Jurnal Ilmiah Teknik Sipil最新文献_第6页

PAVING BLOCK ANALISIS KEKUATAN PAVING BLOCK BERTULANG MENGGUNAKAN KAWAT HARMONIKA

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i02.p07

Edwin Syaputra, Sazuatmo ., Fenty Wisnu Wardhana

{"title":"PAVING BLOCK ANALISIS KEKUATAN PAVING BLOCK BERTULANG MENGGUNAKAN KAWAT HARMONIKA","authors":"Edwin Syaputra, Sazuatmo ., Fenty Wisnu Wardhana","doi":"10.24843/jits.2022.v26.i02.p07","DOIUrl":"https://doi.org/10.24843/jits.2022.v26.i02.p07","url":null,"abstract":"Paving block merupakan salah satu bahan bangunan yang digunakan sebagai lapisan atas srtuktur jalan selain aspal dan beton. Sekarang ini banyak yang memilih paving block untuk digunakan di area taman, pejalan kaki/ jalan setapak, halaman rumah, lahan parkir dan lain sebagainya. Penelitian ini bertujuan untuk mengetahui nilai kuat tekan dan daya serap air setelah menambahkan penulangan menggunakan kawat harmonika sebanyak 0, 1, 2, dan 3 lapis. Metode yang digunakan ialah metode uji kuat tekan dan daya serap air di laboratorium menggunakan alat mesin uji kuat tekan digital MATEST (CYBER-PLUS EVOLUTION), dan alat uji daya serap air menggunakan oven untuk pengeringan benda uji setelah perendaman. Hasil dari penelitian ini dapat menunjukkan bahwa paving block yang ditambah 0 lapis kawat harmonika menghasilkan nilai uji kuat tekan yaitu 204,06 kg/cm² dan daya serap air 7,7%, penambahan 1 lapis menghasilkan nilai uji kuat tekan yaitu 252,98 kg/cm² dan daya serap air 5,9%, penambahan 2 lapis menghasilkan nilai uji kuat tekan 278,05 kg/cm² dan daya serap air 5,1%, penambahan 3 lapis menghasilkan nilai uji kuat tekan 297,84 kg/cm² dan daya serap air 4,2%. Penambahan kawat harmonika 1, 2, dan 3 lapis dapat digunakan untuk penulangan paving block, karena dapat meningkatkan mutu paving block tersebut.","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42090291","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}

引用次数: 0

PERENCANAAN SISTEM JARINGAN DISTRIBUSI SISTEM PENYEDIAAN AIR MINUM PEDESAAN (SPAMDES) DI DESA PEDAWA KECAMATAN BANJAR BULELENG 一厂BANJAR住宅系统垃圾邮件网络分发系统的管理

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i01.p05

Kadek Diana Harmayani

{"title":"PERENCANAAN SISTEM JARINGAN DISTRIBUSI SISTEM PENYEDIAAN AIR MINUM PEDESAAN (SPAMDES) DI DESA PEDAWA KECAMATAN BANJAR BULELENG","authors":"Kadek Diana Harmayani","doi":"10.24843/jits.2022.v26.i01.p05","DOIUrl":"https://doi.org/10.24843/jits.2022.v26.i01.p05","url":null,"abstract":"Water is a very important natural resource for mankind. Pedawa Village of Banjar Subdistrict located in the southern part of Buleleng Regency with an area of 16.68 km2 which has limited clean water services. Where the level of SPAMDES service which is only 29% or 1,672 people out of 5,733 people causes the fulfillment of clean water in Pedawa Village is still low, there are 4 springs used in SPAM Pedawa Village but not all communities get water, so it is necessary to plan an optimal rural drinking water supply network system (SPAMDES). The planning of this distribution network system is assisted by WaterNet where the software uses energy potential to see the extent to which water from the spring can flow through the distribution network.. The data required in this planning are elevation, discharge and coordinate point to calculate energy loss, pipe length and pump head and the number of residents of the last 6 years for projected population growth for 20 years. The results of projected water needs in the service area were obtained for Lambo Reservoir 54 m3, Lambo2 Reservoir 99 m3, Bangkiang Sidem1 Reservoir 45 m3, Bangkiang Sidem2 Reservoir 45 m3, Reservoir Gelunggang 75 m3, Asah Reservoir 15 m3, Insakan Reservoir 9 m3 and Munduk Waban Reservoir 1.5 m3. Based on the results of network simulations with galvanized pipes and flow systems with pumps and gravity obtained results for Constant and Extended flow types on WaterNet hydraulically the network can provide services as desired on each node. Where the pipe for the transmission network is obtained a pipe diameter of 10 and 5 cm, and for the distribution network obtained a pipe diameter of 15, 10 and 5 cm","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45087836","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}

