毕业论文-恒茂22楼给水排水工程设计内容摘要:

................................. 73 最不利消火栓口所需压力 ........................................................................................ 73 消火栓管网水力计算 ........................................................................................................ 74 水泵供水工况 ............................................................................................................ 74 高位消防水箱设置高度的校核 ........................................................................................ 75 消防泵的计算与选择 ........................................................................................................ 75 消火栓减压装置的设计与计算 ........................................................................................ 76 3 自动喷水灭火系统计算 ............................................................................................................ 77 自喷水力计算 (作用面积法 ) .......................................................................................... 77 ................................................................................. 77 、计算总水头损失 ...................................................................................................... 79 6 ..................................................................................................... 79 ............................................................................. 80 4 室外消防给水系统 ................................................................................................................... 80 消防水池 ............................................................................................................................ 80 室外消防给水管网 ............................................................................................................ 81 室外消火栓 ........................................................................................................................ 81 5 排水系统计算 ........................................................................................................................... 81 设计秒流量公 式的选用 .................................................................................................... 82 室内排水管道水力计算 .................................................................................................... 82 ................................................................................................. 82 ..................................................................................... 84 ................................................................................................. 87 室外排水管道水力计算 .................................................................................................... 94 污废水局部处理构筑物设计 ............................................................................................ 96 化粪池的设计与计算 ................................................................................................ 96 谢 辞 ................................................................................................................................. 98 参考文献 ....................................................................................................................................... 98 华东交通大学理工学院毕业设计 7 摘 要 本建筑 位于南昌,建筑高度为 米。 本建筑物所有给水排水均按高层建筑给排水要求进行设计。 结合实际情况,根据建筑物的性质,用途,和室内设有完善的给水排水卫生设备,具体的给排水系统设计如下 ,属一类高层建筑住宅,耐火等级为一级,使用年限为 50 年。 本建筑物所有给水排水均按高层建筑给水排水要求进行设计。 结合实际情况,根据建筑物的性质,用途,和室内设有完善的给水排水卫生设备,具体的给水排水系统设计如下: 给水系统: 本建筑地下室有生活泵房,建筑供水采用高、中、低三个分 区 ,地下室至七层为低区由市政管网供水,八层至十九层为中区,二十 层至三十层为高区,中、高区采用变频调速水泵供水。 由于消火栓超过十个,需设两条引入管。 从不同的方向引入。 保障了供水安全,又节约能耗。 排水系统: 设计中 采用污废水 分 流排放体制,设专用通气管,一层单独排水。 管材采用了具有 PVCU管。 地下室内,泵房前共设有三个集水坑和废水提升装置。 消防系统: 该建筑防火等级属于中危险级Ⅰ级,设计内容包括消火栓系统和自动喷淋系统。 在屋顶水箱间内设实验用消火栓装置,消火栓给水管网呈环状布置,各消火栓箱内设消防水泵启动电钮 ,能直接启动消防泵;室外设地上式水泵结合器,保证消防安全可靠。 地下室、一层商店设闭式自动喷淋系统。 各系统中的立管设在管井内或沿墙敷设,水平管根据各系统的特点明敷或暗敷。 本设计以经济、环保、节能为原则,通过借鉴以前的设计方法和经验,采用了合理的技术措施,使设计的各个系统达到了很好的使用效果。 关键词: 给水排水系统设计 ;消防系统 8 Abstract This building is the mercial and residential building, located in Nanchang , the construction is highly meters。 This building possesses for water draining water presses the highrise construction to request for draining water to carry on the design. Unifies the actual situation, according to the building nature, the use, is equipped with the consummation with the room in for the water draining water sanitary equipment, concrete gives the drainage system design to be as follows: Water supply system: This basement pump room, building water supply with high, medium and low three divisions, the basement area by municipal pipe work to 7 storeys to low water supply, 8 to 19 stories for the Central, 20 to32 storeys high, high adoption of variable frequency speed governing pump in water supply. Since more than ten fire hydrants, needed two service pipe. Fed from different directions. Ensure the safety of water supply, and to save energy. Drainage systems: Design of sewage wastewater emission system of triage, set aside special ventilation tube, a separate drainage layer. Pipe PVCu pipe. In the basement, before the pump house which houses three sump pit and waste water lifting device. Fire protection system: The buildings 39。 fire protection class belongs to the risk grade ⅰ , designs include fire hydrant system and automatic sprinkler systems. Water tanks on the roof which consists of experiments with fire hydrant installation, ring of fire hydrant water supply pipe work arrangement, the fire box fire pump starts the button inside, can I directly start the fire pump。 the outdoor set of ground water pump bination to ensure fire safety and reliable. Basement, a layer of shops located closetype automatic spray systems. Risers in each system within the well established or laid along the wall, horizontal tube according to the characteristics of the system provides i。
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