[水电工程]全国民用建筑工程设计技术措施(2 o 0 9 )给水排水 [复制链接]

1 总则⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 1 ) `Qk R  
2 生活给水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ r 7 、 `Qk R  
2 ． 1 用水量标准⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 2 ) `Qk R  
2 ． 2 水质标准及防水质污染⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 9 ) `Qk R  
2 ． 3 供水方式与给水系统⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 12 ) `Qk R  
2 ． 4 设计流量及水力计算⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 1 3 ) `Qk R  
2 ． 5 管材、附件及仪表⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ f 3 0 ) `Qk R  
2 ． 6 管道布置、敷设、防腐、保温⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 3 7 ) `Qk R  
2 ． 7 增压设备及泵房⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 50 ) `Qk R  
2 ． 8 贮水池、水箱及水塔⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 6 0 ) `Qk R  
2 ． 9 消声及隔振⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 6 3 ) `Qk R  
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3 ． 1 管道直饮水水质、水量和水压⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
3 ． 2 管道直饮水水处理⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
3 ． 3 管道直饮水系统设计⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
3 ． 4 管道直饮水系统计算与设备选择⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
3 ． 5 管道直饮水净水机房⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
3 ． 6 管道直饮水水质检查⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
3 ． 7 管道直饮水控制系统⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
3 ． 8 管道直饮水施工安装⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
3 ． 9 管道直饮水系统清洗和消毒⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
3 ． 10 饮用水供应⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
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4 ． 1 `Qk R  
4 ． 2 `Qk R  
4 ． 3 `Qk R  
4 ． 4 `Qk R  
4 ． 5 `Qk R  
4 ． 6 `Qk R  
水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ f 84 ) `Qk R  
排水系统划分⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 8 4 ) `Qk R  
排水系统选择⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 8 5 ) `Qk R  
卫生器具和卫生间⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ f 8 6 ) `Qk R  
排水管道水力计算⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 8 8 ) `Qk R  
排水管道的管材和接口⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 9 3 ) `Qk R  
排水管道的布置和敷设⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ( 9 4 ) `Qk R  
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4 。7 排水管道的防护措施和支吊架⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 8 通气管的设置原则⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 9 通气管的连接方式与敷设⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 】0 通气管的管材和管径⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 1 1 特殊单立管排水系统⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 1 2 水封装置与地漏⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 1 3 排水管道附件⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 14 排水泵房和集水池⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 1 5 局部生活排水处理⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 16 医院污水处理⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
4 ． 1 7 建筑小区排水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
6 ． 1 1 `Qk R  
6 ． 1 2 `Qk R  
6 ． 1 3 `Qk R  
6 ． 14 `Qk R  
6 ． 1 5 `Qk R  
6 ． 1 6 `Qk R  
水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 3 2 ) `Qk R  
建筑物雨水系统的划分与选择⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 3 2 ) `Qk R  
雨水量⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 3 4 ) `Qk R  
建筑物雨水系统设计⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 3 5 ) `Qk R  
建筑物雨水系统水力计算⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 3 9 ) `Qk R  
