前
言
根据河北省住房和城乡建设厅《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）的要求，
由河北建筑设计研究院有限责任公司编制本标准。
本标准共分为 10 章，主要技术内容包括：1. 总则；2. 术语；3.
基本规定；4. 集成设计；5. 建筑支撑体；6. 建筑填充体；7. 建筑长
寿性能设计；8. 品质优良性能设计；9. 绿色持续性能设计；10. 建筑
信息模型的应用。
本标准由河北建筑设计研究院有限责任公司负责具体内容的解
释，由河北省绿色建筑推广与建设工程标准编制中心负责管理。
标准执行过程中如有意见和建议，请寄送至河北建筑设计研究院
有限责任公司（地址：石家庄市建设南大街 83 号，邮编：050011，电
话：0311-80995604，邮箱：84845135@qq.com），以便修订时参考。
本标准主编单位、主要起草人和审查人员名单：
主 编 单 位 ： 河北建筑设计研究院有限责任公司
主要起草人： 郭卫兵
李文江
蒋义平
李君奇
柴为民
代迎春
胡建彬
徐军丽
宋志辉
韩志峰
马进霞
时瑞珍
董
洁
刘立锋
邢惠言
王旭光
侯建军
吕
琛
孙世超
杨
磊
刘
蓓
审 查 人 员 ： 孙兆杰
王振宗
剧元峰
赵士永
刘
强
屈卫泉
贾占亭
目
次
1
总则································································································· 1
2
术语································································································· 2
3
基本规定··························································································5
4
集成设计··························································································7
4.1
一般规定···················································································7
4.2
模数协调···················································································7
4.3
协同设计···················································································8
5
建筑支撑体······················································································ 9
5.1
一般规定···················································································9
5.2
结构选型及构件布置································································· 10
5.3
荷载与作用··············································································11
5.4
抗震设计·················································································14
5.5
计算分析·················································································16
5.6
构造措施·················································································17
5.7
公共部分、共用设备及管线························································19
6
建筑填充体···················································································· 20
6.1
一般规定·················································································20
6.2
建筑······················································································· 20
6.3
给水与排水··············································································26
6.4
供暖、通风、空气调节与燃气·····················································28
6.5
电气······················································································· 29
6.6
智能化···················································································· 31
7
建筑长寿性能设计········································································· 35
7.1
—般规定·················································································35
7.2
填充体耐久性能········································································35
7.3
结构耐久性能···········································································36
7.4
建筑适应性能···········································································39
8
品质优良性能设计·········································································40
8.1
—般规定·················································································40
8.2
适老性能·················································································40
