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Journal articles on the topic 'Aluminium Curtain Walls'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 February 2022

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1

Naqash, Muhammad Tayyab, Antonio Formisano, and Gianfranco De Matteis. "Aluminium Framing Members in Facades." Key Engineering Materials 710 (September 2016): 327–32. http://dx.doi.org/10.4028/www.scientific.net/kem.710.327.

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Curtain wall systems are considered as envelop of a building, generally made of a lightweight material such as aluminium. The curtain wall façade does not carry any weight from the building, rather it transfers loads that are incident upon it to the main building structure through connections with floors or columns. This paper addresses some key issues in satisfying the respective limit state design checks. Two mullion profiles 85mm and 125mm deep of three manufacturers are analysed showing that the different extrusions of mullion profiles does not have any drastic effect on its structural be

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2

Liu, Yang, JS Kuang, and BYB Chan. "Flexural behaviour of fibre-reinforced polymer–aluminium sandwich curtain walls." Journal of Sandwich Structures & Materials 20, no. 7 (2017): 783–810. http://dx.doi.org/10.1177/1099636216681193.

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A new type of fibre-reinforced polymer–aluminium sandwich curtain wall panel, which consists of layers of aluminium plate, fibre-reinforced polymer plate, foam core and gypsum board, was proposed to achieve high strength and stiffness, efficient energy saving and good fire resistance for the modern curtain wall systems in buildings. An experimental study was conducted to investigate the flexural behaviour of the fibre-reinforced polymer–aluminium composite curtain wall panels. Three groups of large-scale specimens with different thickness of foam core with and without a phase change material l

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3

Trifonov, Stefan, and Dimitar Dakov. "ACCOMMODATION OF STRUCTURAL MOVEMENT IN GLASS-ALUMINIUM CURTAIN WALLS." Czech Journal of Civil Engineering 1, no. 1 (2015): 65–73. http://dx.doi.org/10.51704/cjce.2015.vol1.iss1.pp65-73.

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The problems of the structural movements of buildings and their effects on the building envelopes are discussed in this paper. The widely used methodology for assessing the capacity of curtain wall systems to accommodate different modes of building movement is explained and discussed. It is identified how generic types of structural movement such as live load deflection of floor structures and wind and earthquake induced building sway act on different types of glass-aluminium curtain wall systems. As there is a considerable lack of understanding between the disciplines as to which actual types

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4

Ambroziak, A., M. T. Solarczyk, and A. Biegus. "Numerical and Analytical Investigation of Aluminium Bracket Strengthening." Archives of Civil Engineering 64, no. 2 (2018): 37–54. http://dx.doi.org/10.2478/ace-2018-0015.

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AbstractThis paper focuses on an analytical and numerical investigation of aluminium brackets used to fasten light-weight curtain walls to building facilities. The authors propose a solution to increase the load capacity of aluminium brackets by means of additional cover plates (straps). This paper also includes a short survey of literature and material properties concerning the EN AW-6060 T6 aluminium alloy. This paper suggests an initiation of a comprehensive investigation on aluminium brackets.

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5

Ambroziak, A. "Mechanical Properties of Aluminium Bracket Strengthening." Archives of Civil Engineering 65, no. 4 (2019): 203–16. http://dx.doi.org/10.2478/ace-2019-0055.

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AbstractThe aim of the research is laboratory investigation of aluminium brackets employed to fasten lightweight curtain walls to building facilities. Tensile loads perpendicular to end plates (vertical) were applied here. The author focused on the solutions intended to increase the load-carrying capacity of aluminium brackets applying the plain washer form A (DIN 125; ISO 7089), plain washer with an outer diameter about 3d (DIN 9021; ISO 7093) and additional cover plates (straps) in the location of bolt anchoring on the base plate. The aluminium brackets were tested on a steel base and concre

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6

Bârnaure, Mircea, and Mihai Voiculescu. "THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING." Mathematical Modelling in Civil Engineering 9, no. 4 (2013): 1–8. http://dx.doi.org/10.2478/mmce-2013-0013.

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Abstract The paper proposes a numerical model to estimate the structural behaviour of a stickbuilt glazed curtain wall system subjected to an imposed displacement of the supports in the plane of the wall. We discuss the role of the parameters that influence on the maximum inter-storey drift corresponding to the service limit state of the wall. The considered parameters are the dimensions of the glazed panel, the gap between the panel and the aluminium frame and the gap between the supports and the mullions. We discuss the problem of remnant deformation of glazed panels, and of misalignment as

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7

Lee, Adam D., Paul Shepherd, Mark C. Evernden, and David Metcalfe. "Optimizing the architectural layouts and technical specifications of curtain walls to minimize use of aluminium." Structures 13 (February 2018): 8–25. http://dx.doi.org/10.1016/j.istruc.2017.10.004.

