Jurnal JOS-MRK最新文献_第10页

EVALUASI PENERAPAN SMK3L PADA PROYEK RUMAH SAKIT DI KOTA MALANG 马郎市医院项目SMK3L的应用评估

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.210-215

Realin Asmuning Kumala Wati, Dyah Lidyaningtias, Utami Retno Pudjowati

{"title":"EVALUASI PENERAPAN SMK3L PADA PROYEK RUMAH SAKIT DI KOTA MALANG","authors":"Realin Asmuning Kumala Wati, Dyah Lidyaningtias, Utami Retno Pudjowati","doi":"10.55404/jos-mrk.2021.02.03.210-215","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.210-215","url":null,"abstract":"HSE in the construction world is very important but is still often ignored as evidenced by the high number of work accidents such as what happened in the hospital project. The purpose of this study is to evaluate the SMK3 under Government Regulation Number 50 of 2012, which is divided into several points: 1) work safety, 2) monitoring standard, 3) material management and displacement and 4) commitment maintenance. The method used is by distributing questionnaires with a likert scale assessment. The distribution of the questionnaires took place at the office of the director of the hospital project by complying with the Health protocol. The results of the questionnaire were processed through data tabulation and then tested for validity and reliability using SPSS 24 which resulted in all variables and statement items being valid and reliable. After that, to determine the percentage of the level of application of SMK3, it is processed using the scoring method. The results of this study are the percentage of SMK3 implementation levels as follows: a) work safety – 77.7%, b) monitoring standards – 81.3%, c) material management – 70.7% and d) commitment maintenance – 82.4 % with a mean of 78%. Thus, the level of implementation of SMK3 in the hospital project is running quite well and effectively.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"163 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":"123198364","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 TIANG PANCANG DINDING PENAHAN TANAH (RETAINING WALL) BASEMENT PADA PROYEK APARTEMEN SUN CITY RESIDENCE SIDOARJO 计划在太阳城住宅区公寓地下室的一堵安全墙上安装木桩

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.61-66

Nada Shelawati, Dandung Novianto, Dyah Lidyaningtias

{"title":"PERENCANAAN TIANG PANCANG DINDING PENAHAN TANAH (RETAINING WALL) BASEMENT PADA PROYEK APARTEMEN SUN CITY RESIDENCE SIDOARJO","authors":"Nada Shelawati, Dandung Novianto, Dyah Lidyaningtias","doi":"10.55404/jos-mrk.2021.02.03.61-66","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.61-66","url":null,"abstract":"Apartment Suncity Residence Sidoarjo is an apartment that was set up right behind Mall Suncity Sidoarjo. The number of basement floors in the Suncity Residence Sidoarjo Apartment development project only consists of 1 floor. On the retaining wall, the type of foundation used is a borepile foundation with Ø 60 cm and a length of 38 m. So the purpose of writing this thesis is to provide an alternative foundation structure planning using a concrete pile foundation with a length of 35 m, 38 m, and 40 m with Ø 30, 40 and 50 cm. The method of implementation erection is by using a Hydraulic Static Pile Driver. The data needed are work drawings, soil data, and Surabaya City HSPK 2019. For the calculation of the carrying capacity of the foundation using the N-SPT method and structural calculations assisted by the RSAP program. From the analysis results obtained (1) load for type A = 17,966.79 kg and for type B = 21,962.32 kg. (2) the supporting capacity of the pile obtained alternative 2 with Qtiang Ø 50 = 27,918 kg (3) the number of piles type A is 2 piles and type B is 3 piles type B = 13.36 cm (5) this foundation work uses a fee of Rp. 2,591,177,369, - with a price ratio of 17.99% smaller than the existing foundation.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"36 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":"129280827","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 PENAMBAHAN PASIR DAN SEMEN TERHADAP NILAI CBR TANAH DASAR DESA SUKODADI KABUPATEN LAMONGAN

