Ayo Pahpayungi, Hening Darpito, Mudarisin
{"title":"PERANCANGAN SISTEM PLAMBING PADA BANGUNAN WISMA MESS SEPOLWAN CIPUTAT","authors":"Ayo Pahpayungi, Hening Darpito, Mudarisin","doi":"10.59134/jtnk.v6i02.176","DOIUrl":null,"url":null,"abstract":"The construction of high-rise buildings in big cities is currently increasing rapidly, before the building is built, it is necessary to plan a plumbing system to meet the needs of water supply for daily needs in buildings and waste water disposal. In planning the plumbing of Wisma Mess Sepolwan 3 floors, the need for clean water is 28.92 m3/day, the GWT (Ground Water Tank) bottom tank capacity is 6.5 m3/day, the top tank capacity (Roof Tank) is 5.4 m3/day and the sewer tank 25 m3/day.The transfer of clean water from the ground water tank to the top water tank (roof tank) uses a transfer pump with a capacity of 5.4 m3/minute, pump head of 39.64 m. Fordistribution of clean water on 3 floors using a pressure booster pump with a capacity of 0.16 m3/minute and a pump head of 10.3 m.Transfer of clean water from the bottom water tank (Ground Water Tank) to the top water tank (Roof Tank) using a pipe size of 40 mm. The design of the diameter of the clean water distribution pipe for each floor gets a size of 150 mm diameter of the main pipe / water main pipe and 50 mm per floor.The design of the diameter of the sewerage pipe from (closet and toilet) size to the standpipe for each floor is 100 mm and the diameter of the riser standpipe is 150 mm. The design of the diameter of the waste water pipe from (hand sinks and traps) to the size of the standpipe for each floor is 80 mm and the diameter of the riser standpipe is 100 mm. The design of the vent pipe diameter for the size of the standpipe for each floor is 50 mm and the diameter of the riser standpipe is 80 mm","PeriodicalId":127483,"journal":{"name":"JURNAL TECHLINK","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-01-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"JURNAL TECHLINK","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.59134/jtnk.v6i02.176","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

目前大城市高层建筑的建设正在迅速增加,在建筑物建成之前,必须规划一个管道系统,以满足建筑物日常需要的供水和废水处理的需要。在规划Wisma Mess Sepolwan 3层的管道时,需要28.92立方米/天的清洁水,GWT(地下水箱)底部水箱容量为6.5立方米/天,顶部水箱容量(屋顶水箱)为5.4立方米/天,污水池为25立方米/天。地下水箱向顶水箱(顶水箱)输送洁净水,采用输送泵,流量5.4 m3/min,水泵扬程39.64 m。采用容积0.16 m3/min、泵扬程10.3 m的压力增压泵对3层楼进行净水分配。从下水箱(地下水箱)向上水箱(屋顶水箱)输送清水,管道尺寸为40mm。每层清水配水管直径设计为主管/给水主管直径150mm,每层50mm。每层从卫生间到立管的排污管直径设计为100mm,立管直径设计为150mm。每层楼的污水管(手水槽及疏水阀)至立管的直径设计为80毫米,立管的直径设计为100毫米。每层立管尺寸的设计通风管直径为50mm,立管直径为80mm
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PERANCANGAN SISTEM PLAMBING PADA BANGUNAN WISMA MESS SEPOLWAN CIPUTAT
The construction of high-rise buildings in big cities is currently increasing rapidly, before the building is built, it is necessary to plan a plumbing system to meet the needs of water supply for daily needs in buildings and waste water disposal. In planning the plumbing of Wisma Mess Sepolwan 3 floors, the need for clean water is 28.92 m3/day, the GWT (Ground Water Tank) bottom tank capacity is 6.5 m3/day, the top tank capacity (Roof Tank) is 5.4 m3/day and the sewer tank 25 m3/day.The transfer of clean water from the ground water tank to the top water tank (roof tank) uses a transfer pump with a capacity of 5.4 m3/minute, pump head of 39.64 m. Fordistribution of clean water on 3 floors using a pressure booster pump with a capacity of 0.16 m3/minute and a pump head of 10.3 m.Transfer of clean water from the bottom water tank (Ground Water Tank) to the top water tank (Roof Tank) using a pipe size of 40 mm. The design of the diameter of the clean water distribution pipe for each floor gets a size of 150 mm diameter of the main pipe / water main pipe and 50 mm per floor.The design of the diameter of the sewerage pipe from (closet and toilet) size to the standpipe for each floor is 100 mm and the diameter of the riser standpipe is 150 mm. The design of the diameter of the waste water pipe from (hand sinks and traps) to the size of the standpipe for each floor is 80 mm and the diameter of the riser standpipe is 100 mm. The design of the vent pipe diameter for the size of the standpipe for each floor is 50 mm and the diameter of the riser standpipe is 80 mm
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信