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8

Han, Ze Guang, Xin Fang Song, and Rui Qin Hao. "The Assembled Structure Analysis of Energy Conservation and Material Saving Unit Sheet Aluminum Curtain Wall." Advanced Materials Research 243-249 (May 2011): 6165–68. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.6165.

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The joint between all plains in unit sheet aluminum curtain wall which is hanged on main body architecture is plugboard combination. The change of ambient temperature and wind load generates the change of expansion joints, which are the performance index of curtain wall required gas and water tightness, among curtain walls and suspension members. Thus obtained value of expansion joint among curtain walls is very important to guide the curtain wall’s installation. Here, an assemble structure model of curtain wall has firstly been established, the changing law of expansion joints among curtain w

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9

Tong, Lu, Wang Shuai, Li Wenxiang, et al. "The construction and application of the unit curtain wall system of the steel-aluminum combination." E3S Web of Conferences 283 (2021): 01009. http://dx.doi.org/10.1051/e3sconf/202128301009.

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Curtain walls are widely used in the epidermis of buildings. At present, the unit curtain wall system production frame is mainly aluminum profile. But taking into account the weak aluminum strength and soft characteristics, the existing curtain wall often ensure the frame carrying capacity by increasing the amount of aluminum per unit area, which makes the high curtain wall costs. At the same time, the nodes of its production process are complex and require higher functions of production equipment. In this paper, a unit curtain wall system of steel-aluminum combination is proposed, which has t

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10

Zhang, Qiao, Yue Liu, and Shi Shi Wang. "Unit Type Curtain Wall Mullions to Strengthen the Design and Structure Calculations." Applied Mechanics and Materials 275-277 (January 2013): 989–93. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.989.

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During the design process of Unit type curtain wall, there are lots of problems which are worthy of exploring and need to be addressed. Through the International Plaza curtain wall engineering, the methodology of design is that forming a cross-section of steel and aluminum combination by inserting steel ferrule in to unit male frame and the female frame; meanwhile, by using a reasonable design to the shape and size, we can meet the requirement of the overall strength and stiffness of the unit mullion. Mechanical model, actual design of the project parameters and drawing conditions, which detai

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11

Leśniak, Agnieszka, Monika Górka, and Damian Wieczorek. "Identification of factors shaping tender prices for lightweight." Przegląd Naukowy Inżynieria i Kształtowanie Środowiska 28, no. 2 (2019): 171–82. http://dx.doi.org/10.22630/pniks.2019.28.2.16.

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A reliable estimation of the tender prices for lightweight curtain walls is a complex and time-consuming process for the contractor, as it depends on many factors related to both the technical parameters of the designed façade and the investor’s requirements for the solutions selected. The aim of the paper is to identify the factors affecting the costs of manufacturing lightweight curtain walls. Data regarding the complexity of curtain wall construction costs was obtained on the basis of the analysis of project documentation, cost estimates and as-built accounts for selected 50 public building

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12

Bedon, Chiara, and Claudio Amadio. "Passive Control Systems for the Blast Enhancement of Glazing Curtain Walls Under Explosive Loads." Open Civil Engineering Journal 11, no. 1 (2017): 396–419. http://dx.doi.org/10.2174/1874149501711010396.

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Glass curtain walls are used in modern buildings as envelopes for wide surfaces due to a multitude of aspects. In glass curtain walls, tensile brittle panels are connected - through mechanical or adhesive joints - with steel frameworks or aluminum bracing systems, and due to the interaction of several structural components, the behaviour of the so assembled system is complex to predict, especially under exceptional loading conditions such as explosive events. In the paper, glazing curtain walls are investigated by means of Finite-Element (FE) numerical simulations, under the effect of air blas

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13

Han, Ze Guang, Zhi Wei Li, Rui Qin Hao, Tao Han, and Jian Fen Yang. "The Optimal Structural Design of Energy Conservation and Weight Reduction Sprung Parts of Unit Aluminum Plate Curtain Wall." Applied Mechanics and Materials 148-149 (December 2011): 180–83. http://dx.doi.org/10.4028/www.scientific.net/amm.148-149.180.

