Borneo Engineering : Jurnal Teknik Sipil最新文献_第10页

Analisis Pengawasan Ketenagakerjaan Jasa Konstruksi Terhadap Keselamatan Jasa Konstruksi (Studi Kasus pada Dinas Tenaga Kerja dan Transmigrasi Provinsi Kalimantan Utara) 就业监督服务对建筑服务安全的分析(就业服务和北加里曼丹省移民案例研究)

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2018-06-27 DOI: 10.35334/BE.V2I1.610

Masir Masir, Z. Abidin

{"title":"Analisis Pengawasan Ketenagakerjaan Jasa Konstruksi Terhadap Keselamatan Jasa Konstruksi (Studi Kasus pada Dinas Tenaga Kerja dan Transmigrasi Provinsi Kalimantan Utara)","authors":"Masir Masir, Z. Abidin","doi":"10.35334/BE.V2I1.610","DOIUrl":"https://doi.org/10.35334/BE.V2I1.610","url":null,"abstract":"The existence of a tendency of violations that are often done by contractors requires an effort to increase labor inspection. With the existence of an appropriate pattern of labor inspection by government employee of labor inspector in construction service sector then every execution of a work can be executed according to rule so that it can run well and according to what we expected. The objectives of this research was to know the effect of labor inspection to the safety of construction services in the Office of Manpower and Transmigration of North Kalimantan Province. Data collection technique used was questionnaires. The data collected in this research consisted of primary and secondary data, This resesearch was done through questionnaire technique. The samples in this study were 20 respondents from Office of Manpower and Transmigration of North Kalimantan Province in the field of labor inspection. Data obtained was scored into Likert method and then analyzed by SPSS program. The results showed that there was a positive relationship between Labor Inspection with Work Safety, which can be explained in the form of linear regression equation i.e.: Y = 32.128 + 0.250 X, with the coefficient of determination (R 2 ) was 0.173 and coefisient of correlation (r)was 0.42.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"13 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129292279","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

Perbandingan Desain Dermaga Terapung Pada Sistem Konstruksi Melintang dan Memanjang “Studi Kasus Dermaga Pelabuhan Tideng Pale Kabupaten Tana Tidung” 塔纳唐区码头设计与横向建筑系统的水上码头设计比较

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2018-06-27 DOI: 10.35334/BE.V2I1.607

E. Utomo

引用次数: 1

Studi Sistem Jaringan Drainase Pada Landasan Pacu Bandar Udara Juwata Tarakan

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2018-06-27 DOI: 10.35334/be.v2i1.612

Rosmalia Handayani

引用次数: 0

Analisis SWOT Pemilihan Material Dinding Bata Merah dan Bata Ringan di Penajam Paser Utara

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2018-06-27 DOI: 10.35334/BE.V2I1.609

I. Hendriyani, Andi Marini, Nuraini Putri

引用次数: 2

Perbaikan dan Proteksi Pondasi Tiang Dermaga Dengan Metode Pile Encapsulation 码头支柱的维修和保护

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2018-06-27 DOI: 10.35334/BE.V2I1.608

Sulardi Sulardi

{"title":"Perbaikan dan Proteksi Pondasi Tiang Dermaga Dengan Metode Pile Encapsulation","authors":"Sulardi Sulardi","doi":"10.35334/BE.V2I1.608","DOIUrl":"https://doi.org/10.35334/BE.V2I1.608","url":null,"abstract":"Problems encountered in this research is the occurrence of foundation damage pier dock building PT. Reliance Refinery in Gujarat Province of India resulting in dock structure under sub standard condition, unsafe condition and at any time dock structure may experience colapse. The specific point of this problem is the dock building is supported by a 120 cm diameter pile foundation with a height of 14 meters above ground level and over 200 meters towards the Indian Ocean. The purpose of this study is to provide an overview of how the specifications of materials, work equipment and methods of implementing the repair of damaged pier building foundations. Improvement using pile encapsulation method is by cleaning the damaged piling surface with water jeting and mechanical, installing FRP jacketing cover and grouting with underwater material specifications epoxy grout. The improvement results show the epoxy grout and FRP jacket bonding well to the existing piling surface. This repair method is proven to improve the damage of the piling and protect the piling against corrosion, abrasion, scouring and mechanical impact. These improvements have been replicated to address similar problems in Canada, Australia, Singapore and Indonesia.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"61 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132519540","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