8.3
长期维护性能···········································································41
9
绿色持续性能设计·········································································43
9.1
—般规定·················································································43
9.2
室内环境·················································································43
9.3
室外环境·················································································46
9.4
围护结构·················································································47
10
建筑信息模型的应用····································································49
10.1
—般规定··············································································· 49
10.2
模型应用··············································································· 49
本标准用词说明·················································································· 51
引用标准名录······················································································52
附：条文说明·······················································································55
标准
Contents
1
General Provisions·········································································· 1
2
Terms ····························································································2
3
Basic Requirements········································································ 5
4
Integrated Design············································································7
4.1
General Requirements···································································7
4.2
Modulus Coordination·································································· 7
4.3
Coordination Design·····································································8
5
Skeleton System of Building··························································9
5.1
General Requirements···································································9
5.2
Structure Selection and Component Layout·····································10
5.3
Load and Action······································································· 11
5.4
Seismic Design········································································· 14
5.5
Calculation and Analysis····························································· 16
5.6
Construction Measures································································ 17
5.7
Common Facilities,Common Equipments and Pipes··························19
6
Infill System of Building······························································20
6.1
General Requirements·································································20
6.2
Building···················································································20
6.3
Water Supply and Sewerage························································ 26
6.4
Heating, Ventilation, Air Conditioning and Gas································28
6.5
Electric···················································································· 29
6.6
Intelligent················································································· 31
7
Design of Longevity Performance of Building···························· 35
7.1
General Requirements·································································35
