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All Journal Jurnal Teknik Sipil Terapan Jurnal Multidisiplin Madani (MUDIMA) Seminar Nasional Produk Terapan Unggulan Vokasi Serambi Engineering
Nixon Mantiri
Department Of Civil Engineering, Manado State Polytechnic
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Kajian Garis Sempadan Bangunan Pada Koridor Jalan Raya Kawasan Pusat Kota Tomohon Beldie Aryona Tombeg; Rudolf Mait; Charles Sulangi; Nixon Mantiri
Jurnal Teknik Sipil Terapan Vol 4 No 2 (2022): E-ISSN: 2714-7843
Publisher : Jurusan Teknik Sipil Politeknik Negeri Manado

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47600/jtst.v4i2.433

Abstract

Abstrak Perkembangan pembangunan yang begitu cepat di kawasan pusat kota Tomohon menyebabkan ketidaksesuaian garis Sempadan Bangunan dengan peraturan yang ada. Selain mengurangi estetika, dapat pula mengganggu dan membahayakan para pengguna jalan yang beraktifitas. Tujuan dilakukan penelitian ini adalah untuk mengidentifikasi dan menganalisa ketidaksesuaian Garis Sempadan Bangunan yang ada pada koridor Jalan Raya Tomohon kawasan Pusat Kota Tomohon berdasarkan aturan dan dan kebijakan yang telah ditetapkan sehingga dapat terumuskan rekomendasi yang ideal dan sesuai aturan berlaku dalam rangka penataan bangunan dan lingkungan pada kawasan ini khususnya penataan garis sempadan bangunan. Metode penelitian ini menggunakan analisis deskriptif kualitatif, dimana data diperoleh melalui hasil observasi serta dokumentasi. Kesimpulan pada penelitian ini menunjukkan bahwa kepatuhan masyarakat umum terhadap terhadap aturan garis sempadan bangunan dalam membangun gedung baru ataupun melakukan renovasi masih sangat minim. Pada empat segmen objek penelitian menunjukkan bahwa kesesuaian garis sempadan bangunan paling banyak dilakukan oleh badan/organisasi pemerintah dan swasta seperti rumah sakit, gedung sekolah serta pelaku usaha seperti Ruko/Toko. Kata Kunci : Pembangunan, Garis Sempadan Bangunan, Ketidaksesuaian, Kota Tomohon
Perencanaan Jalur Evakuasi Kebencanaan Di Gedung Asrama Putri Politeknik Negeri Manado Mantiri, Nixon S; Sumajouw, Josep A. J.; Toad, Wellem; Taju, Donny Royke Jannes; Sompie, Tampanatu P.F
Prosiding Seminar Nasional Produk Terapan Unggulan Vokasi Vol 2 No 1 (2023): Prosiding Seminar Nasional Produk Terapan Unggulan Vokasi Politeknik Negeri Manad
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat Politeknik Negeri Manado

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Abstract

Dalam sebuah bangunan tinggi, penanganan keselamatan pada kondisi darurat berupa jalur evakuasi harus dipersiapkan dengan baik. Jalur evakuasi merupakan jalur yang dipakai manusia untuk mengurangi jatuhnya korban pada saat terjadi bencana atau suatu kejadian yang tidak diinginkan. Asrama Putri Politeknik Negeri Manado merupakan sebuah bangunan hunian 3 lantai yang harus memperhatikan aspek aksesibilitas jalur evakuasi sesuai standar. Tujuan studi ini adalah untuk merencanakan jalur evakuasi pada Asrama Putri Politeknik Negeri Manado yang memenuhi syarat untuk mendukung proses evakuasi darurat. Denah yang dihasilkan menunjukkan jalur evakuasi yang jelas dari bangunan Asrama Putri menuju ke titik kumpul yang aman.
Bored Pile Foundation Analysis Using the Meyerhof Method Lonan, Pendekar Trio; Pinasang, Denny; Kabo, Don; Maluw, Fandel; Mantiri, Nixon; Tombokan, Franky; Mentang, Sudenroy
Jurnal Multidisiplin Madani Vol. 4 No. 7 (2024): July 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i7.10616

Abstract

The building structure can be said to be safe if supported by a strong foundation, so it is necessary to calculate the bearing capacity of the foundation using bored piles based on sondir data, calculate the load received by the pile cap, and calculate the amount of pile cap reinforcement. The method used is analytical and descriptive, while for the calculation of the foundation using the Meyerhoff method. The foundation analyzed is a bored pile foundation with a diameter of 0.4 m and a depth of 7 m. The results of the study, the type of native soil from Tomohon, North Sulawesi according to the USCS classification is soft clay with a bored pile bearing capacity of Qg = 177.45 tons. For the maximum axial force on the pile of 421.02 kN with a shear strength of 447.214 kN. The pile cap reinforcement obtained is reinforcement with a diameter of 19 mm with a distance between reinforcement of 200 mm and a used reinforcement area of ​​1134.11 mm2. The shrinkage reinforcement used is Ø12 with a distance between reinforcement of 160 mm. The substructure of a building should begin with a soil and location investigation to determine the characteristics of the soil on which a building will be built
Pemetaan Kualifikasi Agregat Halus Sebagai Material Konstruksi di Provinsi Sulawesi Utara Sengkey, Sandri Linna; Slat, Ever N.; Nicolaas, Seska; Mantiri, Nixon Servius; Slat, Ventje Berty
Jurnal Serambi Engineering Vol. 10 No. 1 (2025): Januari 2025
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Abstract

The quality of the concrete mix is influenced by many factors, one of which is the constituent material. Sand, as one of the concrete forming materials, also contributes to improving the quality and performance of concrete. This study aims to determine the physical characteristics of fine aggregates in North Sulawesi Province and their suitability as concrete materials and their implementation in concrete mix design. The research method in the form of laboratory research includes testing of specific gravity and absorption, sieve analysis, organic material content, silt content and unit weight of sand from 20 quarry sites in North Sulawesi Province. The results of the study showed that 15 sand quarries met the specification standards as concrete materials, while 5 quarries did not meet the specification standards, especially in terms of specific gravity and absorption properties, and fineness modulus, which exceeded the maximum specification limit. The sand grading in North Sulawesi is mostly in the rather coarse sand criteria and is in zone 2. The results of this sand qualification are expected to be useful in concrete mix design.
Co-Authors Charles Sulangi Don Kabo Franky R Tombokan Josep Sumajouw Maluw, Fandel Nicolaas, Seska Pinasang, Denny Boy Rudolf Mait Sandri Linna Sengkey Slat, Ever N. Slat, Ventje Berty Sompie, Tampanatu P.F Sudenroy Mentang Taju, Donny Royke Jannes Tombeg, Beldie A. Trio Pendekar Lonan Wellem Toad, Wellem