Analisis Kebutuhan Air Bersih Dan Distribusi Jaringan PDAM Persemaian Kota Tarakan (Studi Kasus Kecamatan Tarakan Barat) 城市基础设施网络对淡水需求和分销的分析(西巴德研究案例)

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2018-06-27 DOI: 10.35334/BE.V2I1.613

Asta Asta

{"title":"Analisis Kebutuhan Air Bersih Dan Distribusi Jaringan PDAM Persemaian Kota Tarakan (Studi Kasus Kecamatan Tarakan Barat)","authors":"Asta Asta","doi":"10.35334/BE.V2I1.613","DOIUrl":"https://doi.org/10.35334/BE.V2I1.613","url":null,"abstract":"As the population growth in absorb area, there is a significant increase over the function of land water absorb for the needs of investment in a large scale to reduce the absorbing drought during the dry season which able the availability of water sources PDAM especially PDAM at Persemaian in Tarakan City. The analysis method and processing of data in this research was used analysis descriptive, where the data was separated from the number either primary data namely the collection of data from survey in the field and secondary data was the supporting data which was obtained from the relevant institution like BPS and PDAM of Tarakan City then those were separated based on the data characteristic. The data analysis consists of: 1). calculation project of clean water needs at PDAM persemaian in Tarakan City until 2026. 2). The analysis of pipeline distribution network PDAM at Persemaian in Tarakan City by using the program Epanet 2.0. From the calculation of the total population in 2026 was 127.183 soul, and ba sed on the calculation of the average water needs in 2026 was 191,9216 ltr/sec, the maximum needs was 220,7099 lte/sec, so it obtained the needs of clean water until 2026 at the top of 335,8629 ltr/sec. Based on the calculation using epanet 2.0 obtained th e highest pressure score was 9,39 atm (kg/cm 2 ) in junction 131 along 93,96 m and the lowest pressure was 1,10 atm (kg/cm 2 ) in junction 228 along 11,04 m, mean while the highest score of head was 110,83 m in junction 1 and the lowest score of head was 37,00 m in junction 225. Therefore, in 2026 based on the condition of existing pipelines distribution network now, they still can be used in the research location.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"239 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122930563","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: 6

Estimasi Debit Puncak Menggunakan Hidrograf Satuan Sintetik Pada Daerah Aliran Sungai Kayan Kabupaten Bulungan

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 1900-01-01 DOI: 10.35334/BE.V3I2.1173

Asta Asta, Nurjaya Nurjaya

引用次数: 2

Pengaruh Penambahan Tulangan Tekan Terhadap Momen Kapasitas Lentur dan Daktilitas Balok 增加轮压对梁弯曲能力和不规则性力矩的影响

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 1900-01-01 DOI: 10.35334/BE.V3I2.1171

Jaya Permana, M. Muhtaris, Eka Susanti, Yanisfa Yanisfa

{"title":"Pengaruh Penambahan Tulangan Tekan Terhadap Momen Kapasitas Lentur dan Daktilitas Balok","authors":"Jaya Permana, M. Muhtaris, Eka Susanti, Yanisfa Yanisfa","doi":"10.35334/BE.V3I2.1171","DOIUrl":"https://doi.org/10.35334/BE.V3I2.1171","url":null,"abstract":"Double reinforcement beam design, increasing the compressive reinforcement can increase the flexural capacity moment and ductility of concrete beams. This helps planners to improve flexural capacity moment with minimal dimensions, that are still acceptable in terms of aesthetics. The purpose of this study is to know how much influence the increasing compressive reinforcement can increase the flexural capacity moment and ductility of concrete beams. Experimental research with beam specimens 20x20x60 cm, 2D16 tensile reinforcement, fc’ 25 mpa and fy 320 mpa. With a ratio of compressive reinforcement to tensile reinforcement of 0.14; 0.25 and 0.59. Flexural strength testing uses flexible loading with a roll-pined joint. The process of load reading is yield phase until ultimate phase. The results of the analysis show an uses of increasing compressive reinforcement can increase the moment of flexural capacity and ductility. The addition of compressive reinforcement reached 25% from tensile reinforcement, can increase the moment of bending capacity by 4.47%, but uses compressive reinforcement reached 50% of tensile reinforcement, only increasing the bending moment capacity of 1.43%. For ductility, uses compressive reinforcement reaches 25% from tensile reinforcement, can increase ductility by 19.73% and an increase of 26.17% by adding compressive reinforcement up to 50% of tensile reinforcement. From these results it appears that the more improvements added, the more the ductility increases and the less the moment the flexural capacity increases.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"32 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114707452","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

