Studi Perencanaan Struktur Pondasi Tiang Pancang Gedung Fakultas Syariah Iain Ponorogo

Sintyawati, Lin; Winarto, Sigit; Ridwan, Ahmad; Candra, Agata Iwan

doi:10.30737/jurmateks.v1i2.380

Cited by 7 publications

(7 citation statements)

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“…Bangunan struktur bawah konstruksi ini perletakannya disebut dengan pondasi. Pondasi merupakan bagian penting dalam suatu konstruksi bangunan yang memiliki fungsi untuk meneruskan beban dari struktur bagian atas bangunan ke lapisan yang beraa di bagian bawahnya [5][6] [7]. Keamanan sebuah bangunan sangat ditentukan oleh kekuatan konstruksinya, baik struktur atas maupun struktur bawah [8][9] [10].…”

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Meningkatkan Daya Dukung Pondasi Tiang Pancang Gedung Baru Rumah Sakit Baptis Kediri Menggunakan Metode Mayerhoff

et al. 2021

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The foundation is an important part of the building structure because it functions as a support. The selection of this pile foundation has various considerations, namely the pile foundation can achieve the hardest soil bearing capacity, made with a manufacturing system, then the quality of the concrete can be guaranteed, the soil bearing capacity is not only obtained from the tip of the pile. Foundation planning needs to be well planned to support user safety and comfort. Pile foundation is one type of foundation chosen because it is more cost-effective and quality than other foundations. This study aims to plan the pile foundation for a new building at Baptist Hospital Kediri. The calculations carried out include calculating the load received by each column, the carrying capacity of a single pile permit, the dimensions and depth of the pile, as well as the required pile cap dimensions. Calculation of the pile foundation is carried out using the Mayerhoff method. The calculation results show that the load on the column area (K13) is 212.23.04 tons, the carrying capacity of the single pile permit (Qall) is 87509.33 kg and Quult is 218773.3 kg and the use of 4 piles on one pile with dimensions of 40 x 40 cm with a depth of 10.6 m, With these results can be used as a reference in the construction of a new building Baptist Hospital that is safe and able to withstand the load of the building.

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Meningkatkan Daya Dukung Pondasi Tiang Pancang Gedung Baru Rumah Sakit Baptis Kediri Menggunakan Metode Mayerhoff

et al. 2021

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“…Perencanaan elemen tersebut meliputi pemilihan material penyusun, pehitungan dimensi, desain penulangan hingga pemodelan [12] [13].…”

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Desain Struktur Atas Gedung Rawat Inap 3 Lantai RSUD Nganjuk Menggunakan Standart Nasional Indonesia (SNI)

et al. 2021

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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.

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“…[19]. Air akan dipergunakan sebagai media pelarut dalam pengujian berikut ini, serta didapat dari saluran air bersih laboratorium teknik sipil Universitas Kadiri.C.…”

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Penelitian Stabilitas Struktur Tanah Lempung Bersifat Monmorillonite Menggunakan Limbah Ampas Kopi

2020

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In the field of construction, the land is a media base of the core of a building. The soil structure, which consists mainly of clay in its component, has montmorillonite properties. The level of soil stability that is montmorillonite is not good enough for the support of building infrastructure. This study uses coffee grounds waste and variations of 5%, 10%, 15%, and 20% in montmorillonite soil. In the soil stability test using montmorillonite soil mix specimens with coffee grounds waste, the content weight, consistency limit, and soil compaction tests were conducted. On the results of this study, the structure of the native soil categorized as montmorillonite with adding coffee pulp on additions varied to a maximum of 20%. The Liquid Limit value rises to 43%. The Plastic Limit value increased to 31.64% so that the plastic index could rise to 11.36 %. When the compaction test with the condition of the solid specimen is perfect, the dry volume of the original soil is 6.72 gr/cm 3. After adding coffee pulp waste by 20%, the bare amount increases to 10.56 gr/cm3.Dalam bidang konstruksi, tanah adalah suatu media pijakan inti dari sebuah bangunan. Struktur Tanah yang sebagian besar terdiri dari lempung didalam komponennya, memiliki sifat monmorillonite. Tingkat stabilitas tanah yang bersifat montmorillonite terbilang kurang bagus terhadap daya topang infrastruktur bangunan. Penelitian ini menggunakan limbah ampas kopi pada variasi penambahan 5%, 10%, 15% dan 20% pada tanah montmorillonite. Pada uji stabilitas tanah dengan menggunakan benda uji mix tanah montmorillonite dengan limbah ampas kopi, dilakukan Uji Berat Isi, Batas konsistensi (Atterberg Limit) dan Pemadatan Tanah (Proctor). Pada hasil penelitian struktur tanah asli yang dikategorikan montmoroillonite, setelah ditambah ampas kopi pada penambahan variasi maksimal sebesar 20%, nilai Liquid Limit naik menjadi 43% dan nilai Plastic Limit mengalami kenaikan menjadi 31,64%, sehingga index plastic dapat mengalami peningkatan menjadi 11,36%. Saat uji pemadatan dengan kondisi benda uji padat sempurna, berat volume kering tanah asli sebesar 6,72 gr/cm3 dan setelah ditambahkan limbah ampas kopi sebesar 20% mengalami peningkatan berat volume kering menjadi 10,56 gr/cm3.

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Studi Perencanaan Struktur Pondasi Tiang Pancang Gedung Fakultas Syariah Iain Ponorogo

Cited by 7 publications

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Meningkatkan Daya Dukung Pondasi Tiang Pancang Gedung Baru Rumah Sakit Baptis Kediri Menggunakan Metode Mayerhoff

Meningkatkan Daya Dukung Pondasi Tiang Pancang Gedung Baru Rumah Sakit Baptis Kediri Menggunakan Metode Mayerhoff

Desain Struktur Atas Gedung Rawat Inap 3 Lantai RSUD Nganjuk Menggunakan Standart Nasional Indonesia (SNI)

Penelitian Stabilitas Struktur Tanah Lempung Bersifat Monmorillonite Menggunakan Limbah Ampas Kopi

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