Article Per Year (5 Year)
p-Index From 2021 - 2026
2.18
P-Index
This Author published in this journals
All Journal AMALIAH: JURNAL PENGABDIAN KEPADA MASYARAKAT Jurnal Abdimas PHB : Jurnal Pengabdian Masyarakat Progresif Humanis Brainstorming Jurnal Teknik Sipil dan Teknologi Konstruksi Jurnal Nasional Pengelolaan Energi MigasZoom Pena : Jurnal Ilmu Pengetahuan dan Teknologi Teknika Jurnal Konstruksi PENA ABDIMAS : Jurnal Pengabdian Masyarakat Joong-Ki SEMINAR TEKNOLOGI MAJALENGKA (STIMA)
Dwi Kumalasari
Program Studi D4 Teknik Konstruksi, Fakultas Teknik, Universitas Pekalongan
Religion Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

Published : 19 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 19 Documents
Search

 1   2 
PERENCANAAN RUANG TERBUKA HIJAU DI PERUMAHAN BRD RESIDENCE KOTA PEKALONGAN Tisnawati Tisnawati; Dwi Kumalasari
Pena Jurnal Ilmu Pengetahuan Dan Teknologi Vol 32, No 1 (2018): Pena Maret 2018
Publisher : LPPM Universitas Pekalongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31941/jurnalpena.v32i1.838

Abstract

Green Public Space is an open social facility where all people can use it. The green public space it self is functioned as a social facility, such as children's playground, place to relax, and a place to exercise, green public space can also be used as a water catchment area that can be used for reducing the occurrence of inundation and flooding. It is expected that the presence of green public space in the housing environment can improve the quality of the surrounding environment, as the identity of this housing, and can also be added value for BRD Residence housing. Designing a comfortable green public space for residents to visit in particular and residents of Pringrejo Village in general and to find out how much the budget plan is needed to build a green public space in the BRD Residence housing. From the results of the survey pad a measurement of the study location obtained a land area of 1148 m2 with a length of 82 m and a width of 14 m, while from the results of analysis, this green public space is a type of park RW. In calculating the budget plan for planning the green public space or park RW, the total cost needed for the construction of green public space is Rp 410.000.000,00 consisting of 5 jobs, including; paving work of Rp 91.618.355,55, playground work of Rp 67.983.960,74, jogging track Rp 45.031.556,25, gazebo work in the amount of Rp 151.351.789,08, and in the flower garden work of Rp 54,018,901.72.Keywords: Green Open Space, Planning, Costs.
PENATAAN SISTEM DRAINASE PERMUKIMAN BERBASIS MASYARAKAT DENGAN METODE PERENCANAAN PARTISIPATIF DI KELURAHAN PONCOL KECAMATAN PEKALONGAN TIMUR Dwi Kumalasari; Tisnawati Tisnawati
Pena Jurnal Ilmu Pengetahuan Dan Teknologi Vol 32, No 1 (2018): Pena Maret 2018
Publisher : LPPM Universitas Pekalongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31941/jurnalpena.v32i1.933

Abstract

is the case of puddle that occurred in Kelurahan Poncol Kecamatan Pekalongan Timur which resulted from damage to the drainage or less optimal drainage performance. Drainage damage is often caused by the community around the settlement. The low sense of ownership and responsibility for maintaining drainage is what causes drainage to not function optimally. Therefore, structuring the settlement drainage system using participatory methods aimed at increasing community participation and involvement in handling puddle problems, so that the drainage system built can be sustainable and foster a sense of community ownership of existing drainage. Based on the results of this method, planning by involving students functions more optimally than planning that does not involve the community. This is because the community is more aware of the location of the arrangement of the drainage system that will be planned.
PENGARUH PENAMBAHAN ABU AMPAS TEBU DAN SUPERPLASTICIZER TERHADAP KUAT TEKAN BETON Tisnawati Tisnawati; Dwi Kumalasari
Pena Jurnal Ilmu Pengetahuan Dan Teknologi Vol 33, No 1 (2019): PENA MARET 2019
Publisher : LPPM Universitas Pekalongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31941/jurnalpena.v33i1.821

