Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.174-179
Hanafi Wahyu Wicaksono, R. Sasongko, Udi Subagyo
Increased traffic flow at crossroads that doesn’t have a suitable infrastructure can cause traffic jam. The traffic jam that occurs also has an impact on vehicle operating cost that passing through the intersection. On the page malangchannel.com, the intersection at Jalan Galunggung, Jalan Raya Tidar and Jalan Bondowoso is one of the points in Malang City that have high frequently traffic jams. Congestion occurs because there are many motorized vehicles across to the area, where the area around the location has a shops, malls, campuses, and others. This study aims to find how much the intersection Level Of Service (LOS) and the vehicle operating costs that passing through the intersection and give the best solution in order to improve the performance of the intersection and reduce the vehicle operating cost. The data used include the geometric of intersection, traffic signals, side friction, traffic volume during peak hours, average speed of vehicles during peak hours and components of vehicle operating costs. The calculation of intersection performance using MKJI 1997, vehicle operating costs using Pacific Consultant International (PCI) and intersection congestion costs using Tzedakis 1980. The calculation results show that the existing condition of the intersection has passed the saturation point with the service level (LOS) F of and the average vehicle delay 1013.6 sec / pcu and the congestion cost Rp. 86,744,635 / hour for light vehicles (LV). and IDR 15,424,569 / hour for heavy vehicles (HV). Alternative improvements of intersection by resetting the phases from 2 to 4, road geometric adjustment and adding the flyovers, the congestion costs can be reduced to Rp. 1,319,498 / hour for light vehicles (LV) and Rp. 231,244 / hour for heavy vehicles (HV) with the Level Of Service (LOS) B from average delay of vehicle 14.5 sec / pcu.
{"title":"ANALISIS KINERJA SIMPANG BERSINYAL DAN BIAYA OPERASIONAL KENDARAAN PADA JALAN GALUNGGUNG – JALAN RAYA TIDAR – JALAN BONDOWOSO KOTA MALANG","authors":"Hanafi Wahyu Wicaksono, R. Sasongko, Udi Subagyo","doi":"10.55404/jos-mrk.2021.02.03.174-179","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.174-179","url":null,"abstract":"Increased traffic flow at crossroads that doesn’t have a suitable infrastructure can cause traffic jam. The traffic jam that occurs also has an impact on vehicle operating cost that passing through the intersection. On the page malangchannel.com, the intersection at Jalan Galunggung, Jalan Raya Tidar and Jalan Bondowoso is one of the points in Malang City that have high frequently traffic jams. Congestion occurs because there are many motorized vehicles across to the area, where the area around the location has a shops, malls, campuses, and others. This study aims to find how much the intersection Level Of Service (LOS) and the vehicle operating costs that passing through the intersection and give the best solution in order to improve the performance of the intersection and reduce the vehicle operating cost. The data used include the geometric of intersection, traffic signals, side friction, traffic volume during peak hours, average speed of vehicles during peak hours and components of vehicle operating costs. The calculation of intersection performance using MKJI 1997, vehicle operating costs using Pacific Consultant International (PCI) and intersection congestion costs using Tzedakis 1980. The calculation results show that the existing condition of the intersection has passed the saturation point with the service level (LOS) F of and the average vehicle delay 1013.6 sec / pcu and the congestion cost Rp. 86,744,635 / hour for light vehicles (LV). and IDR 15,424,569 / hour for heavy vehicles (HV). Alternative improvements of intersection by resetting the phases from 2 to 4, road geometric adjustment and adding the flyovers, the congestion costs can be reduced to Rp. 1,319,498 / hour for light vehicles (LV) and Rp. 231,244 / hour for heavy vehicles (HV) with the Level Of Service (LOS) B from average delay of vehicle 14.5 sec / pcu.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"158 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124494613","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Plumbing installation planning is one of the most important things in building constructions. The planning of clean water distribution network in the Tamansari Emerald Surabaya Apartment building is designed to serve the clean water needs of residents and customers. Plans are made in accordance with standards and regulations regarding the provision of clean water in the apartment. The Tamansari Emerald Surabaya Apartment is a building with 48 floors consisting of 1 basement floor, 1 commercial floor, 13 parking floors, and 33 residential floors. Clean water needs are calculated based on the number of residents and room types with a total building water requirement of 312. m³ / day. The diameter of vertical clean water pipe used is 4 inches,meanwhile the diameter for distribution pipes range of ¾ inch to 1 ½ inch. The clean water distribution system uses a ground water tank and roof tank, which those volumes are 120 m3 using 2 units tanks of 60 m3 and 20.8 m³using FRP-tank.
