市人民医院建设项目可行性研究报告

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协调一致，整体壮观为准。

(2)立面处理

建筑立面造型要美观、大方、端庄、简洁、色彩明快。 (3)建筑材料选用

常规建材以当地生产为主，但要选用质量可靠的生产厂家，并按标准检验。装修材料从市场解决，要选择国家指定的规模较大、产品信誉好的厂家，并要有产品合格证书。

(4)建筑的防火措施

医院综合楼为公共场所，人员密集，人流、物流量大，在防火设计上要严格按规范及相关规定进行。建筑防火等级不低于二级，具体措施是，各楼层设置防火隔离墙、隔离门、室内装修采用耐火等级为一级和二级的材料。承重墙体材料耐火等级极限不低于2.5小时的非燃烧体。按规定配备专用消防水管及灭火栓，并相应配备专用灭火器和其他灭火装置。

(5)主要建筑做法

1）维护承重结构采用粘土砖。

2）应采用牢固、耐用、难沾污、易清洁、耐腐蚀的材料装修到顶；

3）门窗为钢、铝合金、塑钢结构。

4）屋面为彩色钢板，自防水，耐火等级为3级，防寒层材料加阻燃物。

3、结构设计

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工程结构的设计原则是在安全适用、技术先进、经济合理，确保质量的前提下，方便施工，加快建设速度。本工程采用砖混结构，毛石条型基础，楼板为现浇混凝土。

四、给水排水 1、给水

(1)用水量：医院用水为医疗、洗涤及生活用水、最大用水量为15m3/n，全天用水量30m3。

(2)水源：水源来自城市自来水，从市自来水供水网上引入水管至给水管系统总阀，装用水计量表。

(3)配水系统，从总阀开始，用水管将自来水引入各层用水点。医院综合楼室外供水管网成枝状分布。

2、消防给水

根据“建筑防火规范”，医院火灾危险为丁类，同一时间内火灾次数为一次，火灾延续时间为1小时，医院内消防水量为20 m3/h。室外消防水用量为30m3/n。消防总用水量为180 m3。

消防给水为城市自来水，医院自备应急水箱，各楼层安装消防栓，设于走廊宽阔处和楼梯间内，以备应急方便。

3、排水

医院最大排水量为15m3/n，全天排水量30m3，均为生活及洗涤用水，不含有毒物质。排水采用合流制，经化粪池

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厌氧发酶处理，排入城市污水管网。

五、采暖通风 1、采暖负荷和热媒

医院内采暖负荷为480KW，采暖热媒为低温热水，供水温度为95℃，回水温度为70℃。

2、采暖，采用散热器取暖，采暖形式为下供下回水平串联系统，主干管敷设于地沟内，同程式布置。

3、供热

从城市热网接入热水管道供热。 4、通风

医院综合楼以自然通风为主，辅助以机械通风，楼内各

层设通风口，自然调节空气流通。主要设备和技术室内设引风机换气，保证空气质量和流通。

5、供电

医院综合楼内用电为动力电力和照明电力设计，用电负荷为100kw，采用电压380／220伏三相四线制供电，自建配电站，从镇内供电网引入10千伏自配变压器引入站内，配电保护标准为710－C－S系统。

六、建筑工程量

详见建构(筑)物一览表5—1。

建构（筑）物一览表

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表5－1

序号 一 二 三 四 五 六 七 八 九 工程名称 急 诊 部 门 诊 部 住 院 部 医技科室 保障系统 行政管理 院内生活 垃 圾 站 污水处理站 合 计 结 构 砖混 砖混 砖混 砖混 砖混 砖混 砖混 单 位 m2 m2 m2 m2 m2 m2 m2 座 座 数 量 200 800 2000 1600 700 300 400 1 1 6000 备 注 第二节 设备方案

该项目为某某市人民医院建设工程，为使其能正常运转，需配备相应设备。详见医疗仪器设备明细表（附表）。

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