The Effect of Concrete Class on the Rough Building Construction Cost of Sports Halls to be Built in Different Earthquake Zones

Furkan Erbay; Murat Çavuş

Makale detayları

The Effect of Concrete Class on the Rough Building Construction Cost of Sports Halls to be Built in Different Earthquake Zones

Yazarlar:

Furkan Erbay | Murat Çavuş

Yayıncı:

Tokat Gaziosmanpasa University

Ana Başlıklar:

Betonarme Yapılar

Dergi:

Gaziosmanpaşa Bilimsel Araştırma Dergisi Vol.13 Issue 2, pp.52-63

Belge Tipi:

Makale

Yayın Tarihi:

11/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001331446

pISSN:

2146-8168

Anahtar kelimeler:

Özet:

 In every region of our country, many public facility investments are made by Ministries, Municipalities, and other institutions. Some of these investments are directed towards indoor sports halls. In addition to being structures where people of all age groups actively use and watch sports competitions, it is important that they remain intact in the event of a possible disaster. For this reason, the structural design and construction of sports halls should be meticulously carried out considering not only their primary purpose of construction but also their usability in disaster situations. The fact that a large part of our country is under high earthquake risk makes the possible post-earthquake use of these structures important. For this reason, it is essential for these structures to be resistant to possible earthquakes and to have a suitable design for their construction costs. For this reason, architectural and static analyses of such structures should be carried out meticulously. This study analyzed three different types of sports halls in different earthquake zones according to four concrete classes. Numerical modeling was carried out using a computer program, and the concrete, iron, and mold quantities forming the rough structure were obtained for each region and concrete class. Then, the Ministry of Environment, Urbanization, and Climate Change calculated the rough construction costs by considering the unit prices of 2024. In these analyses, when it became necessary to make changes in the dimensions of the structural elements during modeling, the effect of this situation on the construction cost was also evaluated. The structural analysis program Sta4CAD was used to model the sports halls according to variable conditions. The data obtained from the study were presented and discussed through graphs and tables.

 In every region of our country, many public facility investments are made by Ministries, Municipalities, and other institutions. Some of these investments are directed towards indoor sports halls. In addition to being structures where people of all age groups actively use and watch sports competitions, it is important that they remain intact in the event of a possible disaster. For this reason, the structural design and construction of sports halls should be meticulously carried out considering not only their primary purpose of construction but also their usability in disaster situations. The fact that a large part of our country is under high earthquake risk makes the possible post-earthquake use of these structures important. For this reason, it is essential for these structures to be resistant to possible earthquakes and to have a suitable design for their construction costs. For this reason, architectural and static analyses of such structures should be carried out meticulously. This study analyzed three different types of sports halls in different earthquake zones according to four concrete classes. Numerical modeling was carried out using a computer program, and the concrete, iron, and mold quantities forming the rough structure were obtained for each region and concrete class. Then, the Ministry of Environment, Urbanization, and Climate Change calculated the rough construction costs by considering the unit prices of 2024. In these analyses, when it became necessary to make changes in the dimensions of the structural elements during modeling, the effect of this situation on the construction cost was also evaluated. The structural analysis program Sta4CAD was used to model the sports halls according to variable conditions. The data obtained from the study were presented and discussed through graphs and tables.

 In every region of our country, many public facility investments are made by Ministries, Municipalities, and other institutions. Some of these investments are directed towards indoor sports halls. In addition to being structures where people of all age groups actively use and watch sports competitions, it is important that they remain intact in the event of a possible disaster. For this reason, the structural design and construction of sports halls should be meticulously carried out considering not only their primary purpose of construction but also their usability in disaster situations. The fact that a large part of our country is under high earthquake risk makes the possible post-earthquake use of these structures important. For this reason, it is essential for these structures to be resistant to possible earthquakes and to have a suitable design for their construction costs. For this reason, architectural and static analyses of such structures should be carried out meticulously. This study analyzed three different types of sports halls in different earthquake zones according to four concrete classes. Numerical modeling was carried out using a computer program, and the concrete, iron, and mold quantities forming the rough structure were obtained for each region and concrete class. Then, the Ministry of Environment, Urbanization, and Climate Change calculated the rough construction costs by considering the unit prices of 2024. In these analyses, when it became necessary to make changes in the dimensions of the structural elements during modeling, the effect of this situation on the construction cost was also evaluated. The structural analysis program Sta4CAD was used to model the sports halls according to variable conditions. The data obtained from the study were presented and discussed through graphs and tables.