{"title":"PERENCANAAN SISTEM DISTRIBUSI AIR BERSIH DAN PENGOLAHAN AIR BUANGAN PADA PEMBANGUNAN TOWER A APARTEMEN TAMANSARI EMERALD SURABAYA","authors":"Mu'inul Mubin, Mohamad Zenurianto, Sugiharti Sugiharti","doi":"10.55404/jos-mrk.2021.02.03.30-35","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.30-35","url":null,"abstract":"Plumbing installation planning is one of the most important things in building constructions. The planning of clean water distribution network in the Tamansari Emerald Surabaya Apartment building is designed to serve the clean water needs of residents and customers. Plans are made in accordance with standards and regulations regarding the provision of clean water in the apartment. The Tamansari Emerald Surabaya Apartment is a building with 48 floors consisting of 1 basement floor, 1 commercial floor, 13 parking floors, and 33 residential floors. Clean water needs are calculated based on the number of residents and room types with a total building water requirement of 312. m³ / day. The diameter of vertical clean water pipe used is 4 inches,meanwhile the diameter for distribution pipes range of ¾ inch to 1 ½ inch. The clean water distribution system uses a ground water tank and roof tank, which those volumes are 120 m3 using 2 units tanks of 60 m3 and 20.8 m³using FRP-tank.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"33 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131468388","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.156-161
Agung Setiawan, Agus Sugiarto, S. Riyanto
Semakin banyaknya (limbah ban bekas )yang menumpuk dan minimnya pengolahan terhadap limbah jenis ini tergolong dalam limbah tidak mudah terurai yang dapat menimbulkan bahaya terhadap lingkungan, mempertimbangkan pengembangan bata beton ringan yang semakin banyak membutuhkan material yang bisa mengurangi berat dari bata beton ringan tersebut maka dengan menggunakan limbah ban bekas yang berupa crumb rubber mempunyai berat jenis ± 1,09 g/mL mampu mengurangi berat jenis, karet juga mempunyai sifat elastis yang memungkinkan bisa mengcover beton sebelum mengalami pecah saat kuat tekan maksimal. Penelitian ini bertujuan untuk menganalisis unjuk kerja bata beton ringan dengan crumb rubber sebagai substitusi agregat halus. Penelitian dilakukan di Laboratorium Beton Politeknik Negeri Malang dengan menggunakan 4 variasi crumb rubber yaitu 0%, 25%, 50%, dan 75% agregat halus. Setiap variaton dibuat menjadi 15 kubus berukuran 15x15cm selama 7, 14, dan 28 hari proses curing sebelum melalui uji kuat tekan. Hasil penelitian menunjukkan crumb rubber mampu menurunkan berat badan hingga 29,8527%, 41,9009% dan 43,2396%. variasi kekuatan masing-masing dalam 28 hari, 0% dengan hasil 30.293 Mpa, 25% dengan hasil 5.0933 Mpa, 50% dengan hasil 2.2844 Mpa, 75% dengan hasil 1.5555 Mpa.
