Jurnal Manajemen Teknologi & Teknik Sipil最新文献

{"title":"Mengurangi Durasi Pelaksanaan Proyek Dengan Menggunakan Metode Time Cost Trade Off","authors":"Muhammad Rizal Hermawan, Ahmad Ridwan, S. Suwarno","doi":"10.30737/jurmateks.v4i2.1829","DOIUrl":"https://doi.org/10.30737/jurmateks.v4i2.1829","url":null,"abstract":"Construction project management is one of the things that affect the smooth work of construction projects. Time and cost become benchmarks in the success of a project. In the construction project Bhayangkara Nganjuk hospital indicated experiencing delays caused by unse endorsive weather conditions. The delay will have an impact on the costs that will be incurred. The purpose of this research is to accelerate the time on the project by using the time cost trade off method. Development work includes IGD room work, Pharmaceutical Installation, Laboratory and Inpatiation Room. The data used in the form of Time schedule and budget plan costs obtained from the implementing contractor. From the data, analysis is carried out in the form of determination of relationships between jobs, determination of critical pathways, and acceleration analysis by applying a work shift system. The relationship between jobs is illustrated through the Microsoft Project. The results of the study obtained a total cost after acceleration of Rp. 3,873,505,632.00 the value was more expensive 11.25% than the normal cost of the project of Rp 3,481,698,000.00. With an accelerated duration of 125 days or 25.71% faster than the normal duration of the project of 180 days. So that from these results, it can be used as a reference in the implementation of the project regarding work hours that can be applied as well as the cost of the project and the duration of acceleration required.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128514910","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}

{"title":"Meningkatkan Daya Dukung Tiang Pondasi Minipile Persegi Pada Gedung Kantor Ngasem Kabupaten Kediri Menggunakan Metode Mayerhoff","authors":"Erwin Dwi Laksana, Edy Gardjito, S. Suwarno, F. Azhari, Imam Mustofa","doi":"10.30737/jurmateks.v4i2.1999","DOIUrl":"https://doi.org/10.30737/jurmateks.v4i2.1999","url":null,"abstract":"The foundation is one part under the building that has a very important role. The choice of the type of foundation is something that needs to be considered. One type of foundation that is widely used is the minipile foundation. Minipile foundation itself is a type of foundation that is used if the load received from the superstructure is not too heavy and the hard soil type is at a depth of between 5-10m. The purpose of this study was to plan the bearing capacity of the minipile foundation pile in the PT. BPJE in Ngasem, Kediri Regency. The building is planned to be used as an office building. The planned sub-building includes foundation planning with a mini-square building with a cross-sectional dimension of 20x20. The calculations carried out include the calculation of the bearing capacity of the foundation using the Mayerhoff method, the calculation of the flexural factor and the calculation of reinforcement. The calculation results (sigma Vertical Ultimate) Vu = 114.78 tons. With bending factor tk = 286.95 kg /. The reinforcement in the pile cap for the x direction of tensile reinforcement = D16–170 and compression reinforcement = D16–250 while for tensile reinforcement in the y direction = D16 - 170 and compressive reinforcement = D10 - 250. Thus, the results of the planning can be used as a reference for the implementation of building construction. office of PT. BPJE in Ngasem, Kediri Regency.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123770361","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}

{"title":"Optimalisasi Penjadwalan Proyek Pembangunan Gedung Puskesmas Badas Menggunakan Critical Path Method-Project Evaluation and Review Technique (CPM-PERT)","authors":"Dafid Cahya Setiawan, Ahmad Ridwan, S. Suwarno","doi":"10.30737/jurmateks.v4i2.2011","DOIUrl":"https://doi.org/10.30737/jurmateks.v4i2.2011","url":null,"abstract":"Lack of project scheduling planning and ineffective control make the activity of a project less efficient. This will have an impact on the success of the project. This situation will result in delays and a decrease in the quality of work due to time constraints. Scheduling is important for determining the required activities and arranging a sequence and time frame to complete project activities on time. This study aims to optimize the scheduling of a moderate light rehabilitation project in the Badas Community Health Center building, Kediri Regency, where project start-ups are experiencing delays. The method used is Critical Path Method-Project Evaluation and Review Technique (CPM-PERT), which is a method to determine the duration of a project that can be completed and the percentage of its success. The analysis carried out includes calculation the duration desired acceleration and cost slope. Analysis results using CPM-PERT obtained critical path in: preparation activities (A), earthworks (B), structural work (D), 1st floor work (E), 2nd floor work (F), 3rd floor work (G), roof, ceiling and plank work (H), iron work (I), electrical work (L), floor and wall covering work (M) and finishing work (N). The normal duration of project completion is 140 days and costs Rp. 1,818,182,709, whereas with the CPM-PERT method the duration can be accelerated to 128 days (probability 99.99%) and required additional fee 8.1% or worth Rp. 146,719,664. Implementers can use it in optimizing scheduling and financing on the badas public health center building construction project.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"100 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133385580","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}