室外或小区雨水系统设计⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (_14 6 ) `Qk R  
小区雨水管道水力计算⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (14 9 ) `Qk R  
建筑与小区雨水利用⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 5 0 ) `Qk R  
水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (15 9 ) `Qk R  
用水量定额⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (15 9 ) `Qk R  
水温⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 6 2 ) `Qk R  
水质及水质处理⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 6 3 ) `Qk R  
耗热量与热水量计算⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (16 6 ) `Qk R  
热源⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 6 8 ) `Qk R  
集中热水供应系统的加热和贮热设备⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (17 0 ) `Qk R  
太阳能热水系统的集热、贮热及附属设备⋯ ⋯ ⋯ ⋯ ⋯ (17 9 ) `Qk R  
热泵热水系统的加热、贮热及附属设备⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 8 9 ) `Qk R  
地热水(温泉水)贮热、补热系统的设计计算⋯ ⋯ ⋯ ⋯ (1 9 4 ) `Qk R  
利用低谷电制备生活热水的加热、贮热系统的 `Qk R  
设计计算⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 9 6 ) `Qk R  
燃油、燃气热水机组和热水锅炉制备生活热水的加热、 `Qk R  
贮热系统的设计计算⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (1 9 7 ) `Qk R  
局部加热设备⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (19 9 ) `Qk R  
系统选择与设计⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 0 1 ) `Qk R  
管网计算⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 0 5 ) `Qk R  
管材和附件⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 0 7 ) `Qk R  
管道敷设与保温⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 l3 ) `Qk R  
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消防给水和灭火设施⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ f2 l6 ) `Qk R  
7 ． 1 消火栓给水系统⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 1 6 ) `Qk R  
7 ． 2 自动喷水灭火系统⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 2 9 ) `Qk R  
7 ． 3 水喷雾和细水雾灭火系统⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 5 7 ) `Qk R  
7 ． 4 消防给水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 6 5 ) `Qk R  
7 ． 5 消防给水管材、管件及其敷设⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 7 4 ) `Qk R  
7 ． 6 气体灭火系统和干粉灭火装置⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 7 8 ) `Qk R  
7 ． 7 灭火器⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 8 8 ) `Qk R  
7 ． 8 消防排水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (2 9 3 ) `Qk R  
8 循环冷却水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 1 适用范围及系统特点⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 2 基础资料⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 3 系统组成与形式⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 4 冷却塔⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 5 集水设施⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 6 循环水泵与配管⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 7 系统补充水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 8 冷却水温度调节⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 9 循环冷却水处理⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
8 ． 1O 密闭式循环冷却水系统⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 1 1 ) `Qk R  
一般规定⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 1 1 ) `Qk R  
中水水源及其水量水质⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 1 1 ) `Qk R  
中水利用及水质标准⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 l4 ) `Qk R  
系统的组成与型式⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 14 ) `Qk R  
处理工艺流程⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 16 ) `Qk R  
处理设施⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 1 8 ) `Qk R  
中水处理站⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 2 1 ) `Qk R  