越来越多(废物堆积如山的旧轮胎)和缺乏对这类废物的分类处理的废物是不容易分解的发展对环境构成危险,考虑越来越多的轻混凝土砖需要这些材料可以减少混凝土砖的重量轻的就用旧轮胎的废物crumb橡胶有比重±1.09 g / mL可以减少比重,它还具有弹性特性，可以在混凝土的最大压碎前将其覆盖。该研究的目的是分析由crumb rubber构成的轻混凝土罢工，作为一种微妙的替换。这项研究是在马朗州的Politeknik混凝土实验室进行的，该实验室使用的是零、25%、50%和75%的骨干变体。每一个变量都被制成15个5×15厘米的立方体，在7、14和28天的筛选过程之前。研究表明，crumb rubber能够将体重降低298527%、41,9009%和43.2396%。每股功率在28天内0%增加30293次Mpa, 25%除以5.0933次Mpa, 50%除以2.2844次Mpa, 75%除以1.5555次Mpa。
{"title":"PENGGUNAAN LIMBAH BAN BEKAS SEBAGAI SUBSTITUSI PASIR PADA CAMPURAN BATA BETON RINGAN DITINJAU KUAT TEKANNYA","authors":"Agung Setiawan, Agus Sugiarto, S. Riyanto","doi":"10.55404/jos-mrk.2021.02.03.156-161","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.156-161","url":null,"abstract":"Semakin banyaknya (limbah ban bekas )yang menumpuk dan minimnya pengolahan terhadap limbah jenis ini tergolong dalam limbah tidak mudah terurai yang dapat menimbulkan bahaya terhadap lingkungan, mempertimbangkan pengembangan bata beton ringan yang semakin banyak membutuhkan material yang bisa mengurangi berat dari bata beton ringan tersebut maka dengan menggunakan limbah ban bekas yang berupa crumb rubber mempunyai berat jenis ± 1,09 g/mL mampu mengurangi berat jenis, karet juga mempunyai sifat elastis yang memungkinkan bisa mengcover beton sebelum mengalami pecah saat kuat tekan maksimal. Penelitian ini bertujuan untuk menganalisis unjuk kerja bata beton ringan dengan crumb rubber sebagai substitusi agregat halus. Penelitian dilakukan di Laboratorium Beton Politeknik Negeri Malang dengan menggunakan 4 variasi crumb rubber yaitu 0%, 25%, 50%, dan 75% agregat halus. Setiap variaton dibuat menjadi 15 kubus berukuran 15x15cm selama 7, 14, dan 28 hari proses curing sebelum melalui uji kuat tekan. Hasil penelitian menunjukkan crumb rubber mampu menurunkan berat badan hingga 29,8527%, 41,9009% dan 43,2396%. variasi kekuatan masing-masing dalam 28 hari, 0% dengan hasil 30.293 Mpa, 25% dengan hasil 5.0933 Mpa, 50% dengan hasil 2.2844 Mpa, 75% dengan hasil 1.5555 Mpa.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"25 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130823951","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.195-201
Alfin Ali Kadzafi, Moch. Khamim, M. Marjono
Project of The Balikpapan – Samarinda Highway at The 2.2 Section which is carried out by PT. Wijaya Karya (Persero) Tbk. The 9 km long Balikpapan – Samarinda Highway needs an alternative project planning to succeed the project. The purpose of this thesis is (1) determine the implementation strategy, (2) to control the safety and quality, (3) to make the implementation schedule, (4) project implementation cost budget plan. The required data were detail engineering design (DED), work plan and provisions, base unit price Kab. Kutai Kartanegara in 2019. MS. Project 2019 was used for scheduling and MS. Excel 2019 was used for estimating the cost. From the results of project planning obtained: (1) strategy of carrying out earthworks, subgrade, aggregate foundation layers, work floors with division of 3 zones; rigid pavement work: done in sequence from Sta. 38 + 125 until Sta 47 + 125; Pile, Pile Cap and Abutment work: done alternately from Abutment 1 to Abutment 2; Erection Girder Work: Using Crawler Crane; bridge and Parapet floor plates: done simultaneously Abutment 1 and Abutment 2; Asphalt Work: done from bridge 1 to bridge 2. (2) quality plan which is indicated by SOP (standard operating procedure) and material testing plan in the field and HSE Plan by completing the HIRADC list to reduce the potential for work accidents in project implementation (3) on calendar days (4) at Rp. 411.266.751.000,00.