{"title":"Desain Struktur Atas Gedung Rawat Inap 3 Lantai RSUD Nganjuk Menggunakan Standart Nasional Indonesia (SNI)","authors":"Ines Indria Wati, Edy Gardjito, Sigit Winarto, Muhammad Heri Nastotok, Imam Mustofa","doi":"10.30737/jurmateks.v4i2.2067","DOIUrl":"https://doi.org/10.30737/jurmateks.v4i2.2067","url":null,"abstract":"The hospital building is one of the building facilities that is developed continuously. The building was built as an effort to fulfill health facilities. In its construction, the hospital building must be properly planned so that it is safe to use. Planning includes the design and calculation of structural details. Several hospitals in the Nganjuk area added building units to meet the needs of the community, one of which was the Nganjuk Hospital which added a building to support services. Planning a multi-storey building is a solution because it will be able to accommodate many patients. This plan aims to plan the structure of the Nganjuk Regional General Hospital Building. The planning carried out includes the calculation of structural dimensions, calculation of loading, and calculation of reinforcement which were analyzed using SAP2000 software. The calculation results show that the dimensions of the columns used are 40/40 and 15/15 for practical columns, the dimensions of the beams are 35/50 and 30/40 and 25/35. Reinforcement on beams obtained diameters of 16 and 10 mm, reinforcement on columns obtained diameters of 19 and 10 mm, while on plates obtained diameters of 10 mm. Thus, these results can be used as a reference in the implementation of the construction of the Nganjuk Regional General Hospital Building.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"138 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133785636","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}

{"title":"Mengurangi Resiko Banjir Pada Sungai Bruno Kediri dengan Konstruksi Bendung","authors":"Marlinto Umbu Reku, Y. C. S. Poernomo, Sigit Winarto, Ashabul Yamin","doi":"10.30737/jurmateks.v4i2.2034","DOIUrl":"https://doi.org/10.30737/jurmateks.v4i2.2034","url":null,"abstract":"Flooding is a problem that needs to be considered because it affects all sectors. The Bruno River in Kediri Regency often experiences flooding in the rainy season, although the overflow does not reach the settlements. But already, some levees in the Bruno river broke because they could not accommodate the discharge from the Bruno river. Such characteristics have the potential to be the cause of flooding. The core of the problem arranges various flood control efforts. The development of complementary infrastructure such as Water Resources becomes the right choice to overcome the flood event. This research aims to plan Water Resources to control the flood on the Bruno river, Kediri Regency. The analysis includes hydrological analysis and hydraulic analysis. The hydrological analysis includes rainfall calculations, match tests, and flood plans, while hydraulic analysis includes the calculation of bend dimensions. Rainfall data were obtained from kanyoran rain station for the past 10 years. From the rainfall data is done calculations and compared with estimates when re-from related agencies. So, the difference in discharge is known that is used as the basis of the analysis of Water Resources planning. The results of the study obtained flood discharge of 69,20762609 m3/s. ≈ 70 m3/s with a high bend planning bend 4.3m wide 30 m. The elevation of the water level downstream of the bend is +51.56 m so that the planning results can be used as a step to reduce flooding in the Bruno river.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"89 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121395408","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}