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.261-266

Amalia Varyezqa Dyas, Gerard Aponno, Armin Naibaho

{"title":"ANALISIS PENAMBAHAN PASIR DAN SEMEN TERHADAP NILAI CBR TANAH DASAR DESA SUKODADI KABUPATEN LAMONGAN","authors":"Amalia Varyezqa Dyas, Gerard Aponno, Armin Naibaho","doi":"10.55404/jos-mrk.2021.02.03.261-266","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.261-266","url":null,"abstract":"Soil is a factor that can affect the structure of road construction. The CBR value is one of the parameters to determine the bearing capacity of the soil, if the CBR value is high then the soil bearing capacity is good, while if the CBR value is low then the soil needs to be stabilized. The purpose of this thesis is to determine the characteristics of the soil, determine the CBR value of the soil before and after stabilization, develop an implementation method and budget plan for the stabilized earthwork. This research includes water content test, density test, specific gravity test, grain analysis with hydrometer, limit Atterberg test, compaction test (modified), and CBR test (modified, soaked-unsoaked). In this test, variations of the addition of sand and cement were 5%, 10%, 15%, 20%, and 25% of the dry weight of the soil, respectively. From the test results, showing soil classification according to AASHTO A-7-6 with a value of soaked CBR 2.98%. Variations addition of sand and cement by 5% is used as a soil stabilization with the value of soaked CBR 26.31%. Stabilization work using Soil Stabilizer/Pulvi Mixer, Watertank Truck, Motor Grader, Vibro Roller, Sheepfoot Roller, Dump Truck, etc. with a Budget Plan of IDR. 6,505,291,980 (Six Billions Five Hundred Five Millions Two Hundred Ninety One Thousands Nine Hundred Eighty Indonesian Rupiahs) .","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"18 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":"116543007","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 PELAKSANAAN SECANT PILE DENGAN DIAPHRAGM WALL SEBAGAI PERBAIKAN PONDASI BENDUNGAN SEMANTOK 分析将横向墙与横向墙的实施比较，以改善SEMANTOK大坝的基础

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.298-303

Adhelia Diah Pitaloka, Moch. Khamim, Dyah Lidyaningtias

{"title":"ANALISA PERBANDINGAN PELAKSANAAN SECANT PILE DENGAN DIAPHRAGM WALL SEBAGAI PERBAIKAN PONDASI BENDUNGAN SEMANTOK","authors":"Adhelia Diah Pitaloka, Moch. Khamim, Dyah Lidyaningtias","doi":"10.55404/jos-mrk.2021.02.03.298-303","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.298-303","url":null,"abstract":"The Package I Semantok Dam Contruction Project is a project belonging to the Balai Besar Wilayah Sungai (BBWS) Brantas. In a dam to prevent seepage of water on the dam foundation, it is necessary to repair the foundation. The Semantok Dam uses the Secant Pile as a foundation repair. On the other side, there is another foundation dam repair, namely Diaphragm Wall which also has the same function as the Secant Pile. This Comparative Analysis of Secant Pile with Diaphragm Wall aims to compare the most efficient method with the required HSE, Time and Cost parameters. The data needed in the preparation of the Comparative Analysis are drawings of the Secant Pile and Diaphragm Wall work plans, technical specifications for foundation repair, and the unit price of the Nganjuk Regency work in 2021. The preparation of risk analysis in HSE uses HIRARC, the work schedule using Microsoft Project 2016 program and cost plan using Microsoft Excel 2019 program. The result of this comparative analysis is that Diaphragm Wall is more efficient in terms of implementation method, HSE, time, and also cost than Secant Pile. In the Secant Pile there are 43 accident risks, with a total processing time of 301 days, and the required cost is Rp. 198,009,706,092.05,. On the Diaphragm Wall there are 41 accident risks, with a total processing time of 74 days, and the required cost is Rp. 149,974,022,220.27,.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"4 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":"127628882","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 KARAKTERISTIK BETON NORMAL DENGAN BATU KARANG GUNUNG MADURA SEBAGAI SUBSTITUSI KERIKIL 分析马杜拉山岩石的普通混凝土特性作为砾石的替换