{"title":"PENYUSUNAN PROJECT PLANNING PEMBANGUNAN JALAN TOL BALIKPAPAN – SAMARINDA SEKSI 2.2","authors":"Alfin Ali Kadzafi, Moch. Khamim, M. Marjono","doi":"10.55404/jos-mrk.2021.02.03.195-201","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.195-201","url":null,"abstract":"Project of The Balikpapan – Samarinda Highway at The 2.2 Section which is carried out by PT. Wijaya Karya (Persero) Tbk. The 9 km long Balikpapan – Samarinda Highway needs an alternative project planning to succeed the project. The purpose of this thesis is (1) determine the implementation strategy, (2) to control the safety and quality, (3) to make the implementation schedule, (4) project implementation cost budget plan. The required data were detail engineering design (DED), work plan and provisions, base unit price Kab. Kutai Kartanegara in 2019. MS. Project 2019 was used for scheduling and MS. Excel 2019 was used for estimating the cost. From the results of project planning obtained: (1) strategy of carrying out earthworks, subgrade, aggregate foundation layers, work floors with division of 3 zones; rigid pavement work: done in sequence from Sta. 38 + 125 until Sta 47 + 125; Pile, Pile Cap and Abutment work: done alternately from Abutment 1 to Abutment 2; Erection Girder Work: Using Crawler Crane; bridge and Parapet floor plates: done simultaneously Abutment 1 and Abutment 2; Asphalt Work: done from bridge 1 to bridge 2. (2) quality plan which is indicated by SOP (standard operating procedure) and material testing plan in the field and HSE Plan by completing the HIRADC list to reduce the potential for work accidents in project implementation (3) on calendar days (4) at Rp. 411.266.751.000,00.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"201 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123494719","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.72-77
Indra Syahrul, Joko Setiono, Suhariyanto Suhariyanto
Currently, Indonesia is intensively carrying out infrastructure development to make it look like a developed country. But the infrastructure development requires a very large cost. Construction project development activities have a very important element, namely costs to support the project's continuity. In this connection, we need an alternative to reduce costs called value engineering. Value engineering will be carried out in the Jayapura City Forensic Laboratory Development Project which consists of 2 floors with an area of 2488 m2 which costs Rp. 20,360,981,171.25. This study aims to determine which work items can be performed value engineering, to determine life cycle costs and cost savings. The data used are the Budget Plan (RAB), Work Plan and Conditions (RKS), Detailed Engineering Design (DED). This value engineering study is carried out in five stages, namely the information stage, the creative stage, the analysis stage, the development stage and the recommendation stage. The method used in this study to determine the work items using the Pareto diagram and the selection of the selected alternatives using the zero-one method. From the study results, it is found that seven items of work that need to be saved include wall mating work, floor tile work (main), plastering work, finishing coat work, ceramic plinth work, wall ceramic work, and floor tile work (toilet). The cost savings obtained were Rp. 433,960,959.05 or 2.13% of the initial cost and a life cycle fee of Rp. 507,355,517.72 or 12.44%.