{"title":"PENELITIAN CAMPURAN ASPAL BETON DENGAN MENGGUNAKAN FILLER AMPAS TAHU","authors":"Dony Triyatno, Yosef Cahyo, Ahmad Ridwan","doi":"10.30737/jurmateks.v3i1.898","DOIUrl":"https://doi.org/10.30737/jurmateks.v3i1.898","url":null,"abstract":"Road construction in Indonesia mostly uses concrete asphalt. This study aims to determine the optimum level of asphalt produced in a concrete asphalt mixture with tofu pulp filler, in terms of the stability of Marshall, flow, VIM, VMA, VFB, and MQ. Asphalt concrete mixture in this study uses AC 60/70 asphalt. This study uses 5 samples, each using a different asphalt content, namely: 5%, 5.5%, 6%, 6.5%, 7%, with one sample consisting of 3 variants.  The material used is a coarse coral aggregate held by sieve No. 8 (2,36mm). Fine aggregate with Brantas river sand passes filter no.8 (2.36mm), and fillers use tahas pulp bypassing filter no. 200 (0.075mm). The results of this study on Marshall characteristics obtained asphalt content of 5% and 6% with the average value of stability 712 and 881, Flow 3.3 mm and 2.4 mm, VIM 4.65% and 4.24% VMA 19.29% and 17.87%, VFB values of 75.41% and 76.15%, and MQ 271 kg / mm and 433kg / mm.Pembuatan konstruksi jalan di Indonesia banyak menggunakan aspal beton. Penelitian ini bertujuan untuk mengetahui kadar aspal optimum yang dihasilkan pada campuran aspal beton dengan filler ampas tahu, ditinjau dari stabilitas Marshall, flow, VIM, VMA, VFB, dan MQ. Campuran aspal beton dalam penelitian ini menggunakan aspal minyak AC 60/70. Penelitian ini menggunakan 5 sampel, masing-masing menggunakan kadar aspal yang berbeda yaitu: 5%, 5,5%, 6%, 6,5%, 7%, dengan satu sampel terdiri dari 3 varian. Tahapan penelitian yaitu agregat kasar batu koral tertahan saringan no. 8 (2,36mm), agregat halus dengan pasir sungai brantas lolos saringan no.8 (2,36mm), dan filler menggunakan ampas tahus dengan lolos saringan no. 200 (0,075mm). Hasil dari penelitian ini pada karakteristik Marshall didapat kadar aspal otimum 5% dan 6% dengan nilai rerata stabilitas 712 dan 881, Flow 3,3 mmdan 2,4 mm, VIM 4,65% dan 4,24% VMA 19,29% dan 17,87%, nilai VFB 75,41% dan 76,15%, dan MQ 271 kg/mm dan 433kg/mm.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"25 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116460160","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}

{"title":"PERENCANAAN PONDASI TIANG PANCANG GEDUNG PASCA SARJANA FAKULTAS TEKNIK UNIVERSITAS KADIRI","authors":"Rizaludin Rizaludin, Sigit Winarto, Ahmad Ridwan","doi":"10.30737/jurmateks.v3i1.889","DOIUrl":"https://doi.org/10.30737/jurmateks.v3i1.889","url":null,"abstract":"The foundation is a part of the structure that functions as a support for the building and distributes the burden on it (upper fabric) or the soil layer with a stable enough carrying capacity. In planning the foundation for a structure can use several types. The selection of the foundation to be used based on the weight of the building. The construction of the C story building seven-story University requires a strong foundation. The pile foundation was chosen because it was relatively fast, easy, and yielded hard soil at 5.6 m. In this calculation, three methods as a Trofimankove method and the Meyerhoff method and the General Method Method. Pile foundation planning has a planned load of Qu 231 Ton. The calculation of the three ways obtained more efficient results, namely the count with a Meyerhoff method equal to 82.21. The number of single piles that are close to one pile cap is four poles, so the calculation formula of the Pall piles group is 232.82 tons. Thus it can be concluded that Pmax <Pall 231 Ton <232.82 Ton, which means that it meets the requirements.Pondasi adalah bagian struktur yang berfungsi sebagai penopang bangunan dan menyalurkan beban diatasnya (upper structure) atau lapisan tanah yang memiliki daya dukung yang cukup kuat . Dalam merencanakan pondasi untuk suatu struktur dapat menggunakan beberapa macam tipe pondasi. Pemilihan pondasi berdasarkan fungsi bangunan atas yang akan dipikul oleh pondasi tersebut, berdasarkan beban dan beratnya bangunan atas kedalaman tanah dimana bangunan tersebut didirikan. Pembangunan gedung C berlantai 7 Universitas Kadiri memerlukan pondasi yang kuat. Pondasi tiang pancang dipilih karena pekerjaan relatif cepat, mudah dan hasil sondir tanah keras pada 5,6 m. Pada perhitungan ini digunakan tiga metode yaitu metode Trofimankove dan metode mayerhoff serta Metode cara Umum. Perencanaan pondasi tiang pancang memiliki beban rencana sebesar Qu 231 Ton. Dari perhitungan ketiga metode didapat hasil yang lebih efisien yaitu pada perhitungan dengaan metode mayerhoff yaitu sebesar 82,21. Jumlah tiang tunggal yang mendekati pada satu pile cap adalah 4 tiang, sehingga diperoleh dari rumus perhitungan Pall tiang kelompok 232,82 Ton. Dengan demikian dapat disimpulkan Pmaks < Pall 231 Ton < 232,82 Ton, yang artinya memenuhi syarat.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"26 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121273678","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}