7.2
Durability Performance of Building Infill········································35
7.3
Durability Performance of Structure···············································36
7.4
Adaptability Performance of Building·············································39
8
Design of Superior Quality Performance······································40
8.1
General Requirements·································································40
8.2
Optimum Performance of the Aged·············································· 40
8.3
Long-Term Maintenance Performance············································ 41
9
Design of Green and Sustainable Performance···························· 43
9.1
General Requirements·································································43
9.2
Health of Indoor Environment Performance···································· 43
9.3
Health of Outdoor Environment Performance··································46
9.4
Facade Enclosure System performance···········································47
10
Building Informantion Model····················································· 49
10.1
General Requirements······························································· 49
10.2
Model Application····································································49
Explanation of Wording in This Standard··········································· 51
List of Quoted Standards·····································································52
Addition：Explanation of Provisions···················································· 55
标准
1
1
总
则
1.0.1
为了贯彻国家适用、经济、绿色、美观的建筑方针，促进住宅
产业高质量发展，全面提高住宅建筑的长寿性能、品质优良性能和绿
色持续性能，制定本标准。
1.0.2
本标准适用于河北省抗震设防烈度 6 度至 8 度地区、建筑高度
80m 及以下、结构设计使用年限为70 年的城镇新建住宅建筑设计。
1.0.3
七十年住宅建筑设计除应执行本标准外，尚应符合国家及河北
省现行有关标准的规定。
2
2
术
语
2.0.1
七十年住宅 seventy years residential housing
基于可持续发展理念，统筹住宅建筑全寿命期内全过程的集成设
计与建造、使用与维护，结构设计使用年限为 70 年，建筑部品部件按
照使用年限便于更换，具有建筑长寿性能﹑品质优良性能﹑绿色持续
性能，全面保障居住长久品质的住宅建筑。
2.0.2
建筑支撑体 skeleton system of building
住宅建筑中的承重结构、公共部分、共用设备及管线等，具有不
可变性及高耐久性能等特点。
2.0.3
建筑填充体 infill system of building
住宅建筑套内的设备管线，厨卫设施﹑内门窗﹑吊顶、隔墙、楼
地面等内装部品以及非承重外墙、外门窗等围护结构，具有灵活性及
适应性等特点。
2.0.4
住宅建筑通用体系 open system of residential building
以工业化生产方式为特征的、由建筑支撑体与填充体及建筑内装
体构成的开放性住宅建筑体系；体系具有系统性﹑适应性和多样性，
部品部件具有通用性和互换性。
2.0.5
集成设计建造 integrated design and construction
建筑支撑体与建筑填充体一体化设计与建造的方法和过程。
2.0.6
模块化部品
modular part
由标准化﹑系列化部品组成的，满足住宅建筑功能的通用单元，
包括整体厨房﹑整体卫浴﹑整体收纳等。
2.0.7
集成化部品 integrated part
主要采用干式工法，由工厂生产的部品以及设备与管线等集成装
标准
3
配而成的单元，包括装配式隔墙、装配式吊顶和装配式楼地面等部
品。
2.0.8
整体厨房 integrated kitchen
由工厂生产﹑现场装配的满足炊事活动功能要求的模块化部品。
2.0.9
整体卫浴 unit bathroom
由工厂生产﹑现场装配的满足洗浴﹑盥洗和便溺等功能要求的模
块化部品。
2.0.10
整体收纳 integrated cabinet
由工厂生产﹑现场装配的满足套内不同功能空间分类储藏要求的
模块化部品。
2.0.11
协同设计 collaborative design
运用信息化技术手段，通过建筑支撑体与建筑填充体之间、各专
业设计之间和生产建造过程各阶段之间的协调配合，满足建筑设计、
生产运输、施工安装、运营维护等要求的一体化设计。
2.0.12
管线分离 pipe and wire detached from skeleton
设备及管线自成体系并与建筑结构相分离的设计建造方式。
2.0.13
建筑耐久性能 durability performance of building
住宅建筑全寿命期内在抵御自然环境影响及老化并在正常使用与
维护条件下，仍能满足建筑功能与性能要求的能力。
2.0.14
建筑适应性能 adaptability performance of building
住宅建筑填充体在全寿命期使用过程中，具有功能灵活性﹑维修
方便性以及空间更新性等可持续居住需求的能力。
2.0.15
适老通用性能 performance of adaptable to the aged
住宅建筑及环境适合和满足老年人及所有使用者居住生活需求的
能力。
4
2.0.16
长期维护性能 long-term maintenance performance
住宅建筑在全寿命期内为保持正常使用功能和性能维护更新的能
力。
2.0.17
模数协调 modular coordination