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In this paper, the parameter and optimal model of the sprung parts of unit aluminum plate curtain wall has been proposed, and its analysis software has also been programmed based on the APDL Language of ANSYS. The optimal dimensions of the sprung parts of unit aluminum plate curtain-wall have been obtained under the most dangerous working conditions by using our software. The goals of the automation of design, small size and light weight for the sprung parts are easily realized, and the protection of weight reduction, lower cost and less material reserve has also been gotten in the curtain wal

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14

Skejić, Davor, Mladen Lukić, Nebojša Buljan, and Hrvoje Vido. "Lateral Torsional Buckling of Split Aluminium Mullion." Key Engineering Materials 710 (September 2016): 445–50. http://dx.doi.org/10.4028/www.scientific.net/kem.710.445.

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Curtain wall industry is the major user of aluminium as a structural material in buildings, with two basic curtain wall systems: stick and unitised. The latter is preassembled in shops, with the main feature that frame profiles are split in two interlocking halves. Such cross sections are complex, open and prone to lateral torsional buckling. General formulas for the calculation of elastic critical moment for lateral-torsional buckling are provided in the EN 1999-1-1, with a long and complicated procedure for non-symmetrical sections which makes it pretty impractical for everyday use. The prob

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15

Vijayalakshmi, M. M. "Advances in Photovoltaic Materials for Building Integration." Applied Mechanics and Materials 766-767 (June 2015): 489–93. http://dx.doi.org/10.4028/www.scientific.net/amm.766-767.489.

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Solar energy is inexhaustible and renewable energy, lower in cost, sustainable and independent resource for producing electricity through photovoltaic systems. Building Integrated Photovoltaic (BIPV) system became one of the most promising technologies and recently experienced extraordinary growth. There is a consensus that these advancements lead to novel methods of domestic energy generation. This paper deals with design and analysis of unitized curtain wall with photovoltaic system for a proposed office building, which is having Curtain wall area of 4890 m2. Using photovoltaic system in Uni

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16

Zhao, Chun Zhi, Yi Liu, Quan Jiang, and Shi Wei Ren. "Test and Optimal Design of New Type Aluminum-Plastic Composite Panel." Key Engineering Materials 726 (January 2017): 591–97. http://dx.doi.org/10.4028/www.scientific.net/kem.726.591.

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Aluminum-plastic composite panel is a kind of new type energy-saving and environmental-friendly curtain wall decorative material, and is widely used in building exterior wall, curtain wall board, old building reconstruction and renovation and other projects. With the development and improvement of production and application technology, the performance and functions of aluminum-plastic composite panel products have been optimized continuously; especially at present, all countries in the world have more and more strict requirements on fire safety, and the fire safety standards of buildings also

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17

Santoso, Dana, and Arif Mahendra Besral. "SUPPLIER PERFORMANCE ASSESSMENT USING ANALYTICAL HIERARCHY PROCESS METHOD." SINERGI 22, no. 1 (2018): 37. http://dx.doi.org/10.22441/sinergi.2018.1.007.

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This research was conducted in Hyundai Aluminium Co., Ltd. The company is a manufacturer and applicator for the job, especially aluminium curtain wall installation. Glass materials needed to form a curtain wall unit that these materials are not produced by Hyundai Aluminium Co., Ltd. To the researchers intend to determine the priority criteria, sub-criteria and consistency of thought or opinion of the respondents who are staff at Hyundai Aluminium Co., Ltd. in determining the glass supplier. In this study, the authors use the method of Analytical Hierarchy Process (AHP) to determine the priori

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18

Zhao, Chun Zhi, Yi Liu, Quan Jiang, and Shi Wei Ren. "Ecological Design of New Type Aluminum-Plastic Composite Panel Based on LCA." Materials Science Forum 898 (June 2017): 2033–45. http://dx.doi.org/10.4028/www.scientific.net/msf.898.2033.

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Aluminum-plastic composite panel is a kind of new type energy-saving and environmental-friendly curtain wall decorative material and is widely used in building exterior wall, curtain wall board, old building reconstruction and renovation and other projects. With the development and improvement of production and application technology, the performance and function of aluminum-plastic composite panel products are constantly optimized. Especially at the present, all countries in the world have increasingly strict requirements on fire safety, and the fire safety standards of buildings also have be

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19

Hung, Fei Shuo. "Polymer Coating Effects: Study of Material Properties and Architectural Application Characteristics of Aluminum Template." Coatings 11, no. 2 (2021): 240. http://dx.doi.org/10.3390/coatings11020240.