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.267-272

Ziza Ayu Pertiwi, Akhmad Suryadi, Agus Sugiarto

{"title":"ANALISIS KARAKTERISTIK BETON NORMAL DENGAN BATU KARANG GUNUNG MADURA SEBAGAI SUBSTITUSI KERIKIL","authors":"Ziza Ayu Pertiwi, Akhmad Suryadi, Agus Sugiarto","doi":"10.55404/jos-mrk.2021.02.03.267-272","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.267-272","url":null,"abstract":"As a result of the abundance of mountain rock on Madura Island, which is geographically based on Madura Island, it is composed of mountainous rocky mountains, causing many Madurese people to use Madura mountain rock aggregate as coarse aggregate rather than having to supply it from outside Madura Island. For this reason, this study aimed to determine the effect of using Madura mountain coral aggregate as an alternative material to substitute coarse aggregate on the compressive strength and split tensile strength with variations of 0%, 50%, 75% and 100%. The method used is experimental with reference to SNI 03-2834-2000 for the plan of making concrete with a design compressive strength of 25 MPa, cylindrical specimens with a size of 15 x 30 cm and a design age of 7, 21 and 28 days for compressive strength and 28 days. for the split tensile strength of concrete with all activities carried out at the Materials Test Laboratory of Civil Engineering, State Polytechnic of Malang. From the results of this experiment the compressive strength and tensile strength values have no effect on original concrete because the compressive strength value does not reach the planned target of 25 MPa. The optimum average compressive strength value at 28 days is 18,825 MPa at a variation of 75%. Meanwhile, the optimum split tensile strength at 28 days is 2.795 MPa at variation of 0%.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"61 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":"121399168","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: 1

PERENCANAAN ULANG PERKERASAN LENTUR JALAN PANTAI MOLANG – BULULAWANG STA 0+000 S/D 5+100 莫朗海滩路柔韧路面的重新规划——面包球STA 0.0 +000 S/D 5+100

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.244-248

Dimas Aditya Putra, Udi Subagyo, R. Sasongko

引用次数: 0

PERENCANAAN ULANG STRUKTUR ATAS GEDUNG AKR ONE SIGNATURE GALLERY SURABAYA 重新规划AKR ONE SIGNATURE GALLERY的结构

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.20-24

Arif Ramadhan Candrasa, Armin Naibaho, Suhariyanto Suhariyanto

引用次数: 0

PERENCANAAN ULANG SALURAN DRAINASE BERWAWASAN LINGKUNGAN JALAN SEMPALWADAK – KREBET SENGGRONG KABUPATEN MALANG

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.249-255

chmad Hafiz Al Fath Hafiz, Agus Suhardono, M. Efendi

{"title":"PERENCANAAN ULANG SALURAN DRAINASE BERWAWASAN LINGKUNGAN JALAN SEMPALWADAK – KREBET SENGGRONG KABUPATEN MALANG","authors":"chmad Hafiz Al Fath Hafiz, Agus Suhardono, M. Efendi","doi":"10.55404/jos-mrk.2021.02.03.249-255","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.249-255","url":null,"abstract":"Road drainage is needed to prevent inudation as on Sempalwadak – Krebet Senggrong road Malang Regency. The inundation occurs as a result of uneven drainage construction so that the road becomes damaged and can distrupt people’s activities. The existing purpose of this thesis is to design an environmentally drainage and drainage canal, evaluate the hydraulic aspects of the drainage and drainage buildings, calculate construction costs, and plan scheduling. The data needed are topographic maps, rainfall data from the 3 closest stations: Blambangan, Bululawang, and Tangkilsari in 2010 until 2019, and the price of the Malang Regency work principal in 2020. The data is processed using the Gumbel I method, suitability test with Chi-Square method, and Smirnov-Kolmogorov by a period of 10 years, rain intensity with the Mononobe method and design flood discharge with the Rationel method. The calculation result the design rainfall is 109.63 mm/day; design flood discharge of 3.0807 m/second; environmentaly drainage using infiltration wells with dimensions of 0.7 meters with a depth of 1.8 meters; channel dimensions of 1 m x 1.2 m; construction costs of Rp. 7,797,328,046.09; construction duration 90 days.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"71 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":"123383231","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 PONDASI TIANG BOR PADA BANGUNAN 12 LANTAI GEDUNG ATTIC SHOWROOM SURABAYA 计划在泗水大气陈列室12层楼的地基钻孔