Pengaruh Bentuk Bukaan Pada Lantai Bangunan Terhadap Tingkat Kenyamanan Termal Pada Rumah Panjang Suku Dayak Brusu Kecamatan Sekatak Provinsi Kalimantan Utara

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 1900-01-01 DOI: 10.35334/BE.V3I2.1172

E. Wahyudi, Sholehah Sholehah

{"title":"Pengaruh Bentuk Bukaan Pada Lantai Bangunan Terhadap Tingkat Kenyamanan Termal Pada Rumah Panjang Suku Dayak Brusu Kecamatan Sekatak Provinsi Kalimantan Utara","authors":"E. Wahyudi, Sholehah Sholehah","doi":"10.35334/BE.V3I2.1172","DOIUrl":"https://doi.org/10.35334/BE.V3I2.1172","url":null,"abstract":"The longhouse is a home for Brusu Dayak tribes who live in North Kalimantan, which always develops as the building length increases following the increase in the number of family heads in one family. Compared to other Dayak houses, long brusu Dayak tribes have no windows but rely solely on openings on the roof and openings on the building floor as ventilation ventilation. This affects the thermal comfort of the longhouse. In general, this study aims to determine how much influence the shape of the openings on the floor of the brusu dayak longhouse building on the level of thermal comfort.The method in this study includes direct observation of the spaciousness of the shape of the building and the shape of the floor openings in the longhouse, as well as direct measurement at several points that have been determined, namely: measurement of temperature, humidity, air movement using several measuring devices, namely: thermometer, anemometer, hygro thermometer and iinfrared thermometer, measurements are made on the interior of a long house with 15 measuring points, where each point is measured for 24 hours with a measurement time every 2 hours. The results of this study note that the shape of the openings on the floor affects the level of thermal comfort in the longhouse, this is evidenced when the condition of the floor hole is closed there is an increase in the effective temperature in the room even though the increase in the effective temperature is not significant.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130034429","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

Evaluasi Sistem Drainase Menggunakan Storm Water Management Model (SWMM) dalam Mencegah Genangan Air di Kota Tarakan

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 1900-01-01 DOI: 10.35334/BE.V3I2.1177

Rahmat Faizal, Noerman Adi Prasetya, Zikri Alstony, Aditya Rahman

{"title":"Evaluasi Sistem Drainase Menggunakan Storm Water Management Model (SWMM) dalam Mencegah Genangan Air di Kota Tarakan","authors":"Rahmat Faizal, Noerman Adi Prasetya, Zikri Alstony, Aditya Rahman","doi":"10.35334/BE.V3I2.1177","DOIUrl":"https://doi.org/10.35334/BE.V3I2.1177","url":null,"abstract":"Tarakan City experiences problems with standing water during the rainy season, especially in the west Tarakan sub-district which is the center of Tarakan. This puddle not only submerged settlements and offices but also shops and access roads that caused considerable economic losses. An evaluation was carried out by using the Storm Water Management Model (SWMM). SWMM is a rainfall-runoff simulation model used for simulating the quantity and quality of surface runoff from urban areas. Based on the evaluation using SWMM software, the drainage system in Tarakan, especially in Jalan Mulwarman has several inundated channels, namely channels 2, 3, 4, 5, 6, 7, 11, 12, 13, 14. This is influenced by the dimensions of the drainage channel that cannot accommodate existing water runoff and sediment thickness that covers the drainage channels so that the capacity is reduced, if it rains it will cause puddles at several points in Tarakan City. In order to deal with these puddles, it is necessary to change the dimensions of the channel and routinely dredge sediments that cover the drainage channels.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"498 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122207947","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: 3