{"title":"ANALISA KELAYAKAN SIMPANG EMPAT TAK BERSINYAL MENGGUNAKAN MANUAL KAPASITAS JALAN INDONESIA (Study khasus di Jl. Raya Barat arah ke Jl. Anggrek, Wonorejo, Kalipang, Sutojayan, Blitar, Jawa Timur)","authors":"Sugeng Widodo, Yosef Cahyo, Sigit Winarto, A. I. Candra","doi":"10.30737/jurmateks.v3i1.900","DOIUrl":"https://doi.org/10.30737/jurmateks.v3i1.900","url":null,"abstract":"The transportation problem is one of the main issues that are difficult to solve in several big cities. When congestion occurs, it can disrupt community activities. We already know that \"congestion will cause various negative impacts, both on the driver and in terms of the economy and environment. The intersection of four highways, Blitar City, East Java, has the intensity of a dependable vehicle. This is because around the area, and there are markets, residential areas, public force terminals, and squares. Besides that, the place is accessible to public transportation from Blitar City to Malang City. In this study, the authors conducted a field survey of traffic flow, road geometry, and side barriers during rush hour during sunny weather for seven days at the intersection. From the results of the analysis, minor paths have disrupted major pathways and caused delays of 35%. This figure has exceeded the requirements recommended by MKJI 1997. From the results of this study, it can also be an evaluation material so that in the future, the intersection of four Highway, Blitar City, East Java, can be functioned better.Masalah transportasi adalah salah satu masalah utama yang tidak mudah dipecahkan di beberapa kota besar. Pada saat kemacetan terjadi bisa menggangu aktifitas masyarakat. Telah kita ketahui, bahwa kemacetan akan menimbulkan berbagai dampak negatif, baik terhadap pengemudi maupun ditinjau dari segi ekonomi dan lingkungan. Simpang empat Jl. Raya Barat, Kota Blitar, Jawa Timur merupakan salah satu persimpangan dengan intensitas kendaraan yang cukup padat. Hal ini disebabkan karena disekitar simpang empat tersebut terdapat pasar, pemukiman penduduk, terminal angkot, alun – alun. Selain itu, simpang empat tersebut merupakan akses untuk angkutan umum dari Kota Blitar menuju Kota Malang. Pada penelitian ini penulis melakukan survey lapangan terhadap arus lalulintas, geometri jalan, dan hambatan samping pada jam sibuk saat cuaca cerah selama 7 hari pada simpang empat tersebut. Dari hasil analisa, jalur minor sudah mengganggu jalur mayor dan menyebabkan tundaan sebesar 35%. Angka ini sudah melampaui syarat yang dianjurkan oleh MKJI 1997. Dari hasil penelitian ini juga dapat menjadi bahan evaluasi agar kedepannya simpang empat Jl. Raya Barat, Kota Blitar, Jawa Timur, bisa difungsikan dengan lebih baik.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"3 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132938938","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}