 Ülkemizin her bölgesinde, Bakanlıklar, Belediyeler ve diğer kurumlar tarafından birçok kamu tesisi yatırımı gerçekleştirilmektedir. Bu yatırımların bir kısmı da kapalı spor salonlarına yönelmektedir. Spor salonları, her yaş grubundan insanın aktif olarak kullanıp spor müsabakalarını izlediği yapılar olmasının yanı sıra, olası bir afet durumunda da sağlam kalması büyük önem taşımaktadır. Bu nedenle, spor salonlarının yapısal tasarımı ve inşası esas yapım amacı yanında afet durumlarında kullanılabilirliği de göz önünde bulundurularak titizlikle yapılmalıdır. Ülkemizin büyük bir bölümünün yüksek deprem riski altında olması bu yapıların olası deprem sonu kullanımlarını önemli hale getirmektedir. Bu sebeple bu yapıların olası depremlere dayanıklı ve inşa maliyetinin de uygun bir tasarımda yapılması oldukça önemlidir. Bu sebeple bu tür yapıların mimari ve statik çözümlemelerinin titizlikle yürütülmesi gerekmektedir. Bu çalışmada, farklı deprem bölgelerinde üç farklı tip spor salonu dört farklı beton sınıfına göre analiz edilmiştir. Sayısal modellemeler bilgisayar programı kullanılarak gerçekleştirilmiş ve her bölge ve beton sınıfı için kaba yapıyı oluşturan beton, demir ve kalıp metrajları çıkarılmıştır. Ardından, Çevre, Şehircilik ve İklim Değişikliği Bakanlığı tarafından 2024 yılı birim fiyatları dikkate alınarak kaba yapı maliyetleri hesaplanmıştır. Bu analizlerde, modelleme sırasında yapı elemanlarının boyutlarında değişiklik yapılması gerekliliği ortaya çıktığında, bu durumun yapı maliyetine olan etkisi de ayrıca değerlendirilmiştir. Spor salonlarının değişken koşullara göre modellemesi için yapısal analiz programı olan Sta4CAD kullanılmıştır. Çalışmanın sonucunda elde edilen veriler, grafikler ve tablolar aracılığıyla sunulmuş ve tartışılmıştır.

Makale detayları

The Effect of Concrete Class on the Rough Building Construction Cost of Sports Halls to be Built in Different Earthquake Zones

Yazarlar:

Furkan Erbay | Murat Çavuş

Yayıncı:

Tokat Gaziosmanpasa University

Ana Başlıklar:

Betonarme Yapılar

Dergi:

Gaziosmanpaşa Bilimsel Araştırma Dergisi Vol.13 Issue 2, pp.52-63

Belge Tipi:

Makale

Yayın Tarihi:

11/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001331446

pISSN:

2146-8168

Sports Halls

Structural Analysis

Cost

Concrete Class

Earthquake ZoneSpor Salonları

Yapı Analizi

Maliyet

Beton Sınıfı

Deprem Bölgesi

Sayı

Makale detayları

Yazarlar: Furkan Erbay | Murat Çavuş

Yayıncı: Tokat Gaziosmanpasa University

Ana Başlıklar: Betonarme Yapılar

Dergi: Gaziosmanpaşa Bilimsel Araştırma Dergisi Vol.13 Issue 2, pp.52-63

Belge Tipi: Makale

Yayın Tarihi: 11/2024

Belge Dili: Türkçe

Document ID (Org No.): 2001331446

pISSN: 2146-8168

Sayı

Yazarlar:

Furkan Erbay | Murat Çavuş

Yayıncı:

Tokat Gaziosmanpasa University

Ana Başlıklar:

Betonarme Yapılar

Dergi:

Gaziosmanpaşa Bilimsel Araştırma Dergisi Vol.13 Issue 2, pp.52-63

Belge Tipi:

Makale

Yayın Tarihi:

11/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001331446

pISSN:

2146-8168