安全防护和监(检)测控制⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 2 3 ) `Qk R  
1 0 特殊地区建筑给水排水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ． ． (3 2 4 ) `Qk R  
lO ． 1 湿陷性黄土地区给水排水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 2 4 ) `Qk R  
l0 ． 2 地震区给水排水⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 2 9 ) `Qk R  
1 1 水景喷泉⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ． (3 3 4 ) `Qk R  
1 1． 1 水景喷泉工程的类型⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 3 4 ) `Qk R  
l1． 2 水景喷泉的基本水流形式及其采用的喷头⋯ ⋯ ⋯ ⋯ (3 3 5 ) `Qk R  
l 1 ． 3 喷水造型设计⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 3 6 ) `Qk R  
1 1 ． 4 水景喷泉的运行控制⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 3 8 ) `Qk R  
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· 4 · 全国民用建筑工程设计技术措施／给水捧水(2 0 0 9 年版) `Qk R  
l1． 5 水景喷泉工程的给排水系统设计⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 4 1 ) `Qk R  
1 1 ． 6 景观水体的修复与维护⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 5 5 ) `Qk R  
1 2 体育场馆⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ `Qk R  
1 2 ． 1 `Qk R  
1 2 ． 2 `Qk R  
l2 ． 3 `Qk R  
12 ． 4 `Qk R  
给水 `Qk R  
排水 `Qk R  
热水 `Qk R  
消防 `Qk R  
(3 5 8 ) `Qk R  
(3 5 8 ) `Qk R  
(3 6 6 ) `Qk R  
(3 8 1 ) `Qk R  
(3 8 3 ) `Qk R  
1 3 游泳池和水上游乐池⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 85 ) `Qk R  
l3 ． 1 池水特征⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 8 5 ) `Qk R  
13 ． 2 池水循环⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 8 7 ) `Qk R  
l3 ． 3 池水净化⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 9 3 ) `Qk R  
1 3 ． 4 池水消毒⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (3 9 8 ) `Qk R  
13 ． 5 池水加热⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 0 2 ) `Qk R  
l3 ． 6 水质监测和系统控制⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 0 6 ) `Qk R  
1 3 ． 7 特殊设施⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 0 7 ) `Qk R  
l3 ． 8 洗净设施⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 O 9 ) `Qk R  
13 ． 9 排水及回收利用⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 10 ) `Qk R  
1 3 ． 1O 池水净化设备机房⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 l 1 ) `Qk R  
13 ． 1 1 水上游乐池⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 l4 ) `Qk R  
l3 ． 1 2 休闲健身池⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 l6 ) `Qk R  
1 4 绿地灌溉⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ． (4 18 ) `Qk R  
14 ． 1 基本构成和系统分类⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 1 8 ) `Qk R  
l4 ． 2 基本资料和设计原则⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 1 9 ) `Qk R  
14 ． 3 设计参数和灌溉制度⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 2 0 ) `Qk R  
l4 ． 4 灌溉水源和首部设备⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 2 4 ) `Qk R  
14 ． 5 灌水器⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 2 7 ) `Qk R  
14 ． 6 管网设计⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 3 3 ) `Qk R  
14 ． 7 附属设施⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 3 5 ) `Qk R  
附录⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ f4 3 8 ) `Qk R  
附录A 主要依据的标准规范目录⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 3 8 ) `Qk R  
附录B 一1 生活饮用水的卫生指标⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 4 0 ) `Qk R  
附录B 一2 住宅建筑给水管段设计秒流量计算表⋯ ⋯ ⋯ ⋯ (4 4 6 ) `Qk R  
附录B 一3 管沟中管道的中心距⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 5 4 ) `Qk R  
附录B 一4 管道中心距和管中心至墙面距离(钢管) ⋯ ⋯ ⋯ (4 5 5 ) `Qk R  
附录B 一5 暗装铜管管中心线至墙面、柱面的最大距离⋯ (4 5 7 ) `Qk R  
附录B 一6 建筑物及城市区域的允许噪声级⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 5 8 ) `Qk R  
附录C 饮用净水水质标准⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 5 9 `Qk R  
目录· 5 · `Qk R  
附录D 一1 `Qk R  