应用模数实现尺寸协调及安装位置的方法和过程。
标准
5
3
基本规定
3.0.1
七十年住宅设计应符合标准化和多样化的原则，并应满足部品
部件通用化和套型系列化的要求。
3.0.2
七十年住宅设计应在方案设计阶段进行技术策划，并应对经济
性和可行性进行评估，合理确定建设目标与实施方案。
3.0.3
七十年住宅设计应符合建筑、结构、装修、设备及其管线一体
化设计与建造的要求。
3.0.4
七十年住宅设计应满足建筑支撑体耐久性和建筑填充体适应性
的建筑长寿性能要求。
3.0.5
七十年住宅设计应满足外围护结构高耐久性的要求，外围护结
构系统应使用建筑保温与结构一体化等集成技术体系。
3.0.6
七十年住宅设计应满足性能长期优良化的要求，并应符合现行
国家标准《住宅性能评定技术标准》GB/T 50362 的有关规定。
3.0.7
七十年住宅设计应满足绿色持续性的要求，并应符合河北省现
行标准《绿色建筑设计标准》DB13(J)/T 231 和《绿色建筑评价标
准》DB13(J)/T 8427 的绿色建筑的有关规定。
3.0.8
七十年住宅选址、规划设计应满足安全、健康、舒适居住环
境，并符合现行国家标准《城市居住区规划设计标准》GB 50180 的规
定。
3.0.9
七十年住宅应充分利用新技术、新材料、新工艺、新产品，体
现绿色、节能、生态、智慧的理念，提升住宅建设的高品质、高质量
发展。
3.0.10
七十年住宅设计应满足适老性能的使用要求，并符合《无障碍
设计规范》GB 50763 的规定。
6
3.0.11
七十年住宅应满足日照、采光、通风、热环境、光环境、声环
境、室内空气质量等环境要求，并满足安全、卫生防疫等要求。
3.0.12
七十年住宅建筑信息模型的设计、应用和管理应符合国家建筑
信息模型应用统一标准等有关标准的规定。
标准
7
4
集成设计
4.1
一般规定
4.1.1
七十年住宅设计应在标准化的基础上将基本功能空间或套型作
为基本模块进行设计，基本模块应满足下列要求：
1
满足标准化与系列化的要求；
2
满足空间灵活可变性的要求；
3
满足部品部件通用化要求。
4.1.2
套型设计应采用大空间布置方式，套型布局宜规整紧凑，并应
采用轻质隔墙或其他部品划分套内空间。
4.1.3
七十年住宅设计应根据地域气候特征和建筑支撑体的形式合理
选择围护结构类型。
4.1.4
建筑支撑体和填充体设计应遵循模数协调原则，并应符合现行
国家标准《建筑模数协调标准》GB/T50002 的规定。
4.2
模数协调
4.2.1
七十年住宅设计应通过模数协调实现建筑支撑体和建筑填充体
之间的整体协调。
4.2.2
七十年住宅设计应采用基本模数或扩大模数，部品部件的设
计、生产和安装等应满足尺寸协调的要求。
4.2.3
七十年住宅设计应在模数协调的基础上优化部品部件尺寸和种
类，并应确定各部品部件的位置和边界条件。
4.2.4
建筑支撑体结构空间部件宜采用扩大模数 2nM、3nM 模数数
8
列，共用管道井和设备空间部件采用基本模数。
4.2.5
建筑内装部品宜采用基本模数或分模数，分模数宜为 M/2、
M/5。部品间应具有兼容性及通用性。
4.3
协同设计
4.3.1
七十年住宅设计应采用协同设计的方法，满足生产、建造全过
程要求。
4.3.2
部品部件的生产运输、装配施工及运营维护等应满足建筑全寿
命期各阶段协同的要求。
标准
9
5
建筑支撑体
5.1
一般规定
5.1.1
建筑支撑体结构设计使用年限应为70 年，并应符合国家现行标
准及规范《建筑结构可靠性设计统一标准》GB 50068、《建筑结构荷
载规范》GB 50009、《建筑抗震设计规范》GB 50011、《混凝土结构
设计规范》GB 50010、《钢结构设计标准》GB 50017 和河北省现行
标准《七十年住宅工程结构设计标准》DB13(J)/T 8388 等的相关规
定。
5.1.2
建筑支撑体的安全等级应符合现行国家标准《建筑结构可靠性
设计统一标准》GB 50068 的规定，建筑结构的安全等级不应低于二
级，结构重要性系数，安全等级为一级时取1.1，安全等级为二级时取
1.0。
5.1.3
建筑支撑体应选用合理的结构体系、构件和布置，在符合功能
要求的同时，适应住宅全寿命期内使用功能空间的转换。
5.1.4
住宅结构应体型简单、规则，设计应根据抗震概念设计的要求
明确形体的规则性；不规则的应按规定采取加强措施；特别不规则的
应进行专门研究和论证，采取特别的加强措施；不应采用严重不规则
的建筑。
5.1.5
建筑支撑体当采用预制部（构）件时，应满足下列要求：
1
预制部（构）件连接应满足受力合理、构造简单和现场连接
可靠等要求；
2
预制部（构）件连接应满足标准化要求，与生产工艺相结
合，优化规格尺寸，并满足装配化施工的安装调节和公差配合要求；
10
3
预制部（构）件设计应满足生产运输、施工条件的要求；
4
预制部（构）件应结合住宅使用功能和内装要求预留孔洞或
管线接口。
5.1.6
七十年住宅选择建筑场地时，应根据工程需要和地震活动情
况、工程地质和地震地质的有关资料，对抗震有利、一般、不利和危
险地段做出综合评价。对不利地段，应提出避开要求；当无法避开时
应采取有效措施。严禁在危险地段建造七十年住宅建筑。
5.1.7
材料应符合国家现行有关标准规定的力学性能、工艺性能和耐
久性能，并宜符合节约资源和保护环境的原则。普通混凝土材料、普
通钢筋和预应力钢筋的力学性能指标可按照现行国家标准《混凝土结
构设计规范》GB 50010 的规定取值。有抗震要求时，应满足现行国家
标准《建筑抗震设计规范》GB 50011 的规定。
5.1.8
建筑结构应能承受在建造和正常使用过程中可能发生的各种作
用和环境影响。在结构设计工作年限内，住宅建筑结构和结构构件应
满足安全性、适用性和耐久性要求。
5.1.9
抗震设防烈度为8度的住宅结构可采用隔震或消能减震结构，并
应按国家现行标准《建筑抗震设计规范》GB 50011、《建筑隔震设计
标准》GB/T 51408和《建筑消能减震技术规程》JGJ 297的规定执行。
5.1.10
在结构设计使用年限 70 年内，未经技术鉴定或设计许可，不
得改变结构的用途或使用环境，不得拆改主体结构构件，不得进行加
层改造。
5.2
结构选型及构件布置
5.2.1
结构可采用混凝土结构或钢结构。结构体系宜选择框架结构、
框架－支撑结构、剪力墙结构、框架－剪力墙结构等体系。
标准
11
5.2.2
房屋最大适用高度应符合国家现行标准《建筑抗震设计规范》
GB 50011、《高层建筑混凝土结构设计规程》JGJ 3、《高层民用建筑
钢结构技术规程》JGJ 99等以及河北省现行有关标准的规定。当采用
装配式建筑时，尚应符合国家现行标准《装配式混凝土建筑技术标
准》GB/T 51231、《装配式钢结构建筑技术标准》GB/T 51232、《装
配式混凝土结构技术规程》JGJ 1等以及河北省现行有关标准的规定。
5.2.3
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，避
免侧向刚度和承载力突变。结构刚度和承载力有突变的部位，应采取
可靠的加强措施。
5.2.4
抗侧力构件宜考虑住宅全寿命期内功能空间灵活可变的可能
性，宜优先布置在外墙、分户墙、楼电梯间隔墙等墙体位置相对固定
的部位。
5.2.5
结构缝设置应满足下列要求：
1
应根据结构受力特点及建筑尺度、形状、使用功能要求，合
理确定结构缝的位置和构造形式，结构缝的设置应以减少不规则项或
减轻温度应力为原则；
2
需要设置结构缝时，缝宽和构造措施应符合国家和河北省现
行有关标准的规定。
5.2.6
楼、屋盖应采用现浇混凝土梁板结构或装配整体式混凝土梁板
结构，可以采用组合压型钢板等楼板。