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.44-49

Arfilian Permana Putra Arfilian, Dandung Novianto, Gerard Aponno

{"title":"PERENCANAAN PONDASI TIANG BOR PADA BANGUNAN 12 LANTAI GEDUNG ATTIC SHOWROOM SURABAYA","authors":"Arfilian Permana Putra Arfilian, Dandung Novianto, Gerard Aponno","doi":"10.55404/jos-mrk.2021.02.03.44-49","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.44-49","url":null,"abstract":"Attic Showroom Building Surabaya is a 12-story building that stands in a densely populated area, with soil conditions at a clay-typed location. The purpose of this thesis is to plan the bored pile foundation on condition at the location by considering the carrying capacity of the pile and the consolidation reduction, which will later become a reference in planning the work implementation, calculating construction costs, and making scheduling. Calculation of loading refers to PPIUG 1983, while calculating and designing the foundation using Standard Penetration Test (SPT) data, as well as calculating cost estimates using the Surabaya City Base Unit Price 2020. From the calculation results obtained load loading of building structures amounting to 817,432 tons using LRFD combination . While from the results of calculation and foundation planning, the dimensions of the foundation pile foundation 1 m and foundation depth 20m with the carrying capacity of the press mast are 263,101 tons, and pile cap planning with dimensions of 5 x 5 x 1m with the number of piles in one pile cap is 4 pieces. The calculation of the budget plan for the cost of the foundations of the compressed pile is Rp 6.080.326.766,84. The method of implementation itself uses a bentonite. The duration obtained for this work is 35 days by scheduling using the MS Project application.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"9 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":"126568023","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 KOORDINASI SINYAL ANTAR SIMPANG JALAN RANUGRATI DAN SIMPANG JALAN MAYJEN M. WIYONO KOTA MALANG 分析了RANUGRATI和banym . WIYONO镇之间的信号协调

Jurnal JOS-MRK Pub Date : 2021-06-25 DOI: 10.55404/jos-mrk.2021.02.02.41-46

Sadana Devita Hapsari, Dwi Ratnaningsih, Udi Subagyo

{"title":"ANALISIS KOORDINASI SINYAL ANTAR SIMPANG JALAN RANUGRATI DAN SIMPANG JALAN MAYJEN M. WIYONO KOTA MALANG","authors":"Sadana Devita Hapsari, Dwi Ratnaningsih, Udi Subagyo","doi":"10.55404/jos-mrk.2021.02.02.41-46","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.02.41-46","url":null,"abstract":"Banyaknya persimpangan di Kota Malang dengan jarak antar simpang yang pendek menimbulkan permasalahan tersendiri, seperti pada Jalan Ranugrati – Jalan Mayjen M. Wiyono. Permasalahan yang terjadi adalah kendaraan terkadang selalu berhenti pada tiap simpang karena selalu mendapat sinyal merah. Selain itu panjang antrian akibat dari sinyal merah dapat menyebabkan kemacetan. Penelitian ini bertujuan menganalisa simpang di Jalan Ranugrati – Jalan Mayjen M. Wiyono dengan mengkoordinasikan ketiga simpang untuk mengurangi antrian dan tundaan. Data yang digunakan dalam penelitian ini adalah data primer berupa volume kendaraan, waktu sinyal dan geometrik simpang. Survei volume lalu lintas dilaksanakan pada pagi dan sore di hari Selasa, 05 Mei 2020 dengan menggunakan CCTV real time yang diakses menggunakan aplikasi KER!. Metode evaluasi data lalu lintas menggunakan pedoman MKJI 1997 dan Peraturan Menteri Perhubungan 96 Tahun 2015. Data dengan kondisi eksisting terjenuh akan menjadi acuan dalam merencanakan waktu siklus baru dengan memperhatikan teori koordinasi. Kinerja terbaik pada setiap simpang kemudian dikoordinasikan menggunakan waktu offset antar simpang. Dari hasil analisa, didapatkan waktu siklus baru sebesar 130 detik dan waktu offset 77 detik untuk kedua arah. Sedangkan dari diagram koordinasi didapatkan bandwidth sebesar 43 detik ke arah Timur dan 56 detik ke arah Barat. Berdasarkan hasil penelitian, rerata kinerja simpang dalam kondisi eksisting pada arus utama yang akan dikoordinasikan adalah Derajat Kejenuhan (DS) sebesar 0,80; Panjang Antrian (QL) sebesar 244,45 m dan Tundaan (Delay) sebesar 75,10 detik, serta tingkat pelayanan F. Sedangkan rerata kinerja simpang setelah dilakukan koordinasi adalah DS sebesar 0,64; QL sebesar 229,02 m dan Delay sebesar 23,08 detik dalam kategori tingkat pelayanan C.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129954372","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