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All Journal Eco Rekayasa Prosiding Simposium Nasional Rekayasa Aplikasi Perancangan dan Industri Prosiding Seminar Nasional Teknik Sipil UMS
Ali Asroni
Universitas Muhammadiyah Surakarta
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Mechanical Engineering

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Journal : Eco Rekayasa

 1 
PENAMBAHAN SATU LANTAI TINGKAT PADA PORTAL GEDUNG BETON BERTULANG TIGA LANTAI Asroni, Ali
Eco Rekayasa Vol. 11. No.1, Maret 2015
Publisher : Universitas Muhammadiyah Surakarta

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Abstract

The aim of this research was to compare three and four floors of reinforce concrete portal design, and the  possibility of the addition of one floor above the three floors building based on building safety. Research was carried out by taking the example of two office building portals constructed in the earthquake zone-one. Both portals were made from the same sketch plan and designed in the full elastic system. The load combinations (dead load, live load, and earthquake load) were subjected to both portals. The loads complied with the Indonesian Code (Tatacara Perhitungan Struktur Beton Untuk Bangunan Gedung, SNI 03-2847-2002). The dimension of portal structures (beam, column, sloof, and foundations) and their reinforcements were properly designed to carry the loads. Based on the dimension of portal and their reinforcement obtained, a comparison could be made up of total reinforcing and spacing of begel on both portals, and the possibility of the addition of one floor above the three floors building. The results showed that the dimensions of the structure (column, sloof, and foundation) of four floors portal were bigger than three floors, had greater number of total longitudinal reinforcement (include of beam), and the begel space of edge beam was more tightly. Moreover, the addition of one floor above the three floors would be dangerous for building safety  and users.
PENAMBAHAN SATU LANTAI TINGKAT PADA PORTAL GEDUNG BETON BERTULANG TIGA LANTAI Asroni, Ali
Eco Rekayasa Vol. 11. No.1, Maret 2015
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The aim of this research was to compare three and four floors of reinforce concrete portal design, and the  possibility of the addition of one floor above the three floors building based on building safety. Research was carried out by taking the example of two office building portals constructed in the earthquake zone-one. Both portals were made from the same sketch plan and designed in the full elastic system. The load combinations (dead load, live load, and earthquake load) were subjected to both portals. The loads complied with the Indonesian Code (Tatacara Perhitungan Struktur Beton Untuk Bangunan Gedung, SNI 03-2847-2002). The dimension of portal structures (beam, column, sloof, and foundations) and their reinforcements were properly designed to carry the loads. Based on the dimension of portal and their reinforcement obtained, a comparison could be made up of total reinforcing and spacing of begel on both portals, and the possibility of the addition of one floor above the three floors building. The results showed that the dimensions of the structure (column, sloof, and foundation) of four floors portal were bigger than three floors, had greater number of total longitudinal reinforcement (include of beam), and the begel space of edge beam was more tightly. Moreover, the addition of one floor above the three floors would be dangerous for building safety  and users.
ANALISIS PENGARUH GENANGAN AIR LINGKUNGAN PADA PELAKSANAAN PROYEK HOTEL HARRIS & POP! SOLO TERHADAP BIAYA sahid, nur; Abdurosid, Jadi; asroni, Ali; Darwanto, Dedi
Eco Rekayasa: Jurnal Teknik Sipil Vol. 12. No. 2, September 2016
Publisher : Universitas Muhammadiyah Surakarta

