• Title/Summary/Keyword: Drainage pipe

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Sanitary Plumbing System Design of High-rise Building (초고층 건축물의 위생설비 시스템 설계)

  • Ju, Duck-Hoon;Byun, Woon-Seob;Yun, Hae-Dong
    • Proceedings of the SAREK Conference
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    • 2009.06a
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    • pp.491-496
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    • 2009
  • Recently, the high-rise building has been constructed competitively because it is symbol of the national competitive power including the technical power. The higher buildings are getting, the more important building mechanical systems are. So, the building mechanical systems are getting developed. Among the building mechanical systems, the sanitary system is basically necessary in order to maintain the building hygienically along with convenience and safety. This study has been investigated for various cases of high-rise building plumbing system. As a result, a variety of zoning method has been applied to most skyscrapers depending on the building height in the building mechanical system. And a variety of joint have been applied to minimize the Shortening and Sway. Also, the drainage in same uses has been discharged outside of a build through the one vertical pipe line. And airing system has been used like Individual Vent Pipe Yoke Vent Pipe Stack Vent Pipe Loop Vent Pipe Relief Vent Pipe method. It is sure that this study could be used as the high-rise building design.

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Effects of Freezing a Backfill Material under Undrained Condition on a Buried Pipe (포화 사질토 뒷채움재의 비배수 동결에 의한 매설 강관의 거동 - 실대형 모형실험 연구 -)

  • Kang, Jae-Mo;Lee, Jang-Guen;Kim, Hak-Seung;Lee, Sang-Yoon;Ryu, Byung-Hyun;Cho, Nam-Jun
    • Journal of the Korean Geotechnical Society
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    • v.30 no.8
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    • pp.39-47
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    • 2014
  • Frost heaving and thawing settlement cause unexpected stress around buried pipelines, which results in deformation and permanent demage. A large scale laboratory test has been performed to observe deformation, stress, and temperature of a buried pipe during atmospheric temperature changes. From the experimental results, the stress concentrated around the buried pipe is inevitable and deformation is caused by the frost heaving. Even though backfill materials are sandy soils which are normally assumed to be non frost susceptible, it is revealed that frost demage can happen due to drainage condition, the level of ground water table, and water content.

A Study on the Structure-borne Noise and Noise Reduction of Drainage Pipes (배수관의 구조소음과 소음저감에 관한 연구)

  • Ryu, B.J.;Lee, G.S.
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2009.04a
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    • pp.194-202
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    • 2009
  • The paper deals with the countermeasure against structure-borne noise source and noise reduction of drainage pipes. Recently, the problem the problem of the toilet drain noise of an apartment house has been become the center of public interest and a target of public grievance. Generally, the drain noise of a toilet in the apartment house has a pink noise characteristics below 2 kHz level, and therefore, the structure-borne noise has a great effect on the entire drain noise. In order to measure the transmission loss for various kinds of pipes such as PVC pipes, cast-iron pipes and newly developed AS pipes, experimental setup containing speakers as a sound source was designed and manufactured. The second-stories measurement room with a small size anechoic chamber was constructed and the noise level for different kinds of drainage pipes was measured by the sound level meter. Through the experimental research in the study, noise reduction capacity for various kinds of drainage pipes and countermeasures against structure-borne noise source are demonstrated.

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A Study on the Noise and Condensation Characteristics of Complex Structure Drainage Pipe Materials (복합 구조형 배수 배관재의 소음 및 결로 특성에 관한 연구)

  • Kim, Jae-Dol
    • Journal of Power System Engineering
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    • v.20 no.5
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    • pp.72-77
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    • 2016
  • The present study investigates noise and condensation characteristics of polyvinyl chloride (PVC), which is widely used for drainage piping materials, complex double structure by comparing to those of PVC single structure piping materials. In addition, effects of insulation on drainage noise has been measured experimentally. As the results of the experiments, noise reduction effect of PVC complex double structure is superior to that of PVC single structure in terms of elbow and vertical piping materials which are employed for drainage pipes of toilet bowls and bathtub. The insulation barely have effect on the noise reduction in case of the PVC single structure since there is almost no changes in noise occurrence even though the insulation is applied on both elbow and vertical piping materials. Temperature differences between inside and outside of the pipes have been measures for the PVC single and complex double structures as well. In consequence, outside temperature of the PVC complex double structure is higher than that of the PVC single structure. The condensation occurrence time of the PVC complex double structure shows a distinct difference from that of the PVC single structure, thus, the PVC complex double structure has outstanding effect on preventing the condensation.

Analysis of the Stray Current Conditions in Subway DC Electrification System (II) Busan Metropolitan Area (지하철 직류 급전시스템의 표유전류 실태 분석(II) 부산 지역)

  • Ha Yoon-Cheol;Ha Tae-Hyun;Bae Jeong-Hyo;Kim Dae-Kyeong;Lee Hyun-Goo
    • Proceedings of the KIEE Conference
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    • summer
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    • pp.1367-1369
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    • 2004
  • When an underground pipeline runs parallel with subway DC electrification system, it suffers from stray current corrosion caused by the stray current from the rails negative returns. Perforation due to the stray current corrosion may bring about disastrous accidents such even in cathodically protected systems. Traditionally, bonding methods such as direct drainage, polarized drainage and forced drainage have been used in order to mitigate the damage on pipelines. In particular, the forced drainage method is widely adopted in Busan. In this paper, we report the real-time measurement data of the pipe-to-soil potential variation in the presence and absence of the IR compensation. The drainage current variation was also measured using the Stray Current Logger developed. By analyzing them, the problems of current countermeasures for stray current corrosion are discussed.

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Development of Urban Inundation Analysis Model Using Dual-Drainage Concept (Dual-Drainage 개념에 의한 도시침수해석모형의 개발)

  • Lee, Chang Hee;Han, Kun Yeun;Noh, Joon Woo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.4B
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    • pp.379-387
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    • 2006
  • An urban inundation model coupling an one-dimensional stormwater model, SWMM(Storm Water Management Model), and a two-dimensional inundation model was developed to simulate inundation caused by the surcharge of storm sewers in urban areas. The limitation of this model which can not simulate the interaction between drainage systems and surcharged flow was resolved by developing Dual-Drainage inundation analysis model which was based upon hydraulic flow routing procedures for surface flow and pipe flow. The Dual-Drainage inundation analysis model can simulate the effect of complex storm drainage system. The developed model was applied to Dorim, catchment. The computed inundated depth and area have good agreement with the observed data during the flood events. The developed model can help the decision support system of flood control authority for redesigning and constructing flood prevention structures and making the potential inundation zone, and establishing flood-mitigation measures.

Study on the Application of Press in Steel Pipe Pile for Restoring Building of different settlement (부동침하 건축물 복원을 위한 압입강관파일 공법 현장 적용에 관한 연구)

  • Sin, Jae-Kwon;Lee, Hee-Seok;Sho, Kwang-Ho
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.11a
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    • pp.85-86
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    • 2015
  • Recently, As the high rise buildings have been demanded due to the rising current of land price, the permanent drainage method have been applied during and after the construction as a way to reduce the buoyancy acting on the bottoms of the foundations in the basement. This method has brought about the consolidation subsidence of the ground and turned out to be the problems of sinking hole and foundation re-settlement. The representative methods to be used for extending the life cycle of the existing building structure which is tilted by the foundation re-settlement or differential settlement of the foundation can be divided into the building structures reinforcement and soil reinforcement. The purpose of this study is to analyze and present the application example of steel pipe pile method to extend the life cycle of the six -stories building tilted in a soft ground.

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