{"title":"STUDI VALUE ENGINEERING PADA PROYEK PEMBANGUNAN PUSAT LABORATORIUM FORENSIK KOTA JAYAPURA","authors":"Indra Syahrul, Joko Setiono, Suhariyanto Suhariyanto","doi":"10.55404/jos-mrk.2021.02.03.72-77","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.72-77","url":null,"abstract":"Currently, Indonesia is intensively carrying out infrastructure development to make it look like a developed country. But the infrastructure development requires a very large cost. Construction project development activities have a very important element, namely costs to support the project's continuity. In this connection, we need an alternative to reduce costs called value engineering. Value engineering will be carried out in the Jayapura City Forensic Laboratory Development Project which consists of 2 floors with an area of 2488 m2 which costs Rp. 20,360,981,171.25. This study aims to determine which work items can be performed value engineering, to determine life cycle costs and cost savings. The data used are the Budget Plan (RAB), Work Plan and Conditions (RKS), Detailed Engineering Design (DED). This value engineering study is carried out in five stages, namely the information stage, the creative stage, the analysis stage, the development stage and the recommendation stage. The method used in this study to determine the work items using the Pareto diagram and the selection of the selected alternatives using the zero-one method. From the study results, it is found that seven items of work that need to be saved include wall mating work, floor tile work (main), plastering work, finishing coat work, ceramic plinth work, wall ceramic work, and floor tile work (toilet). The cost savings obtained were Rp. 433,960,959.05 or 2.13% of the initial cost and a life cycle fee of Rp. 507,355,517.72 or 12.44%.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"11 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121603472","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.25-29
bunga saraswati tamang panji, Sudarmanto Sudarmanto, Sugiharti Sugiharti
The building of Polda Sulawesi Selatan will be re-Design with enlargement the dimension of column to get a good, save,strong and earthquake resistant building planning and also to minimize the possibility of collapse from the building due to the considerable weight of the helipad.. Planning carried out includes floor slabs, stairs, beams, columns, and foundations. Planning uses the LRFD (Load Resistance Factors Design) method with loading based on SNI 1727-2013. Moment analysis was carried out with the software named RSAP 2019 while for the design depiction using AutoCAD 2017. From the results of the discussion, it is found that the floor slabs use the main reinforcement D13-250 and D13150, the reinforcement for D10-150. Typical beam dimensions with a size of 30/40 using D16 mains and D10 studs. Column dimensions are typically used with a size of 45/55 using 10D16 main reinforcement and D10-100mm stirrups. The ladder structure uses a 15 cm plate thickness, the lower reinforcement uses D13 - 150, and the dividing reinforcement uses Ø8-150. The foundation uses Bored Pile using 2 piles with a pile depth of 4.8 m and a pile diameter of Ø40cm, then the thickness of the pile cap is used 1 m and the dimensions of the pile cap are 2m x 1.2 m with the reinforcement of the pile cap using D22-100 reinforcement and for borpile reinforcement uses 8 D16 and spiral stirrups.
{"title":"RE-DESIGN STRUKTUR PADA BANGUNAN GEDUNG POLDA SULAWESI SELATAN DENGAN BEBAN HELIPAD","authors":"bunga saraswati tamang panji, Sudarmanto Sudarmanto, Sugiharti Sugiharti","doi":"10.55404/jos-mrk.2021.02.03.25-29","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.25-29","url":null,"abstract":"The building of Polda Sulawesi Selatan will be re-Design with enlargement the dimension of column to get a good, save,strong and earthquake resistant building planning and also to minimize the possibility of collapse from the building due to the considerable weight of the helipad.. Planning carried out includes floor slabs, stairs, beams, columns, and foundations. Planning uses the LRFD (Load Resistance Factors Design) method with loading based on SNI 1727-2013. Moment analysis was carried out with the software named RSAP 2019 while for the design depiction using AutoCAD 2017. From the results of the discussion, it is found that the floor slabs use the main reinforcement D13-250 and D13150, the reinforcement for D10-150. Typical beam dimensions with a size of 30/40 using D16 mains and D10 studs. Column dimensions are typically used with a size of 45/55 using 10D16 main reinforcement and D10-100mm stirrups. The ladder structure uses a 15 cm plate thickness, the lower reinforcement uses D13 - 150, and the dividing reinforcement uses Ø8-150. The foundation uses Bored Pile using 2 piles with a pile depth of 4.8 m and a pile diameter of Ø40cm, then the thickness of the pile cap is used 1 m and the dimensions of the pile cap are 2m x 1.2 m with the reinforcement of the pile cap using D22-100 reinforcement and for borpile reinforcement uses 8 D16 and spiral stirrups.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127741696","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.131-137
