《北京市某医院住院楼给水排水工程设计(毕业设计)》由会员分享,可在线阅读,更多相关《北京市某医院住院楼给水排水工程设计(毕业设计)(48页珍藏版)》请在金锄头文库上搜索。
1、*工程大学毕业设计摘要 本次设计题目为北京市*医院住院楼给水排水工程设计。该建筑属于综合性大楼,为中危险等级建筑物。具体设计项目为:室内给水工程,室内排水工程,室内消防工程(包括消火栓系统和自动喷淋系统),室内热水工程,共5部分。生活冷水给水系统分高、低分区。低区14层由市政管网直接供水,采用下行上给式供水方式;高区516层由水箱、水泵联合供水,采用上行下给式供水方式。地下室设有贮水池和水泵房。屋顶设高位水箱,生活水箱与消防水箱分设。消火栓系统不分区,采用水箱和水泵联合供水的临时高压给水系统。每个消火栓箱内设消防泵启动按钮,消防时可直接启动水泵。屋顶水箱贮存有10分钟的消防水量。火灾延续时间以
2、2小时计。采用湿式自动喷水灭火系统。每四层一个区,设一根立管,共四根立管。水箱高度不满足该系统对水压的要求,因此在水箱旁设增压稳压设备。湿式报警阀设置于地下室内,水力警铃装在报警阀附近。火灾延续时间以1小时计。室内热水采用集中式热水供应方式,分高低两个区,低区1-4层采用下行上给式供水方式;高区5-16层采用下行上给式供水方式。采用干管循环。排水采用合流制,分区与给水系统相同。每根立管都单独出户。低区14层不通气,高区516层采用伸顶通气,低区都不通气。本设计说明书详细介绍了系统的设计、计算过程。并且阐述了几种防噪措施,以供参考。关键词:给水、排水、热水、消火栓、喷淋、分区、水泵、水箱、水池。
3、ABSTRACT This time design topic stays in the hospital the building water supply catchment engineering design in Peking City peoples hospital.Should construct to belong to a comprehensive sex mansion, for win dangerous grade building.Concretely design item for:Indoor water supply engineering, indoor
4、catchment engineering, indoor fire fight engineering(include the penstock system and spray to pour system automatically), indoor hot water engineering, total 5 parts.The living cold water water supply system the cent is high,low mark area.Low area 1-4 layers is taken care of a net by the city to sup
5、ply water directly, the adoption descends to go to ascend to supply water a way to the type;High area 5-16 layers is pumped consociation water supply by the water tank,water, adopting north bound to descend to supply water a way to the type.The ground floor establishes the pond and water pump house.
6、The roof establishes a high water tank, living the water tank and the fire fight water tank to establish for cent.The penstock system doesnt divide area, adopting the temporary high pressure water supply system that the water tank and water pump the consociation water supply.Each penstock box inside
7、 establish the fire fight pump bootstrap button, fire fight can start a water pump directly.The roof water tank contains fire fight the water quantity for 10 minutes.A fire continues time to be account with 2 hours.Adopt a wet type to spray a water to extinguish fire system automatically.Each four t
8、he layers is an areas, establish a the root sign a tube, total four the roots sign a tube.The water tank highly dissatisfied foot request of that system to water pressure, so establish to increase to press by the side of the water tank steady press an equipments.The wet type reports to the police th
9、e valve constitution is indoor in the underground, the water power alarm bell pack Be reporting to the police a valve neighborhood.A fire continues time to be account with an hour.The indoor hot water adoption concentrates the type hot water a supply a method, dividing high and low two areas, the lo
10、w area 1-4 layers adoption descends to go to ascend to supply water a way to the type;High area 5-16 layer adoption descend to go to ascend to supply water a way to the type.Adopt dry tube circulation.Drain an adoption confluence system, divide the area and water supply system homology.Each one sign
11、s tubes all alone a door.Low area 1-4 layers is frowsty, high area 5-16 layer adoptions stretch a crest to ventilate, low areas are all frowsty.This design manual introduced the design,the calculation process of the system in detail.And elaborated several kinds to defend the 噪 measure to provide a r
12、eference.Keywords:Water supply、catchment、hot water、penstock、spray to pour and divide area、the water pump、water tank、pond.目录第 1 章 设计总说明61.1 室内给水工程61.1.1 系统选择61.1.2 系统组成61.1.3 给水管道布置与安装61.2 排水工程71.2.1 系统选择71.2.2 系统组成71.3 热水供应系统71.3.1 系统选择71.3.2 系统的组成71.4 消火栓系统71.4.1 系统选择71.4.2 系统组成81.5 自动喷淋系统81.5.1 系统
13、选择81.5.2 系统组成81.6 管道的平面布置及管材8第 2 章 室内给水系统的计算82.1 生活用水量的计算82.2 设计秒流量的计算92.3 管网的水力计算92.3.1 低区给水管网的计算92.3.2. 高区给水管网的计算112.4 屋顶水箱容积计算112.5 地下室贮水池设计与计算132.6 室内所需压力校核142.6.1 低区校核142.6.2 高区校核152.7 地下室加压泵的选择15第 3 章 室内消火栓系统的计算163.1 消火栓给水系统布置原则163.2 消火栓基本数据的确定163.2.1 消火栓间距的确定163.2.2 消火栓间距的确定173.2.3 消火栓口所需的压力计
14、算173.2.4 最不利消火栓静水压力校核183.3 消火栓系统水力计算18第 4 章 自动喷淋灭火系统计算214.1简介214.2 湿式喷水灭火系统的主要组件及要求214.2.1 闭式喷头214.2.2 报警阀门214.2.3 水流报警装置214.2.4 检测装置224.3 喷头的选用与布置224.4 管道与阀门布置224.4.1 供水管道与报警阀门224.4.2 喷水管网224.4.3 管道负荷224.4.4 系统的泻水措施234.5 管材及其安装234.6 系统的水力计算234.7 喷淋水泵的选择244.8 加压泵的选择25第 5 章 建筑内部热水给水系统计算255.1 热水量255.2
15、 耗热量265.3 加热设备选择计算265.4 热水配水管网计算275.5 热水会水管网水力计算285.6 选择循环泵305.7 蒸汽管道315.8 蒸汽凝水管道计算32第 6 章 建筑内部排水系统376.1 排水系统选择386.2 排水系统水力计算386.3 通气管安装要求386.4 检查口与清扫口的设置386.5 地下室排水39第 7 章 噪声的控制417.1 泵房的消声减振措施417.2 管道系统的消声41第 1 章 设计总说明1.1 室内给水工程1.1.1 系统选择建筑内采用独立的生活给水系统。根据设计资料,已知室外给水管网常年水头为22米,不能满足该建筑的用水要求,故室内给水系统采用分区给水方式,分为高低两区。 低区1-4层由城市管网直接供水,采用下行上给供水方式;高区5-16层由水泵水箱联合供水,采用上行下给供水方式。但高区下三层(即5、6、7层)静水压力超过了0.45MPa, 故在这三层的横支管上设减压阀。高区管道路径为:城市管网-地下贮水池-水泵-层顶水箱-高区各层用水点。为供水安全,高区与低区连通。由于市政给水管网不