Abstract

Concrete added material is an ingredient other than a constituent of concrete added to the concrete mix, before, immediately, or during concrete stirring. Added ingredients that are mixed on the concrete mix are intended to change one or more of the concrete properties while still fresh or hardened, for example the nature of the workmanship is easier, the nature of binding faster, get more plastic fresh concrete, faster rate of strength or compressive strength which is generated larger. The added ingredients used are ashes baggase (baggase ash) and supperplasticizer, and in this study itself aims to find out how much influence the addition of bagasse ash and superplasticizer sikament NN to the compressive strength of concrete, so it can be known how the optimum percentage of bagasse ash cement that produces maximum compressive strength of concrete. Planning of concrete mixture in this research using trial method by taking 5 variation of ash bagasse, 0%, 5%, 10%, 15%, 20% from cement weight and 4 variations of superplasticizer addition that is 0%, 1% , 1.5% of the weight of cement. Testing of concrete compressive strength as much as 60 specimens carried out at the age of 28 days. Based on the result of this research, it can be concluded that maximum compressive strength value in concrete is found on ash bagasse 15% and superplasticizer 1.5% with an average compressive strength of 34,991 Mpa or an increase of 17,790%. From the results of this study, it can be concluded that the use of bagasse ash and superplasticizer can increase the compressive strength of concreteKeywords: Compressive strength, Baggase Ash, Superplasticizer.
ANALISIS EFEKTIVITAS FLYOVER JATINGALEH BERBASIS MANAJEMEN TRANSPORTASI SEBAGAI SOLUSI KEMACETAN Dwi Kumalasari; Tisnawati Tisnawati
Pena Jurnal Ilmu Pengetahuan Dan Teknologi Vol 32, No 2 (2018): PENA SEPTEMBER 2018
Publisher : LPPM Universitas Pekalongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31941/jurnalpena.v32i2.1078

Abstract

Semarang is one of big city in Indonesia with a lot of activities in everyday. As the capital city of Central Java Province, Semarang City gives an active contribution which be related with the movement as human, goods and services. The movements that occurs to form knot of traffic so that give rise to traffic jam as seen on Jatingaleh Street. Because of this, it needs to be done an improvement of the capacity of a flyover and transportation management that supports it. This research aims to given flyover models based on transportation management and the policies are related in the transportation system so that is expected to overcome the traffic jam and give benefits which is in lin with the development of the city. In this research, do an analysis of Jatingaleh Street Semarang before availability the flyover and after availibility the flyover than be managed which is conformed with traffic conditions of Jatingaleh Street. Based on the calculation, after the flyover and be done manage reduction in the volume of vehicles was reduced by 4,61 % for light vehicles (LV), 2,63% for heavy vehicles (HV) and 86,59 % for motorcycle (MC) .
Analisa Perhitungan Struktur Atas Bangunan Gedung Perkantoran Di Wilayah Kota Pekalongan Tisnawati Tisnawati; Dwi Kumalasari
Pena Jurnal Ilmu Pengetahuan dan Teknologi Vol 37, No 1 (2023): PENA MARET 2023
Publisher : LPPM Universitas Pekalongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31941/jurnalpena.v37i1.2889

Abstract

Infrastructure development in Indonesia experiences rapid development every year, including in Pekalongan City. Infrastructure development in Pekalongan City starts from the construction of roads, buildings, public facilities, and so on. The Pekalongan City Government has made an alternative that is in accordance with the above conditions, namely by constructing offices to improve or meet the needs of public facilities and realize sustainable infrastructure progress. The construction of existing high-rise buildings must be properly planned in accordance with applicable regulations. Based on SNI 2847-2013, regarding calculation procedures for buildings, it is explained that the loads that must be calculated for planning a structure are dead loads, live loads, wind loads, earthquake loads, and combinations of these loads. The building under review is a two-storey office building with reinforced concrete construction. The analysis is carried out with the help of the SAP computer program. Before analyzing, first make a working drawing design with the help of the Autocad program. The final results in this study are in the form of dimensions of structural elements that are planned to be strong and resistant to loads and economical in terms of cost. While the analysis of the main structure in the form of plates, beams, and columns.
Uji Karakteristik Pasir Padas Giling dan Pengaruhnya Terhadap Kuat Tekan Beton Tisnawati Tisnawati; Annas Firman; Dwi Kumalasari; Nauval Rabbani
Jurnal Konstruksi Vol 21 No 1 (2023): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.21-1.1279