Muhammad Fahrizal Alfianto, M. Efendi, Sutikno Sutikno
Flooding is a problem that often occurs on the banks of the Gunting River, Sumiboto District, Jombang Regency. Reduced river capacity due to the accumulation of sedimentation and narrowing of river bodies that occurs due to natural factors or human activity. Several technical and non-technical ways to anticipate and control flooding. Technically, it can be carried out normalizing rivers and embankments, constructing floodways, constructing retarding basins, constructing sudetan, and controlling floods with reservoirs. Whereas non-technically, it can be through flood plain management, land use management in flood watersheds, socialization, or counseling to the community about flooding problems, and utilization of existing river banks. Based on the calculation, there is a design rainfall of 124,007 mm. Buntung River flood debit with a 50-years return period of 342,935 m3/second. Based on the analysis with a 50-years return period, the existing section can’t accommodate the planned flood discharge, so it is planned to improve the river. The cross-sectional dimensions of the river use a trapezoidal shape. The result of the embankment planning is obtained at least 0.75 m of embankment guard from the water level. Based on the calculation of the Budget Plan it gets around Rp. 226.170.610.600.-
{"title":"PERBAIKAN PADA ALUR SUNGAI GUNTING KABUPATEN JOMBANG DENGAN NORMALISASI DAN TURAP SEBAGAI PENGENDALI BANJIR","authors":"Muhammad Fahrizal Alfianto, M. Efendi, Sutikno Sutikno","doi":"10.55404/jos-mrk.2021.02.03.131-137","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.131-137","url":null,"abstract":"Flooding is a problem that often occurs on the banks of the Gunting River, Sumiboto District, Jombang Regency. Reduced river capacity due to the accumulation of sedimentation and narrowing of river bodies that occurs due to natural factors or human activity. Several technical and non-technical ways to anticipate and control flooding. Technically, it can be carried out normalizing rivers and embankments, constructing floodways, constructing retarding basins, constructing sudetan, and controlling floods with reservoirs. Whereas non-technically, it can be through flood plain management, land use management in flood watersheds, socialization, or counseling to the community about flooding problems, and utilization of existing river banks. Based on the calculation, there is a design rainfall of 124,007 mm. Buntung River flood debit with a 50-years return period of 342,935 m3/second. Based on the analysis with a 50-years return period, the existing section can’t accommodate the planned flood discharge, so it is planned to improve the river. The cross-sectional dimensions of the river use a trapezoidal shape. The result of the embankment planning is obtained at least 0.75 m of embankment guard from the water level. Based on the calculation of the Budget Plan it gets around Rp. 226.170.610.600.-","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"50 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121061627","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.239-243
gabriel pattiasina, Sugiharti Sugiharti, Moch. Khamim
Planning the structure of the Christianity Church building Jawi Wetan Sengkaling Malang District. This writing purpose to designing with steel frame refers to regulations such as earthquake resistance refers to SNI 1726-2012. Calculation of steel structure using the method Load and Resistance Factor Design (LRFD) which refers to SNI 1729-2002 and the calculation of reinforced concrete structure refers to SNI 2847-2002, SNI 1726-2012. Analysis of statics structures here by using the Computer application program Robot Structural Analysis Professional 2018 and for the results of planning building using the Computer application program Auto CAD 2018. The result of replanning the upper structure by using steel truss using 2L 60.60.8 profile, profile gording Lip Channels 150.50.20.4,5 mm, gording suspension using plain iron Ø13, wind bonding using a plain iron Ø13, also using a junction of bolts Ø1 "D = 25,4 mm and the joints on the anchor 4 Ø 19.05 mm or 3/4" with the length of use 40 cm.Planning of Main structure the result of Plate/ Deck get 12cm thickness and Ø16-150 The dimensions of secondary beam is 20/40 (5D16 & 3D16), dimension of cross beam and main beam 40/70 (2D29 & 2D29), Dimensions of sloof 40/70 (2D29 & 2D29), Column Dimensions 40/70 (8D29), and the thickness of the staircase 15 cm using D10.