引用次数: 0

ANALISIS PERENCANAAN PERSEDIAAN MATERIAL PROYEK DENGAN METODE MATERIAL REQUIREMENT PLANNING (MRP) 项目材料性能分析方法材料需求计划分析

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i01.p09

I. A. R. Widhiawati

引用次数: 0

IDENTIFIKASI KEBUTUHAN SOFT SKILL BAGI LULUSAN SARJANA TEKNIK SIPIL BERDASARKAN PERSPEKTIF PELAKU INDUSTRI KONSTRUKSI INDONESIA 从印度尼西亚工业建筑的角度确定关于SARJANA技术豁免的性能

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i01.p10

Mia Wimala

引用次数: 0

PERANCANGAN SISTEM E-TENDER KONSTRUKSI NON-PEMERINTAH 非政府建筑电子招标系统设计

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i01.p07

Jimbaran Bali, Perancangan Sistem E-TENDER, Konstruksi NON-PEMERINTAH, Putu Agus Suryawan, Gusti Ayu, Putu Candra Dharmayanti, I. Gusti, Agung Adnyana Putera, J. Ilmiah, Teknik Sipil

{"title":"PERANCANGAN SISTEM E-TENDER KONSTRUKSI NON-PEMERINTAH","authors":"Jimbaran Bali, Perancangan Sistem E-TENDER, Konstruksi NON-PEMERINTAH, Putu Agus Suryawan, Gusti Ayu, Putu Candra Dharmayanti, I. Gusti, Agung Adnyana Putera, J. Ilmiah, Teknik Sipil","doi":"10.24843/jits.2022.v26.i01.p07","DOIUrl":"https://doi.org/10.24843/jits.2022.v26.i01.p07","url":null,"abstract":": The success of a construction project is determined by the selection of the right service provider. The absence of a method or system in the selection of service providers is one of the causes of the ineffectiveness of the service provider selection process. This study aims to design a web-based construction tender system as a forum for selecting service providers that aims to bring together project owners and construction service providers using a structured application system that makes it easier for project owners to find competent construction service providers, at competitive prices and have a reputation good performance, as well as making it easier for service providers to find construction projects that match the criteria and capabilities. The type of research used is Research and Development (Research and Development). Application design using programming languages such as HTML, PHP (Laravel), CSS (Bootstrapp), Javascript (JQuery), Database using MySQL (XAMPP), Server using XAMPP Server, and coding editor application with Visual Studio Code, where the improvement of application design and data support obtained through interviews with users. User samples were taken as many as 31 people, who were selected based on purposive sampling, including project owners (Owners) and construction service providers (Contractors). The results of the study concluded that the non-government construction e-tender application met the criteria of Competitive, Effective, Efficient, Open, Accountable and Safe.variables","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43327834","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}

引用次数: 0

BERAT VOLUME PEREKAT GEOPOLIMER BERBAHAN DASAR ABU SABUT KELAPA 欧洲共同体理事会

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i02.p04

I. G. N. Widnyana, I. M. A. K. Salain, I. Sutarja, I. B. R. Widiarsa

{"title":"BERAT VOLUME PEREKAT GEOPOLIMER BERBAHAN DASAR ABU SABUT KELAPA","authors":"I. G. N. Widnyana, I. M. A. K. Salain, I. Sutarja, I. B. R. Widiarsa","doi":"10.24843/jits.2022.v26.i02.p04","DOIUrl":"https://doi.org/10.24843/jits.2022.v26.i02.p04","url":null,"abstract":"Penelitian ini menyajikan pengaruh perbandingan antara prekursor dan aktivator alkalin pada berat volume perekat geopolimer. Perekat geopolimer menggunakan bahan dasar dari abu sabut kelapa (ASK) sebagai prekursor yang mengandung: SiO2 (8,24%), K2O (70,6%), Cl (14,1%), P2O5 (2,3%) dan Fe2O3 (2,25%). Digunakan aktivator alkali: natrium silikat (SS) dan larutan natrium hidroksida (SH) dengan konsentrasi molar 14M. Tujuan pengujian berat volume adalah untuk mengetahui tingkat kepadatan material penyusun perekat geopolimer.Variasi proporsi campuran prekursor (P) dan aktivator alkalin (A) digunakan perbandingan: 70%:30%; 75%:25%; 80%:20% serta perbandingan antara aktivator alkalin Na2SiO3 (SS) dan larutan NaOH (SH) sebesar: 1:1; 1,5:1; 2:1 terhadap berat prekursor. Benda uji dicetak dalam bentuk kubus dengan ukuran (50x50x50)mm serta diuji pada umur spesimen 7 dan 28 hari. Standar pengujian berat volume mengacu pada SNI 1973:2008. Hasil pengujian menunjukkan bahwa peningkatan perbandingan P/A dan SS/SH, akan menghasilkan nilai berat volume yang semakin meningkat sedangkan nilai berat volume semakin menurun sebesar 1,3% - 1,4% seiring dengan peningkatan umur spesimen.","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46432105","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}