附录D 一2 `Qk R  
附录D 一3 `Qk R  
附录D 一4 `Qk R  
附录E — l '",5Bu#C  
附录E 一2 '",5Bu#C  
附录F — l '",5Bu#C  
附录F 一2 '",5Bu#C  
综合医疗机构和其他医疗机构水污染物排放限值 '",5Bu#C  
( 日均值) ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 6 1 ) '",5Bu#C  
传染病、结核病医疗机构水污染物排放限值 '",5Bu#C  
( 日均值) 一⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 6 2 ) '",5Bu#C  
医疗机构污泥控制标准⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 6 3 ) '",5Bu#C  
污水处理站周边大气污染物最高允许浓度⋯ ⋯ (4 6 4 ) '",5Bu#C  
我国部分城镇降雨强度⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 6 5 ) '",5Bu#C  
中国年最大2 4 h 点雨量均值等值线⋯ ⋯ ⋯ ⋯ ⋯ (4 8 8 ) '",5Bu#C  
我国太阳能资源分区及分区特征⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 8 9 ) '",5Bu#C  
我国7 2 个城市典型年太阳能设计用气象参数 '",5Bu#C  
(4 9 O ) '",5Bu#C  
附录G 暖通空调设计用气象参数⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (4 9 3 ) '",5Bu#C  
附录H 一1 城镇污水处理厂水污染物排放基本控制项目 '",5Bu#C  
最高允许排放浓度( 日均值) ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 0 7 ) '",5Bu#C  
附录H 一2 城市污水再生利用分类⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 0 8 ) '",5Bu#C  
附录H 一3 城市杂用水水质标准⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 0 9 ) '",5Bu#C  
附录H 一4 景观环境用水的再生水水质标准⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 l0 ) '",5Bu#C  
附录H 一5 再生水用作工业用水水源的水质标准⋯ ⋯ ⋯ ⋯ (5 l 1 ) '",5Bu#C  
附录J — l 中国湿陷性黄土工程地质分区略图⋯ ⋯ ⋯ ⋯ ⋯ (5 l2 ) '",5Bu#C  
附录j 一2 湿陷性黄土的物理力学性质指标⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 14 ) '",5Bu#C  
附录K 一1 射流喷头垂直喷水时的水力计算表⋯ ⋯ ⋯ ⋯ ⋯ (5 16 ) '",5Bu#C  
附录K 一2 射流喷头倾斜喷水时的水力计算表⋯ ⋯ ⋯ ⋯ ⋯ (5 2 6 ) '",5Bu#C  
附录K 一3 宽顶堰水力计算表⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 2 8 ) '",5Bu#C  
附录K 一4 薄壁堰水力计算表⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 3 0 ) '",5Bu#C  
附录K 一5 管嘴水力计算表⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 3 1 ) '",5Bu#C  
附录L 游泳池水质标准⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 3 2 ) '",5Bu#C  
附录M 农田灌溉水质标准⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ ⋯ (5 3 3 '",5Bu#C  

1 总则1 '",5Bu#C  
1 ． 0 。1 为了在民用建筑工程中正确贯彻执行国家或行业现行的有关法规、标准、规范及规程， 提高工 '",5Bu#C  
程设计质量， 特编写本《全国民用建筑工程设计技术措施一给水排水》(简称《措施》)。 '",5Bu#C  
1 ． 0 ． 2 本《措施》主要依据与建筑给水排水及相关工程有关的国家或行业的法规、标准、规范及规程 '",5Bu#C  
编写， 其目录详见附录A 。工作中还应遵守国家或行业现行有关其他标准的规定。 '",5Bu#C  
1 ． 0 。3 本《措施》适用于全国新建、改建、扩建的各类民用建筑、居住小区和公共建筑区的给水排水 '",5Bu#C  
工程设计， 亦适用于工业建筑中生活给水排水和厂房屋面雨水排水设计。 '",5Bu#C  
1 ． 0 ． 4 本《措施》的服务对象主要是从事上述建筑给水排水及相关工程的设计人员， 从事施工安装、 '",5Bu#C  
工程监理等工作的技术人员可参考使用。 '",5Bu#C  
1 ． 0 。5 本《措施》是在总结以往工程实践的基础上对国家或行业的法规、标准、规范及规程的细化 '",5Bu#C  
和补充， 提供了各种设计方法、参数和技术要求供设计人员使用。但本《措施》不能代替相关法规、 '",5Bu#C  
标准、规范和规程， 工作中仍应以其有效版本的条文为准。 '",5Bu#C  
1 ． 0 ． 6 随着技术的发展， 将有新的或修订的法规、标准、规范及规程不断颁布实施。如本《措施》与 '",5Bu#C  
其不符时， 应以新颁布实施的法规、标准、规范及规程为准。 '",5Bu#C  
1 ． 0 ． 7 在设计工作中除应遵守国家或行业的法规、标准、规范及规程外， 还应符合当地主管部门有关 '",5Bu#C  
规定的要求。 '",5Bu#C  
1 ． 0 ． 8 我国幅员辽阔， 地区差异很大， 设计人员在使用本《措施》时必须结合工程的实际情况， 正确 '",5Bu#C  
运用 '",5Bu#C  
· 2 · 全国民用建筑工程设计技术措施／给水捧水(2 0 O 9 年版) '",5Bu#C  
2 生活给水 '",5Bu#C  
2 ． 1 用水量标准 '",5Bu#C  
2 ． 1 ． 1 住宅的最高日生活用水定额及小时变化系数， 根据住宅类别、建筑标准、卫生器具完善程度和 '",5Bu#C  
区域条件等因素， 可按表2 ． 1 ． 1 确定。 '",5Bu#C  
表2 ． 1 ． 1 住宅最高日生活用水定额及小时变化系数 '",5Bu#C  
住宅类型卫生器具设置标准[ 用水定额 '",5Bu#C  
L ／ (人· d )] '",5Bu#C  
小时变 '",5Bu#C  
化系数 '",5Bu#C  
使用时间 '",5Bu#C  
(h ) '",5Bu#C  
普通 '",5Bu#C  
住宅 '",5Bu#C  
I 有大便器、洗涤盆8 5 ～ 15 0 3 ． 0 ～ 2 ． 5 24 '",5Bu#C  
Ⅱ 有大便器、洗脸盆、洗涤盆、洗衣机、热水器和沐浴设备l3 0 ～ 3 o 0 2 ． 8 ～ 2 ． 3 2 4 '",5Bu#C  
Ⅲ '",5Bu#C  
有大便器、洗脸盆、洗涤盆、洗衣机、集中热水供应(或家用热 '",5Bu#C  
水机组) 和沐浴设备 '",5Bu#C  
1 8 0 ～ 3 2 0 2 ． 5 ～ 2 ． O 2 4 '",5Bu#C  
别墅有大便器 '",5Bu#C  
、洗脸盆、洗涤盆、洗衣机及其他设备(净身盆、洗碗 '",5Bu#C  
机等) 、家用热水机组或集中热水供应和沐浴设备、洒水栓 '",5Bu#C  
2 0 0 ～ 3 5 0 2 ． 3 ～ 1 ． 8 2 4

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