市人民医院建设项目可行性研究报告 下载本文

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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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