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Abstract

Dengan semakin banyaknya bangunan hotel yang ada di kota Solo menyebabkan sedikitnya lahan yang tersedia untuk tempat parkir hotel. Oleh karena itu diperlukan sebuah tempat yang memadai dan berfungsi untuk lahan parkir pada bangunan hotel yang ada. Basement atau biasa disebut ruang bawah tanah adalah salah satu alternatif yang bisa berfungsi sebagai lahan parkir. Dalam pembuatan sebuah basement diperlukan proses penggalian tanah dengan elevasi tertentu di bawah muka tanah asli. Umumnya masalah yang timbul dalam pelaksanaan penggalian dalam pembuatan basement adalah keberadaan genangan air tanah yang terdapat di area galian. Salah satu cara untuk menjaga area galian tetap dalam keadaan kering adalah dengan menggunakan sistem groundwater control atau dewatering. Metode dewatering  yang digunakan adalah metode predrainage dan metode open pumping. Metode predrainage bekerja dengan menggunakan pompa permukaan yang memompa volume air sebesar 1035,2 liter sedangkan metode open pumping bekerja menggunakan pompa rendam yang memompa debit air rencana sebesar 1684,80 liter/menit. Total analisis biaya pelaksanaan dewatering adalah Rp 454.896.604,00 sedangkan perhitungan total biaya dari pihak kontraktor adalah Rp 483.400.000,00.
PENAMBAHAN SATU LANTAI TINGKAT PADA PORTAL GEDUNG BETON BERTULANG TIGA LANTAI Asroni, Ali
Eco Rekayasa: Jurnal Teknik Sipil Vol. 11. No.1, Maret 2015
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The aim of this research was to compare three and four floors of reinforce concrete portal design, and the  possibility of the addition of one floor above the three floors building based on building safety. Research was carried out by taking the example of two office building portals constructed in the earthquake zone-one. Both portals were made from the same sketch plan and designed in the full elastic system. The load combinations (dead load, live load, and earthquake load) were subjected to both portals. The loads complied with the Indonesian Code (Tatacara Perhitungan Struktur Beton Untuk Bangunan Gedung, SNI 03-2847-2002). The dimension of portal structures (beam, column, sloof, and foundations) and their reinforcements were properly designed to carry the loads. Based on the dimension of portal and their reinforcement obtained, a comparison could be made up of total reinforcing and spacing of begel on both portals, and the possibility of the addition of one floor above the three floors building. The results showed that the dimensions of the structure (column, sloof, and foundation) of four floors portal were bigger than three floors, had greater number of total longitudinal reinforcement (include of beam), and the begel space of edge beam was more tightly. Moreover, the addition of one floor above the three floors would be dangerous for building safety  and users.
PENAMBAHAN SATU LANTAI TINGKAT PADA PORTAL GEDUNG BETON BERTULANG TIGA LANTAI Asroni, Ali
Eco Rekayasa: Jurnal Teknik Sipil Vol. 11. No.1, Maret 2015
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The aim of this research was to compare three and four floors of reinforce concrete portal design, and the  possibility of the addition of one floor above the three floors building based on building safety. Research was carried out by taking the example of two office building portals constructed in the earthquake zone-one. Both portals were made from the same sketch plan and designed in the full elastic system. The load combinations (dead load, live load, and earthquake load) were subjected to both portals. The loads complied with the Indonesian Code (Tatacara Perhitungan Struktur Beton Untuk Bangunan Gedung, SNI 03-2847-2002). The dimension of portal structures (beam, column, sloof, and foundations) and their reinforcements were properly designed to carry the loads. Based on the dimension of portal and their reinforcement obtained, a comparison could be made up of total reinforcing and spacing of begel on both portals, and the possibility of the addition of one floor above the three floors building. The results showed that the dimensions of the structure (column, sloof, and foundation) of four floors portal were bigger than three floors, had greater number of total longitudinal reinforcement (include of beam), and the begel space of edge beam was more tightly. Moreover, the addition of one floor above the three floors would be dangerous for building safety  and users.
PENAMBAHAN SATU LANTAI TINGKAT PADA PORTAL GEDUNG BETON BERTULANG TIGA LANTAI Ali Asroni
Eco Rekayasa: Jurnal Teknik Sipil Vol. 11. No.1, Maret 2015
