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1 Triton Square – Structural reuse for low-carbon architecture

 1 Triton Square – Structural reuse for low-carbon architecture
Author(s): , ,
Presented at IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022, published in , pp. 1063-1070
DOI: 10.2749/prague.2022.1063
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1 Triton Square is exemplary for how ingenious structural engineering can be instrumental in maximising the value of the existing building stock as part of a low-carbon agenda.

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Bibliographic Details

Author(s): (Arup, London, United Kingdom)
(Arup, London, United Kingdom)
(Arup, London, United Kingdom)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022
Published in:
Page(s): 1063-1070 Total no. of pages: 8
Page(s): 1063-1070
Total no. of pages: 8
DOI: 10.2749/prague.2022.1063
Abstract:

1 Triton Square is exemplary for how ingenious structural engineering can be instrumental in maximising the value of the existing building stock as part of a low-carbon agenda.

A commercial office development built in the late 1990s in the London West End, 1 Triton Square had been designed to height limits which were no longer relevant when the tenant vacated the premises at the end of a twenty-year lease. When the building owner approached Arup to examine the possibility of enhancing the value of their asset, it was decided, instead of designing a taller new build, to develop a refurbishment and extension scheme, in line with both organisations’ low-carbon agenda.

The proposed scheme included the part-infilling of existing atria and the addition of three new levels, thus increasing the number of storeys from six to nine, and the floor area by 70%. Columns and foundations had to be strengthened to cater for the resulting uplift in loading. The original structure was predominantly a concrete frame, with steel-framed cores. Due to this variety of structural forms as well as to access constraints, a palette of strengthening methods was implemented, including concrete encasement and fibre-reinforced polymer (FRP) wrapping for concrete columns, and concrete encasement and welding of strengthening plates for steel columns. Existing piled foundations were strengthened with small-diameter supplementary piles installed from within the existing basement and connected to them within new pile caps or within a new piled raft, depending on locations.

1 Triton Square has been completed in May 2021, achieving BREEAM Outstanding rating. The structural embodied carbon associated with the redeveloped scheme has been estimated at 136 kgCO2e/m², to be compared to the October 2020 “best-practice” target of 350 kgCO2e/m² for a new build, thus demonstrating the pivotal role of structural reuse in reducing carbon emissions.

Keywords:
foundation pile FRP strengthening column reuse Raft Encasement Plating
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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