引用次数: 0

ANALISA PERBANDINGAN PONDASI TIANG PANCANG DENGAN TIANG BOR BERDASARKAN MUTU, EFISIENSI DAN BIAYA KONSTRUKSI PADA BANGUNAN GEDUNG KLINIK 根据诊所大楼的质量、效率和建筑成本，比较桩柱的基础

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i01.p02

M. D. W. Ardana

引用次数: 1

EVALUASI KEHILANGAN AIR PADA SISTEM DISTRIBUSI PERUMDA AIR MINUM TIRTA MANGUTAMA WILAYAH PELAYANAN KUTA DENGAN METODE STEPTEST 用最快的方法对为库塔服务区域的TIRTA mangmain分配系统中的水损失评估

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i01.p03

I. M. I. Beratha, I. G. A. P. Eryani, I. N. Sinarta

引用次数: 0

ANALISIS PENERAPAN SISTEM MANAJEMEN KESEHATAN DAN KESELAMATAN KERJA (K3) PADA PROYEK PEMBANGUNAN RUANG PERAWATAN WING UTARA TAHAP 1 RSU PAYANGAN (K3)北翼维修第一阶段RSU PAYANGAN建设项目的应用系统(K3)的应用

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i02.p09

A. Agung, Diah Parami Dewi, Nyoman Sutarja, Ngurah Dwiki

{"title":"ANALISIS PENERAPAN SISTEM MANAJEMEN KESEHATAN DAN KESELAMATAN KERJA (K3) PADA PROYEK PEMBANGUNAN RUANG PERAWATAN WING UTARA TAHAP 1 RSU PAYANGAN","authors":"A. Agung, Diah Parami Dewi, Nyoman Sutarja, Ngurah Dwiki","doi":"10.24843/jits.2022.v26.i02.p09","DOIUrl":"https://doi.org/10.24843/jits.2022.v26.i02.p09","url":null,"abstract":"Keselamatan dan Kesehatan Kerja (K3) merupakan salah satu hal yang harus diperhatikan dalam pelaksanaan pembangunan konstruksi. Dalam penelitian ini permasalahan yang diangkat adalah bagaimana penerapan K3, faktor-faktor apa yang berpengaruh dominan dan terlemah dan cara menanggulangi faktor terlemah terhadap penerapan K3 pada proyek pembangunan Ruang Perawatan Wing Utara Tahap 1 RSU Payangan, dengan kontraktor pelaksana PT. Bianglala Bali. Occupational Health and Safety Assesment Series-18001 (OHSAS 18001:2007) adalah suatu standar internasional untuk sistem manajemen kesehatan dan keselamatan kerja yang bertujuan untuk mengelola aspek kesehatan dan keselamatan kerja (K3) pada setiap proses kerja di tempat kerja. Hasil analisis penerapan SMK3 dengan menggunakan OHSAS 18001:2007 pada proyek pembangunan Ruang Perawatan Wing Utara Tahap 1 RSU Payangan adalah sebesar 76% dengan kategori baik (61%-80%).Dari hasil analisis faktor yang dibantu dengan program SPSS diperoleh bahwa faktor yang paling dominan berpengaruh dalam penerapan SMK3 adalah faktor tinjauan manajemen, dengan bobot faktor sebesar 0,976 dan persentase komunalitas 96,6%, sedangkan faktor paling lemah pengaruhnya adalah implementasi dan operasi, dengan bobot faktor 0,749 dan persentase komunalitas sebesar 93,3%.","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43739448","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}

引用次数: 0

ANALISIS PENGARUH FAKTOR JALAN DAN LALU LINTAS LOKAL SERTA FAKTOR MANUSIA TERHADAP PERILAKU PENGENDARA SEPEDA MOTOR PENDATANG DARI MANCANEGARA DI KAWASAN WISATA DI BALI 分析当地道路和交通因素以及人口因素对巴厘岛旅游区移民摩托车司机行为的影响

Jurnal Ilmiah Teknik Sipil Pub Date : 2022-07-31 DOI: 10.24843/jits.2022.v26.i02.p08

Cokorda Putra Wirasutama

引用次数: 0