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The aim of this research was to compare three and four floors of reinforce concrete portal design, and the  possibility of the addition of one floor above the three floors building based on building safety. Research was carried out by taking the example of two office building portals constructed in the earthquake zone-one. Both portals were made from the same sketch plan and designed in the full elastic system. The load combinations (dead load, live load, and earthquake load) were subjected to both portals. The loads complied with the Indonesian Code (Tatacara Perhitungan Struktur Beton Untuk Bangunan Gedung, SNI 03-2847-2002). The dimension of portal structures (beam, column, sloof, and foundations) and their reinforcements were properly designed to carry the loads. Based on the dimension of portal and their reinforcement obtained, a comparison could be made up of total reinforcing and spacing of begel on both portals, and the possibility of the addition of one floor above the three floors building. The results showed that the dimensions of the structure (column, sloof, and foundation) of four floors portal were bigger than three floors, had greater number of total longitudinal reinforcement (include of beam), and the begel space of edge beam was more tightly. Moreover, the addition of one floor above the three floors would be dangerous for building safety  and users.
PENAMBAHAN SATU LANTAI TINGKAT PADA PORTAL GEDUNG BETON BERTULANG TIGA LANTAI Ali Asroni
Eco Rekayasa: Jurnal Teknik Sipil Vol. 11. No.1, Maret 2015
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The aim of this research was to compare three and four floors of reinforce concrete portal design, and the  possibility of the addition of one floor above the three floors building based on building safety. Research was carried out by taking the example of two office building portals constructed in the earthquake zone-one. Both portals were made from the same sketch plan and designed in the full elastic system. The load combinations (dead load, live load, and earthquake load) were subjected to both portals. The loads complied with the Indonesian Code (Tatacara Perhitungan Struktur Beton Untuk Bangunan Gedung, SNI 03-2847-2002). The dimension of portal structures (beam, column, sloof, and foundations) and their reinforcements were properly designed to carry the loads. Based on the dimension of portal and their reinforcement obtained, a comparison could be made up of total reinforcing and spacing of begel on both portals, and the possibility of the addition of one floor above the three floors building. The results showed that the dimensions of the structure (column, sloof, and foundation) of four floors portal were bigger than three floors, had greater number of total longitudinal reinforcement (include of beam), and the begel space of edge beam was more tightly. Moreover, the addition of one floor above the three floors would be dangerous for building safety  and users.
ANALISIS PENGARUH GENANGAN AIR LINGKUNGAN PADA PELAKSANAAN PROYEK HOTEL HARRIS & POP! SOLO TERHADAP BIAYA nur sahid; Jadi Abdurosid; Ali asroni; Dedi Darwanto
Eco Rekayasa: Jurnal Teknik Sipil Vol. 12. No. 2, September 2016
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Dengan semakin banyaknya bangunan hotel yang ada di kota Solo menyebabkan sedikitnya lahan yang tersedia untuk tempat parkir hotel. Oleh karena itu diperlukan sebuah tempat yang memadai dan berfungsi untuk lahan parkir pada bangunan hotel yang ada. Basement atau biasa disebut ruang bawah tanah adalah salah satu alternatif yang bisa berfungsi sebagai lahan parkir. Dalam pembuatan sebuah basement diperlukan proses penggalian tanah dengan elevasi tertentu di bawah muka tanah asli. Umumnya masalah yang timbul dalam pelaksanaan penggalian dalam pembuatan basement adalah keberadaan genangan air tanah yang terdapat di area galian. Salah satu cara untuk menjaga area galian tetap dalam keadaan kering adalah dengan menggunakan sistem groundwater control atau dewatering. Metode dewatering  yang digunakan adalah metode predrainage dan metode open pumping. Metode predrainage bekerja dengan menggunakan pompa permukaan yang memompa volume air sebesar 1035,2 liter sedangkan metode open pumping bekerja menggunakan pompa rendam yang memompa debit air rencana sebesar 1684,80 liter/menit. Total analisis biaya pelaksanaan dewatering adalah Rp 454.896.604,00 sedangkan perhitungan total biaya dari pihak kontraktor adalah Rp 483.400.000,00.
Co-Authors Abdul Rochman Abdurosid, Jadi Budi Setiawan Darwanto, Dedi Dedi Darwanto Jadi Abdurosid Moch. Solikin, Moch. Muhammad Naufal, Muhammad nur sahid Selvi Marcellia Styyogo, Lilo