{"title":"PERENCANAAN STRUKTUR GEDUNG GEREJA KRISTEN JAWI WETAN SENGKALING KABUPATEN MALANG","authors":"gabriel pattiasina, Sugiharti Sugiharti, Moch. Khamim","doi":"10.55404/jos-mrk.2021.02.03.239-243","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.239-243","url":null,"abstract":"Planning the structure of the Christianity Church building Jawi Wetan Sengkaling Malang District. This writing purpose to designing with steel frame refers to regulations such as earthquake resistance refers to SNI 1726-2012. Calculation of steel structure using the method Load and Resistance Factor Design (LRFD) which refers to SNI 1729-2002 and the calculation of reinforced concrete structure refers to SNI 2847-2002, SNI 1726-2012. Analysis of statics structures here by using the Computer application program Robot Structural Analysis Professional 2018 and for the results of planning building using the Computer application program Auto CAD 2018. The result of replanning the upper structure by using steel truss using 2L 60.60.8 profile, profile gording Lip Channels 150.50.20.4,5 mm, gording suspension using plain iron Ø13, wind bonding using a plain iron Ø13, also using a junction of bolts Ø1 \"D = 25,4 mm and the joints on the anchor 4 Ø 19.05 mm or 3/4\" with the length of use 40 cm.Planning of Main structure the result of Plate/ Deck get 12cm thickness and Ø16-150 The dimensions of secondary beam is 20/40 (5D16 & 3D16), dimension of cross beam and main beam 40/70 (2D29 & 2D29), Dimensions of sloof 40/70 (2D29 & 2D29), Column Dimensions 40/70 (8D29), and the thickness of the staircase 15 cm using D10.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"215 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128777449","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Plumbing installation system must be well planned, especially for high rise building. Clean water and waste water networks planning in the Tower Premier BeSS Mansion Surabaya Apartment are designed to serve the occupants needs of clean water. BeSS Mansion Apartement is a high-rise building with ± 86.000 m2area, consist of 3 towers named : Premier Tower and Suite Tower, which have area of 51.700 m2and consist of 44 floors, and Podium Tower which has 34.300 m2 area and consist of 1 semi basement and 9 parking floors. Clean water need is calculated based on the number of occupants and the type of room, which require total clean water discharge of 772.8 m³/day. The pipe diameters of clean water system is designed using 4 inches for main pipes and ¾ inch to 1½ inches for distribution pipes. The ground water tank capacity is 257.6 m³ using two tanks which have a capacity of 144 m³ and 128 m³, while the roof tank has a capacity of 51.52 m³.
{"title":"PERENCANAAN SISTEM AIR BERSIH PADA PEMBANGUNAN TOWER PREMIER APARTEMEN BESS MANSION SURABAYA","authors":"Niendya Kinofa Sasmita, Mohamad Zenurianto, Suselo Utoyo","doi":"10.55404/jos-mrk.2021.02.03.99-104","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.99-104","url":null,"abstract":"Plumbing installation system must be well planned, especially for high rise building. Clean water and waste water networks planning in the Tower Premier BeSS Mansion Surabaya Apartment are designed to serve the occupants needs of clean water. BeSS Mansion Apartement is a high-rise building with ± 86.000 m2area, consist of 3 towers named : Premier Tower and Suite Tower, which have area of 51.700 m2and consist of 44 floors, and Podium Tower which has 34.300 m2 area and consist of 1 semi basement and 9 parking floors. Clean water need is calculated based on the number of occupants and the type of room, which require total clean water discharge of 772.8 m³/day. The pipe diameters of clean water system is designed using 4 inches for main pipes and ¾ inch to 1½ inches for distribution pipes. The ground water tank capacity is 257.6 m³ using two tanks which have a capacity of 144 m³ and 128 m³, while the roof tank has a capacity of 51.52 m³.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"57 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132668212","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.221-226