Abstract

Beton merupakan bahan bangunan yang terbentuk dari campuran semen, agregat kasar, agregat halus dan air. Agregat halus dapat berupa pasir alam sebagai hasil disintregasi alami batuan ataupun pasir yang dihasilkan oleh industri pemecah batu dan mempunyai ukuran butir lebih kecil dari 5 mm atau lolos saringan no.4. Penggantian agregat halus dengan padas giling merupakan salah satu alternatif sebagai pengganti agregat halus tanpa mengubah mutu beton yang direncanakan. Pada penelitian ini, mutu beton yang direncanakan yaitu K.250 dengan metode eksperimen dengan mengambil 5 variasi penggantian agregat halus. Variasi tersebut antara lain, 100 % padas giling, 25 % padas giling 75% muntilan, 50% padas giling dan muntilan, 75 % padas giling 25 % muntilan, dan 100% muntilan. Berdasarkan hasil penelitian, dapat disimpulkan bahwa dengan menggunakan penggantian 100% pasir padas giling kuat tekan masih sesuai dengan mutu beton rencana, yaitu dengan hasil 18,22 MPa diumur beton 14 hari dan 20,42 Mpa diumur beton 28 hari. Semakin banyak pasir padas giling yang digunakan semakin rendah kuat tekan yang diperoleh, meskipun masih sesuai dengan kuat tekan beton yang sudah direncanakan. Kuat tekan maksimum yang diperoleh pada variasi beton 100% pasir muntilan umur 28 hari yaitu 26,24 MPa.
Evaluasi Kondisi dan Pemeliharaan Utilitas Sistem Proteksi Kebakaran Aktif pada Bangunan Gedung (Studi Kasus Gedung F Universitas Pekalongan) Dwi Kumalasari; Muhamad Fajar Febriansyah; Tisnawati Tisnawati
Teknika Vol 18, No 2 (2023): Oktober
Publisher : Universitas Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26623/teknika.v18i2.7987

Abstract

Sistem proteksi kebakaran aktif adalah sistem proteksi kebakaran yang memiliki pendeteksi kebakaran secara manual maupun otomatis. Sistem proteksi kebakaran aktif di Gedung F Universitas Pekalongan memberikan manfaat besar dalam manajemen kebakaran. Gedung F Universitas Pekalongan memiliki beberapa utilitas sistem proteksi kebakaran aktif yaitu sistem alarm kebakaran, sistem detektor kebakaran, sistem sprinkler, sistem hidran gedung, sistem pencahaayan darurat, sistem listrik darurat dan APAR (alat pemadam api ringan). Dari sinilah tujuan dari penelitian adalah mengevaluasi sistem proteksi kebakaran aktif pada Gedung F Universitas Pekalongan. Untuk kondisi dari sistem tersebut sudah sesuai dengan Peraturan Menteri Pekerjaan Umum No. 26/PRT/M/2008 tentang Persyaratan Teknis Sistem Proteksi Kebakaran pada Bangunan Gedung dan Lingkungan dengan tingkat keandalan dari baik, cukup atau sedang hingga kurang. Dari tingkat keandalan kondisi tersebut maka diperlukannya pemeliharaan yang tepat untuk menjaga sistem proteksi kebakaran aktif agar selalu berfungsi dengan semestinya. Pemeliharaan tersebut bersifat pemeliharaan rutin, pemeliharaan berkala hingga perbaikan atau pergantian sistem yang sudah mendekati kadaluarsa dan sudah tidak berfungsi dan kondisi alat pada sistem proteksi kebakaran Gedung F Universitas Pekalongan memiliki tingkat keandalan sebesar 80% yang berarti berfungsi dengan baik. 
Perhitungan Biaya Pelaksanaan Konstruksi Pelat Lantai Beton dan Panel Lantai Pada Proyek Puskesmas Petungkriyono Kabupaten Pekalongan Dwi Kumalasari; Rizqi Ihsan Nur Muhammad; Annas Firman; Tisnawati Tisnawati; Muhammad Abdul Malik Annasir; Nauval Rabbani; Anindita Baskoro Adiyaksa
Pena: Jurnal Ilmu Pengetahuan dan Teknologi Vol 38, No 1 (2024): PENA MARET 2024
Publisher : LPPM Universitas Pekalongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31941/jurnalpena.v38i1.4395

