克服高层建筑二次通风排水2米长管道偏移对排水流量的影响

IF 1.5 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Building Services Engineering Research & Technology Pub Date : 2022-08-25 DOI:10.1177/01436244221123227
Qinwen Li, Xin Yan, Yu Shang, Y. Guan, Zheng Fang
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引用次数: 1

摘要

在高层建筑的通风排水系统上安装2米长的管道偏移的潜在后果是,当流量超过排水系统的最大排放能力时,水封可能会损坏,从而威胁室内健康安全。一些高层建筑设计用于商业和住宅用途,以实现经济和社会效益,因此整个建筑用途和布局在垂直方向上发生变化。排水烟囱可以设计成在楼层之间有偏移,以避免建筑物内的结构障碍。水流方向的改变会破坏卫生器具的水封,威胁居民的健康。为了更好地了解管道偏移形式对排水能力的影响,对安装在地板之间的防回流H管二次通风系统进行了全尺寸实验研究。本研究还考虑了一种偏移距离为2.0 m的偏移,而不是在商业和住宅综合体中更常见的S形偏移接头。将安装额外的抗反射H型管与正常的90度弯头和仅在偏移点以上安装一个抗反射H管对排放能力的影响进行了比较。根据《生活排水系统立管容量试验标准》,采用恒定流量下的压力波动和水封损失作为试验参数,确定了最大排水量。结果表明,安装一根额外的防反射H型管可以缓解管道偏移引起的空气积聚,而大曲率弯管和额外的防回流H型管的组合安装可以有效地提高排放能力。实际应用:2米长的偏移在高层建筑的通风排水系统中并不罕见,然而,设计师和建筑商没有充分注意管道偏移的不利后果。可以在偏移接头上方安装一根额外的防反射H型管,以优化排水系统,使其在没有偏移的情况下发挥作用。在具有2m长管道偏移的系统中,将大曲率弯头与额外的抗反射H型管一起安装可提供更好的效果。
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Overcoming the influence of a 2 metre long pipe offset on water flow capacity of drainage with secondary ventilation in a high-rise building
A potential consequence of installing a 2 m long pipe offset on a ventilated drainage system in a high-rise buildings is that the water seal could be damaged when the flowrate exceeds the maximum discharge capacity of a drainage system, thereby threatening the indoor health safety. Some high-rise buildings are designed for commercial and residential use to achieve economic and social benefits, so the whole building use and layout changes in the vertical direction. The drainage stack may be designed with an offset between floors to avoid structural obstacles inside the building. The flow direction change could destroy the water seal of sanitary appliances and threaten the health of residents. To better understand the influence of the form of a pipe offset on the drainage capacity, a full-scale experiment was conducted to study the secondary ventilated system with an antireflux H-tube pipe, which was equipped with two guide plates inside to improve the air-water flow pattern and prevent backflow, installed between floor. This study also considered a kind of offset where the offset distance was 2.0 m rather than the S-shaped offset joint, which is more common in commercial and residential complexes. The influence on the discharge capacity of installing an extra antireflux H-tube pipe was compared with normal 90-degree elbow and only one antireflux H-tube pipe above the offset point. The pressure fluctuation and water seal losses under constant discharge rates were adopted as experimental parameters to determine the maximum discharge capacity according to Standard for Capacity Test of Vertical Pipe of the Domestic Residential Drainage System. Results show that the installation of an extra antireflux H-tube pipe can release the air accumulation caused by pipe offset, and the combined installation of a large curvature elbow and an extra antireflux H-tube pipe can effectively improve the discharge capacity. Practical Application: 2 metre long offsets are not unusual in ventilated drainage systems in high-rise buildings, however, designers and builders do not pay sufficient attention to the adverse consequences of the pipe offset. An extra antireflux H-tube pipe can be installed above the offset joint to optimise the drainage system to perform as it would without the offset. In a system with 2 m long pipe offset, installing a large curvature elbow together with an extra antireflux H-tube pipe together provides a better effect.
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来源期刊
Building Services Engineering Research & Technology
Building Services Engineering Research & Technology 工程技术-结构与建筑技术
CiteScore
4.30
自引率
5.90%
发文量
38
审稿时长
>12 weeks
期刊介绍: Building Services Engineering Research & Technology is one of the foremost, international peer reviewed journals that publishes the highest quality original research relevant to today’s Built Environment. Published in conjunction with CIBSE, this impressive journal reports on the latest research providing you with an invaluable guide to recent developments in the field.
期刊最新文献
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