{"title":"STUDY PERENCANAAN STRUKTUR ATAS GEDUNG GUEST HOUSE 6 LANTAI DI KOTA KEDIRI","authors":"Ravie Setya Putra, Ahmad Ridwan, Sigit Winarto, A. I. Candra","doi":"10.30737/jurmateks.v3i1.886","DOIUrl":"https://doi.org/10.30737/jurmateks.v3i1.886","url":null,"abstract":"The increasing number of tourist attractions and airport construction in the city of Kediri will impact the rising number of visitors from outside the city. The availability of adequate accommodation to accommodate the number of visitors who will come to the town of Kediri is essential. Kediri City Guest House Building is one of the solutions to the problem of availability of accommodation in the City of Kediri going forward. Calculations carried out in this study regarding the structure of the 6-story Guest House building design using SAP2000V7.40 software. The results of the standard frame elements in the structure column model with the appropriate dimensions and materials included in the plan drawing. The column section frame has dimensions 600x600 cm and diameter 600 cm. The wall load value is distributed to all frames holding the wall in the form of a uniform load of 250 kg/m2 as planned, the height of the stairs is 2 m, and the length is flat is 2.5 m. Thus, the calculation results obtained the number of stomps of 10 pcs and the number of climbs of 10 pcs with a width of 61cm stairs, aantrade (horizontal) 25 cm, and optrade (up) 20 cm. Bertambahnya jumlah tempat Wisata dan pembangunan Bandara di Kota Kediri akan berdampak pada bertambahnya jumlah pengunjung dari luar Kota. Ketersediaan akomodasi yang mencukupi untuk menampung jumlah pengunjung yang akan datang ke Kota Kediri sangat diperlukan. Gedung Guest House Kota Kediri menjadi salah satu solusi pada permasalahan ketersediaan akomodasi kedepannya. perhitungan yang dilakukan Pada penelitian ini   mengenai perencanaan struktur bangunan Guest House 6 lantai dengan menggunakan software SAP2000V7.40. Hasil elemen frame biasa pada model kolom struktur dengan dimensi dan material yang sesuai telah dicantumkan dalam gambar rencana. Frame section kolom tersebut berdimensi 600 x 600 Cm dan diameter 600 Cm. Nilai beban dinding didistribusikan ke seluruh frame yang menahan dinding dalam bentuk beban merata (uniform load) sebesar 250 kg/m2 seperti rencana tinggi tangga adalah 2 m dan panjang datar adalah 2,5 m. Secara perhitungan diperoleh hasil jumlah injakan 10 bh dan jumlah tanjakan 10 bh dengan lebar tangga 61cm, aantrade (mendatar) 25 cm, dan optrade (naik) 20 cm.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"38 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121976100","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}

{"title":"STUDY PERENCANAAN PONDASI GEDUNG GUEST HOUSE 6 LANTAI DI KOTA KEDIRI","authors":"S. Supriyadi, Ahmad Ridwan, Yosef Cahyo","doi":"10.30737/jurmateks.v3i1.890","DOIUrl":"https://doi.org/10.30737/jurmateks.v3i1.890","url":null,"abstract":"The building foundation is a lower structure that functions to carry the weight of the load to the subgrade. The foundation planning study in this study uses a bore pile type of foundation. This study uses the Meyerhoff method based on SPT data received by CV. Arya Duta. In this bore pile foundation planning, the carrying capacity of the bore pile foundation to the ground is 81.00 tons, with a depth of 26 M from the ground surface. The results of the calculation of pile drill piles get P 19.44 tons at the bottom of 26 M while the reinforcement of the pile cap is found in q 1.152 Ton / M (own weight). In the bore pile with spiral support found the results of the analysis data ((D. concrete 600 mm, Blanket 40 mm), (D reinforcement 16 mm, number of reinforcement 10), (D. stirrup 10 mm, Spacing 60 mm)). Based on the overall results of the structure, weight was found 16,771.43 Tons / M. Thus, from the analysis of equivalent lateral force loads (Fi 77.71), it was found that the construction of building structures is earthquake resistant.Pondasi merupakan struktur bawah bangunan yang berfungsi meneruskan berat suatu beban pada bangunan ke tanah dasar. Study perencanaan pondasi pada penelitian ini menggunakan pondasi tipe bore pile. Penelitian ini menggunakan metode Mayerhoff berdasarkan data SPT yang di terima oleh CV. Arya Duta. Pada perencanaan pondasi bore pile ini didapatkan kemampuan daya dukung pondasi bore pile terhadap tanah adalah sebesar 81.00 Ton, dengan kedalaman 26 M dari permukaan tanah. Hasil perhitungan tiang bor pile mendapatkan hasil P 19,44 Ton pada kedalaman 26 M. Sedangkan pada penulangan pile cap di temukan q 1,152 Ton/M (berat sendiri). Pada bore pile dengan tulangan spiral di temukan hasil data analisis ((D.beton 600 mm, Selimut 40 mm), (D tulangan 16 mm, jumlah tulangan 10), (D. sengkang 10 mm, Spasi  60 mm)). Berdasarkan hasil keseluruhan berat struktur ditemukan 16.771,43 Ton/M. Dengan demikian, dari analisis beban gaya lateral ekuivalen (Fi 77,71) didapatkan bahwa, Kontruksi struktur gedung tahan terhadap gempa.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"174 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133251199","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}