Abstract

Perkembangan teknologi pada dunia konstruksi memberikan kemudahan dalam pelaksanaan pekerjaan konstruksi. Bermacam usaha dilakukan untuk mempercepat dan memudahkan tanpa mengurangi kualitas dari pekerjaan, bahan bangunan, dan konstruksinya. Termasuk dalam pelaksanaan pekerjaan pelat lantai dengan menggunakan panel lantai untuk mempercepat dan memudahkan pekerjaan pelat lantai bangunan bertingkat. Penelitian ini memiliki tujuan untuk mengetahui perbandingan anggaran biaya pekerjaan pelat beton konvensional dengan panel lantai dan mengetahui selisih biaya pekerjaan pelat lantai beton konvensional dan panel lantai. Penelitian ini dilakukan pada proyek pembangunan Puskesmas Petungkriyono Kabupaten Pekalongan. Hasil dari penelitian ini yaitu biaya pelaksanaan panel lantai lebih murah yaitu sebesar Rp 96.814.615,65 dibandingkan dengan pelat konvensional dengan nilai Rp 162.879.434,07 dengan selisih biaya sebesar Rp. 66.064.818,42 atau sekitar 59,44% lebih murah menggunakan panel lantai dibandingkan pelat lantai beton konvensional. Kata Kunci : Pelat lantai beton konvensional, panel lantai, perbandingan anggaran biaya, selisih biaya
Pengaruh Agregat Kasar Batu Kali Manggaran Dan Batu Pecah Tapa Utama Terhadap Kuat Tekan Beton Pada Bangunan Struktur wati, Tisna; Firman, Annas; Kumalasari, Dwi; Annasir, Muhammad Abdul Malik; Rabbani, Nauval; Syakifudin, Riza; Alfin, Yusuf
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.9413

Abstract

Abstract Good quality concrete is concrete whose basic ingredients are also of good quality. One of the ingredients that make up concrete that determines the compressive strength of concrete is coarse aggregate. Coarse aggregate itself is a resource that is easy to obtain, widely available in nature and in various types. According to its origin, coarse aggregate used as a building material for concrete can be divided into two, namely natural aggregate obtained from rivers and artificial aggregate obtained from crushed stone.  This research was carried out using 3 variations, namely 100% Kali Manggaran stone, 100% Tapa Utama crushed stone, and a combination of 50% Manggaran 50% Tapa Utama with a plan to use concrete quality K225 or 18.68 MPa, according to the minimum requirements of the concrete quality plan for structural work. The results of the research show that the use of 100% Manggaran river stone at a concrete age of 14 days is 14,834 MPa and 18,117 MPa. Meanwhile, the use of 100% crushed stone tapa Utama obtained a concrete compressive strength of 17,256 MPa at a concrete age of 14 days and 21,045 MPa at an age of 28 days and was in accordance with the planned concrete quality. The maximum compressive strength is the 100% crushed stone tapa Utama concrete variation with a concrete age of 28 days. Keywords: Coarse Aggregate, Compressive Strength of Concrete, Manggaran River Stone, Tapa Utama Crushed Stone 
Pendampingan Perencanaan Pengembangan Madrasah Ibtidaiyah Muhammadiyah Kauman Wiradesa Rabbani, Nauval; Tisnawati, Tisnawati; Kumalasari, Dwi; Firman, Annas; Nugroho, Pamuji; Zulfa, Naila
Jurnal Pengabdian Masyarakat Progresif Humanis Brainstorming Vol 7, No 1 (2024): Jurnal Abdimas PHB : Jurnal Pengabdian Masyarakat Progresif Humanis Brainstormin
Publisher : Politeknik Harapan Bersama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30591/japhb.v7i1.6234