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In construction process, the formwork must be in contact with concrete to help the concrete solidify and fix the shape. Coating the formwork with a polymer can prolong its service life by reducing the amount of concrete sticking to the mold. Herein, an aluminum template substrate was coated with polyvinylidene difluoride (PVDF) or polyurethane (PU). Aluminum template material analysis was conducted, polymer film thickness was measured, and weather, moisture, pollution, salt spray, abrasion, impact, and acid and alkali resistance tests were conducted, as were tensile, bending, adhesion, hardnes

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20

Sȩdłak, Bartłomiej, Jacek Kinowski, and Andrzej Borowy. "Fire resistance tests of large glazed aluminium curtain wall test specimens – results comparison." MATEC Web of Conferences 9 (2013): 02009. http://dx.doi.org/10.1051/matecconf/20130902009.

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21

Chatzinikos, Konstantinos, and Charalambos Baniotopoulos. "On the development of a methodology regarding the structural design of glass-aluminum curtain-walls." Pollack Periodica 5, no. 3 (2010): 83–97. http://dx.doi.org/10.1556/pollack.5.2010.3.8.

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22

Hui, Cun, Yanzhi Zhu, Bin Wang, Yuanqing Wang, and Wei Tao. "Experimental and Theoretical Investigation on Mechanical Performance of Aluminum Alloy Beams in Unit Curtain Walls." Advances in Structural Engineering 18, no. 12 (2015): 2103–15. http://dx.doi.org/10.1260/1369-4332.18.12.2103.

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23

Lee, Adam D., Jed A. Alimanza, Paul Shepherd, and Mark C. Evernden. "Axial Rotation and Lateral Torsional Buckling of Extruded Aluminium Mullions in Curtain Wall Facades." Structures 20 (August 2019): 658–75. http://dx.doi.org/10.1016/j.istruc.2019.05.010.

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24

Naqash, Muhammad Tayyab. "Design and Fabrication of Aluminum Cladding and Curtain Wall of a Sports Club." Open Journal of Civil Engineering 09, no. 01 (2019): 1–17. http://dx.doi.org/10.4236/ojce.2019.91001.

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25

Song, Seung-Yeong, June-Seong Yi, and Bo-Kyoung Koo. "Insulation plan of aluminum curtain wall-fastening unit for high-rise residential complex." Building and Environment 43, no. 7 (2008): 1310–17. http://dx.doi.org/10.1016/j.buildenv.2007.03.013.

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26

Lee, Adam D., Paul Shepherd, Mark C. Evernden, and David Metcalfe. "Optimizing the Cross-sectional Shapes of Extruded Aluminium Structural Members for Unitized Curtain Wall Facades." Structures 10 (May 2017): 147–56. http://dx.doi.org/10.1016/j.istruc.2017.03.002.

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27

EGUCHI, Junko, Kenichi IKEDA, Fumihiko CHIBA, Yoshifumi OHMIYA, and Shinichi SUGAHARA. "EXPERIMENTAL STUDY FOR BEHABIOR OF THE MULLIONS OF STICK SYSTEM ALUMINUM CURTAIN WALLS EXPOSED TO STANDARD FIRE." Journal of Structural and Construction Engineering (Transactions of AIJ) 82, no. 738 (2017): 1287–97. http://dx.doi.org/10.3130/aijs.82.1287.

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28

LaBelle, James C., J. Randolph Kissell, and Tanya A. Dolby. "Pull-Out Strength of Screws in Screw Chases: Part 1." Key Engineering Materials 710 (September 2016): 115–20. http://dx.doi.org/10.4028/www.scientific.net/kem.710.115.

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This paper presents test results and a proposed pull-out strength equation for tension-loaded screws installed in chases in extruded aluminum profiles. The screws are perpendicular to the extrusion's length. This connection is commonly used to resist outward wind load on glass in curtain walls and skylights. Two types of chase, each with 1/4 in. (6.35 mm) diameter 300 series stainless steel screws were used: a flat chase with AB tapping screws (1/4-14; 14 threads per 25.4 mm) and F tapping screws (1/4-20; 20 threads per 25.4 mm), and a longitudinally ribbed chase with UNC-thread machine screws

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29

Hui, Cun, Qi Shang, Pan Liu, and Ran Hai. "Experimental and Numerical Investigation on Load-Bearing Performance of Aluminum Alloy Upright Column in Curtain Walls under Wind Pressure." KSCE Journal of Civil Engineering 24, no. 3 (2020): 847–55. http://dx.doi.org/10.1007/s12205-020-0753-3.

