Conversion of a Temporary Tent with Steel Frame into a Permanent Warehouse

被引:1
作者
Georgescu, Mircea [1 ,2 ]
Ungureanu, Viorel [1 ,2 ]
Grecea, Daniel [1 ,2 ]
Petran, Ioan [3 ]
机构
[1] Politehn Univ, CMMC Dept, Str IoanCurea 1, Timisoara, Romania
[2] Romanian Acad, Timisoara Branch, CCTFA, Bd Mihai Viteazul 24, Timisoara, Romania
[3] Tech Univ Cluj Napoca, Str Constantin Daicoviciu 15, Cluj Napoca 400020, Romania
来源
WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM - WMCAUS | 2017年 / 245卷
关键词
D O I
10.1088/1757-899X/245/2/022056
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The paper is dealing with the problem of a functional conversion (involving both architectural and structural issues) applied to the case of an industrial building. As well known, temporary tents, designed according to the European Code EN13782, represent a remarkable stake on the building market and a fast and practical solution for some situations. It is exactly the case approached by the paper, where the investor has initially decided to erect on his platform a provisional shelter for agricultural machines and subsequent staff, built of a light steel structure covered by PVC roofing and cladding. This temporary tent has been acquired from a specialized supplier in form of a series product. After using the tent for a number of years, the investor has decided to convert the existing structure from architectural and structural point of view by switching to a permanent structure designed accordingly. Important changes were thus imposed both to the architectural part (technological flows, openings, facades) and especially to the structural part where this switch imposed a re-design to the codes of permanent structures (especially as far as climatic loadings are concerned). The required architectural change implied the building of a 70 cm high concrete plinth and replacing the PVC membrane temporary roofing and cladding by permanent 60 mm thick PUR sandwich panels. Together with a new system of openings this has led to renewed facades of the buildings. As for the structural change, the required conversion has imposed a thorough checking of the existing steel structure (very slender and typical to a tent) in view of transforming it into a permanent structure. The consolidation measures of the existing galvanized steel structure are described, together with the measures applied at infrastructure level in order to implement the required conversion.
引用
收藏
页数:8
相关论文
共 4 条
[1]  
[Anonymous], 2005, 13782 EN
[2]  
Michalski A., P 6 EUR AFR C WIND E
[3]  
Tomabechi T., 1993, FUNDAMENTAL STUDY SN
[4]   AN ANALYSIS OF SNOW AND WIND LOADS COMBINATIONS BASED ON METEOROLOGICAL DATA [J].
Zuranski, J. A. ;
Sobolewski, A. .
ARCHIVES OF CIVIL ENGINEERING, 2016, 62 (04) :205-228