.250.350.450.65第二组0.250.300.400.550.75第三组0.300.350.450.650.903.2.4河北省城镇Ⅱ类场地基本地震动峰值加速度值和基本地震动加速度反应谱特征周期值，必须按本导则附录A采用。抗震设防烈度、设计基本地震加速度和附录A中场地基本地震动峰值加速度的对应关系按表3.2.4-1采用；设计地震分组与附录A中基本地震动加速度反应谱特征周期的对应关系见表3.2.4-2。表3.2.4-1抗震设防烈度、设计基本地震加速度和附录A中场地基本地震动峰值加速度的对应关系抗震设防烈度6789设计基本地震加速度值0.05g0.10g0.15g0.20g0.30g0.40g附录A中场地基本地震动0.05g0.10g0.15g0.20g0.30g0.40g峰值加速度表3.2.4-2设计地震分组与附录A中基本地震动加速度反应谱特征周期的对应关系设计地震分组第一组第二组第三组附录A中基本地震动加速度反应谱特征周期0.35s0.40s0.45s3.2.5建筑结构的地震影响系数应根据烈度、场地类别、设计地震分组和结构自振周期以及阻尼比确定。3.2.6建筑结构地震影响系数曲线（图3.2.6）的阻尼调整和形状参数应符合下列要求:图3.2.6地震影响系数曲线—地震影响系数；—地震影响系数最大值；max—直线下降段的下降斜率调整系数；—衰减指数；1—特征周期；—阻尼调整指数；T—结构自振周期Tg21除有专门规定外，建筑结构的阻尼比应取0.05，地震影响系数曲线的阻尼调整系数应按1.0采用，形状参数应符合下列规定：1）直线上升段，周期小于0.1s的区段；2）水平段，自0.1s至特征周期区段，应取最大值max；53）曲线下降段，自特征周期至5倍特征周期区段，衰减指数应取0.9；4）直线下降段，自5倍特征周期至6s区段，下降斜率调整系数应取0.02。2当建筑结构的阻尼比不等于0.05时，地震影响系数曲线的阻尼调整系数和形状参数应符合下列规定：1）曲线及直线下降段的衰减指数应按下式确定：0.05=0.09+（3.2.6-1）0.36式中：——曲线下降段的衰减指数；——阻尼比。2）直线下降段的下降斜率调整系数应按下式确定：0.05=0.02+（3.2.6-2）1432式中：1——直线下降段的下降斜率调整系数，小于0时取0。3）阻尼调整系数应按下式确定：0.05=1（3.2.6-3）20.081.6式中：2——阻尼调整系数，当小于0.55时，应取0.55。3.2.7对设计使用年限不同于50年的居住房屋，其地震作用需要作适当调整，取值经专门研究提出并按规定的权限批准后确定。当缺乏当地的相关资料时，可按表3.2.7采用。表3.2.7地震作用调整系数设计使用年限调整系数70年1.15~1.20100年1.30~1.403.3建筑形体及其构件布置的规则性3.3.1居住房屋设计应根据抗震概念设计的要求明确建筑形体的规则性。不规则的居住房屋应按规定采取加强措施，特别不规则的居住房屋，应进行专门研究和论证，采取特别的加强措施；严重不规则的居住房屋不应采用。注：形体指建筑平面形状和立面、竖向剖面的变化。3.3.2居住房屋设计应重视其平面、立面和竖向剖面的规则性对抗震性能及经济合理性的影响，宜优先选用规则的建筑形体，其抗侧力构件的平面布置宜规则对称、侧向刚度沿竖向宜均匀变化、竖向抗侧力构件的截面尺寸和材料强度宜自下而上逐渐减小，使结构具有合理的刚度和承载力分布，避免因刚度和承载力局部突变或结构扭转效应而形成薄弱部位。3.3.3建筑形体及其构件布置的平面、竖向不规则性，应按下列要求划分：61混凝土房屋、钢结构房屋和组合结构房屋存在表3.3.1-1所列举的某项平面不规则类型或表3.3.