ABSTRACT
A new wave of the Covid-19 pandemic struck Hong Kong in February 2022. It led to construction of a temporary 1000-bed hospital and 10 000-bed isolation and treatment facility on an island site in just 51 days using factory-made modules. To achieve such rapid construction, module assembly was carried out at a separate site between the factories and site. Several new modular construction technologies were also developed, including adjustable base supports, large-span roof modules, universal safety barriers and an intelligent cloud platform for construction management. But to enable sustainable construction of such emergency buildings in future, further studies on demolition, recycling and relocation of modular buildings need to be carried out in the post-pandemic era.
ABSTRACT
In pandemic conditions, where the COVID-19 infection is increasing exponentially, quarantine centres have become very necessary to separate and restrict the movement of people. These structures are also helpful in similar situations like disaster management, defence purposes and housing for poor people. Planning and Designing of Steel Intensive Quarantine Centre' takes on the task of designing and analysing an economical, ecological and rapid construction solution of a modular quarantine centre building. It facilitates a faster construction facility due to steel construction instead of RCC, which takes almost 70–80% more time and is not recyclable like steel. The schematic and elevation plans have been tweaked with additional architectural features to ensure ventilation, sunlight and accessible transit of patients. For economical structural design, the iterative method is incorporated to find columns with the minimum size and shape to achieve ample carpet area, i.e., star-shaped. While designing the structures, i.e., portal frame and truss roof frame are subjected to the same loading conditions. For resisting the lateral forces, different types of bracings have been incorporated in plan and elevation. The construction of a portal frame requires specialized labour to handle compound sections and connections, whereas construction of truss sections is possible by skilled labour or directly use prefabricated truss sections with the help of unskilled labour. Compound sections pose a significant challenge due to their unavailability and transportation difficulties. In contrast, the sections for trusses are readily available even in the remote market. Moreover, the construction of both structures provides rapid construction. The portal frame costs about 16% cheaper than the steel frame due to smaller sections and absence of compound sections. For validation of our work, we have used manual and automated calculation to minimize the error. The structure is expandable for future expansion by techniques such as expansion joint and satellite arrangement. © 2023, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
ABSTRACT
The construction and building sectors are currently responsible globally for a significant share of the total energy consumption and energy-related carbon dioxide emissions. The use of Modern Methods of Construction can help reduce this, one example being the use of cold-formed steel (CFS) construction. CFS channel sections have inherent advantages, such as their high strength-to-weight ratio and excellent potential for recycling and reusing. CFS members can be rolled into different cross-sectional shapes and optimizing these shapes can further improve their load-bearing capacities, resulting in a more economical and efficient building solution. Conversely, the high thermal conductivity of steel can lead to thermal bridges, which can significantly reduce the building’s thermal performance and energy efficiency. Hence, it is also essential to consider the thermal energy performance of the CFS structures. This paper reviews the existing studies on the structural optimization of CFS sections and the thermal performance of such CFS structures. In total, over 160 articles were critically reviewed. The methodologies used in the existing literature for optimizing CFS members for both structural and thermal performances have been summarized and presented systematically. Research gaps from the existing body of knowledge have been identified, providing guidelines for future research.