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30

Yang, Yan, Jizhuo Huang, and Xiaoying Li. "The effect of the bolt spacing on the performance of the steel-aluminum composite mullions of curtain wall." Thin-Walled Structures 117 (August 2017): 239–46. http://dx.doi.org/10.1016/j.tws.2017.04.020.

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31

Kang, Sungwook, Minjae Kwon, and J. Yoon Choi. "Development of an ABS Nanocomposite Material and Its Application to a Fire-Resistant Glazing System - Part I: Development of an ABS Nanocomposite Material." Fire Science and Engineering 34, no. 5 (2020): 1–9. http://dx.doi.org/10.7731/kifse.47d9a630.

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This study is focused on the development of a curtain-wall-type fire-resistant glazing system to contribute to both energy efficiency and fire safety of a building. The weakness of the aluminum frame on thermal insulation was supplemented by an ABS nanocomposite material with a superior thermal insulation performance. It contained (i) a maleic-anhydride-grafted ABS to improve the dispersion of clay, (ii) nanoscale clay, and (iii) intumescent material to retard the combustion on the exposed surface of the polymer. A series of X-ray diffraction, transmission electron microscopy, differential sca

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32

Wang, Yuan Qing, Huan Xin Yuan, and Yong Jiu Shi. "Mechanical and Fatigue Performance Tests of Cast Aluminum Alloy ZL111 Adopted in Structure." Advanced Materials Research 168-170 (December 2010): 1961–69. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.1961.

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Characteristics of aluminum alloys such as light weight, high strength-to-weight ratio and favorable corrosion resistance have brought about a bright application prospect in building structures. Wrought alloys are applicable to common beams and columns, while casting alloys can be fabricated as connectors in point-supported glass curtain wall and joints in spatial latticed structures on account of easy implement of moulding. Because of high strength, outstanding castability and remarkable mechanical properties after heat treatment, ZL111 in aluminum-silicon alloys is regarded as a desirable op

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33

Sulik, Paweł, Jacek Kinowski, and Bartłomiej Sędłak. "FIRE RESISTANCE OF ALUMINIUM GLAZED CURTAIN WALLS, Test results comparison depending on the side of fire exposure." Applications of Structural Fire Engineering, January 18, 2016. http://dx.doi.org/10.14311/asfe.2015.076.

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This paper discusses the main issues related to the fire resistance of aluminium glazed curtain walls including the tests methodology and way of classification of this type of building elements. Moreover, the paper presents the comparison of fire resistance test results of large test specimens of curtain walls in full configuration depending on the side of fire exposure. Temperature rises have been compared on unexposed surface of the curtain walls tested for standard and external fire exposure. To made the comparison four test specimens of glazed aluminium curtain walls in full configuration,

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34

Kinowski, Jacek, Bartłomiej Sędłak, Paweł Sulik, and Daniel Izydorczyk. "FIRE RESISTANCE GLAZED CONSTRUCTIONS CLASSIFICATION, Changes in the field of application." Applications of Structural Fire Engineering, January 18, 2016. http://dx.doi.org/10.14311/asfe.2015.073.

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<p>The most common fire resistance glazed constructions are arguably doors and non – loadbearing walls (partitions, curtain walls, external walls). In 2014 we welcomed revisions of fire resistance testing standards for doors (EN 1634-1) and curtain walls (EN-1364-3), while revision of EN 1364-1 standard for non – loadbearing walls is planned to be implemented by the end of the year 2015. Taking into account the existence of several EXAP’s for all these kind of constructions, selection of test specimen(s) with best possible configuration is getting more significant nowadays. But equally i

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35

Warszawska, Maciej Cwyl, Andrzej Garbacz, Rafał Michalczyk, and Natalia Grzegorzewska. "Predicting Performance of Aluminum - Glass Composite Facade Systems Based on Mechanical Properties of the Connection." Periodica Polytechnica Civil Engineering, October 4, 2017. http://dx.doi.org/10.3311/ppci.9988.

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In this paper, an extensive Finite-Element (FE) numerical study is carried out on a glass framing with point mechanical connectors. The models have been calibrated based on literature studies and field research. The simulations have been performed in order to assess the mechanical behavior of the examined glass-aluminum panels. In frame-support glass structures, such as curtain walls, where glass plates are mounted onto a metal framework, the composite behavior between glass and the supporting aluminum elements is usually a problem. It has been showed that an application of elastomer gaskets d

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