Abstract

Sarana dan prasarana sekolah atau madrasah merupakan komponen penting yang perlu dikelola dengan baik untuk mendukung proses pendidikan. Dalam rangka menghadapi peningkatan jumlah siswa baru, perlu dilakukan penambahan ruang kelas untuk meningkatkan kapasitas penerimaan. Selain itu, pembuatan perpustakaan sebagai tempat siswa membaca dan belajar, serta ruangan serbaguna yang dapat digunakan untuk kegiatan ekstrakurikuler, juga menjadi bagian penting dari manajemen sarana dan prasarana sekolah. Madrasah Ibtidaiyah Muhammadiyah (MIM) di Kelurahan Kauman, Kecamatan Wiradesa, Kabupaten Pekalongan memiliki rencana untuk membangun sebuah bangunan yang akan difungsikan sebagai ruang kelas, perpustakaan, dan ruang serbaguna. Untuk memastikan bahwa bangunan yang akan dibangun sesuai dengan harapan pihak sekolah dan yayasan, diperlukan pendampingan dalam tahap perencanaan yang meliputi pembuatan desain dan estimasi anggaran biaya. Dalam hal ini, tim Pengabdian kepada Masyarakat (PkM) dari Program Studi Teknik Konstruksi Universitas Pekalongan memberikan pendampingan dalam proses perencanaan tersebut. Tujuan dari pendampingan ini adalah memastikan bahwa desain bangunan memenuhi kebutuhan sekolah dan yayasan, serta membantu dalam menentukan anggaran biaya yang diperlukan. Metode berupa pendampingan digunakan untuk memastikan dokumen perencanaan yang dibuat dapat selesai dan pihak MIM Kauman Wiradesa mampu memahami dokumen perencanaan yang sudah dibuat. Proses pendampingan dimulai dari survei lokasi, perhitungan struktur bangunan, pembuatan gambar desain bangunan, dan pembuatan rencana anggaran biaya bersama mitra yang terdiri dari kepala sekolah dan tim yayasan. Dengan adanya pendampingan tersebut, diharapkan pembangunan bangunan baru dapat dilakukan dengan efisien dan sesuai dengan kebutuhan Madrasah Ibtidaiyah Muhammadiyah di Kelurahan Kauman, Kecamatan Wiradesa, Kabupaten Pekalongan.
Co-Authors Adiyaksa, Anindita Baskoro Agung Wahyudi , Pribadi Agung, Pribadi Alfin, Yusuf Anindita Baskoro Adiyaksa Annas Firman Annasir, M. Abdul Malik Annasir, Malik Chassy Arsenna, Ariel Eva Nurdiati, Rani Fadhillah, Naela HARIYANTO HARIYANTO Imawan, Adhe Latifah, Evi Malik A, M. Abdul Malik Annasir, M. Abdul Malik, Muhammad Muhamad Fajar Febriansyah Muhammad Abdul Malik Annasir Muhammad Naoval Haris Muhammad, Rizqi Ihsan Nur Naila Zulfa Nauval Rabbani Nugroho, Pamuji Nurdiati, Rani Eva Rizqi Ihsan Nur Muhammad Rokhmawati, Tri Indah Syakifudin, Riza Tisnawati TISNAWATI M.Kep Tisnawati Tisnawati Trilaksono, Fizal wati, Tisna Zaenul, Reza Zulfan, M. Dwi