Ninda Sholeha, U. R. Pudjowati, Agus Suhardono
On area Jl. Kendalpayak – Jl.Simpang Pakisaji Malang Regency, inundation often occurs during the rainy season. The occurrence of this flooding is caused by the insufficient capacity of the drainage planning, waste in drainage channels to accommodate the discharge of rainwater runoff, improper drainage planning, waste in drainage channels, the amount of waste from households and the large number of closed drainage channels because they are made for community homes. The purpose of this thesis is to design drainage channels and infiltration wells, calculating construction costs as well as creating scheduling plans for job in the area. The method used in this study was the Log Person Type III with the re-planning for 10 years. The data needed are topographic maps, rainfall data from the closest stations: Kepanjen, Sukun, and Tangkilsari in 2010 until 2019, and the price of the Malang Regency work pricipil in 2020. The calculation results the design rainfall is 107, 33 mm/day; design flood discharge of 2,031m3/second; the infiltrations weels with dimensions of 0,7 meters with depth of 1,7 meters. The drainage channel dimensions are planned by the smallest size of 0,4 m x 0,4 m and the largest size is 1 m x 1 m with construction cost is Rp. 8,581,572,367.92 and the execution time is 18 weeks
在面积j1上。Kendalpayak - jr。新邦巴基玛琅县，洪水经常发生在雨季。这种洪水的发生是由于排水规划的能力不足，排水渠道中的废物容纳雨水径流的排放，排水规划不当，排水渠道中的废物，住户的废物量以及大量封闭的排水渠道，因为它们是为社区住宅而建造的。本文的目的是设计排水通道和渗井，计算施工成本，并制定该地区的作业调度计划。本研究采用Log Person III型，重新规划10年。所需的数据包括地形图、最近站点的降雨数据:2010年至2019年的克潘仁、苏昆和唐基尔萨里，以及2020年马郎摄政工作原则的价格。计算结果:设计降雨量为107,33 mm/d;设计洪流量2031 m3/s;入渗井尺寸为0.7米，深度为1.7米。排水通道尺寸按最小尺寸0.4 m × 0.4 m，最大尺寸1m × 1m规划，造价为Rp. 8,581,572,367.92，工期为18周
{"title":"PERENCANAAN ULANG SALURAN DRAINASE KAWASAN JALAN KENDALPAYAK - JALAN SIMPANG PAKISAJI KABUPATEN MALANG","authors":"Ninda Sholeha, U. R. Pudjowati, Agus Suhardono","doi":"10.55404/jos-mrk.2021.02.03.221-226","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.221-226","url":null,"abstract":"On area Jl. Kendalpayak – Jl.Simpang Pakisaji Malang Regency, inundation often occurs during the rainy season. The occurrence of this flooding is caused by the insufficient capacity of the drainage planning, waste in drainage channels to accommodate the discharge of rainwater runoff, improper drainage planning, waste in drainage channels, the amount of waste from households and the large number of closed drainage channels because they are made for community homes. The purpose of this thesis is to design drainage channels and infiltration wells, calculating construction costs as well as creating scheduling plans for job in the area. The method used in this study was the Log Person Type III with the re-planning for 10 years. The data needed are topographic maps, rainfall data from the closest stations: Kepanjen, Sukun, and Tangkilsari in 2010 until 2019, and the price of the Malang Regency work pricipil in 2020. The calculation results the design rainfall is 107, 33 mm/day; design flood discharge of 2,031m3/second; the infiltrations weels with dimensions of 0,7 meters with depth of 1,7 meters. The drainage channel dimensions are planned by the smallest size of 0,4 m x 0,4 m and the largest size is 1 m x 1 m with construction cost is Rp. 8,581,572,367.92 and the execution time is 18 weeks","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129253789","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
京公网安备 11010802042870号
京ICP备2023020795号-1
扫码关注我们
求助内容：
应助结果提醒方式：