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Wimbledon Retains Advantage through Coordinated Refurbishment A four-year improvement program at Wimbledon’s All-England Club was staged around the annual tennis championships, a feat that required collaboration among the design team, main contractor, and supplier fabricators. Initiated in 2005, the construction project included redevelopment of the east stand of center court, extension of the terrace to provide an additional six rows of seating, and the addition of a retractable roof for play in adverse weather conditions.



The refurbishment was part of the venerated club’s 25-year master plan, which was produced in 1992 to make the whole experience of the championship the prime tennis event in the world,” according to John Westmuckett, a director with structural consulting engineers Westmuckett Hawkes Ltd. Westmuckett participated in the master planning and Stage 1 structural design while associated with Building Design Partnership (BDP), an interdisciplinary design practice based in Manchester, United Kingdom. The key proposals of the master plan, he explained, were to construct a new No. 1 court and media center, redevelop existing courts to make room for two more courts and additional spectator space, and redevelop the center court to provide more debenture space.

The preliminary design of the planned projects kicked off in the early 1990s and construction of the final stages was scheduled to be completed in 2010. The design for the redevelopment of center court commenced in the summer of 2003 with concept studies and schemes that took into account the whole process—from early enabling works, demolition of the original 1922 East Stand, and removal of the existing roof to reconstruction of the stand and new fixed roof as well as development and installation of a retractable roof that could be deployed in just 10 minutes.

The actual center court construction work commenced after the 2005 championship, with reconstruction of the east stand in 2006-07, construction of the new fixed roof in 2007-08, and completion of the retractable roof in 2008-09. Each construction phase took place during the nine-month gap between championships.

Throughout the project, 3D structural design played a vital role. For example, the structural design of the retractable roof was modeled from the outset in Bentley Structural and MicroStation TriForma. The first task was to create a model of the existing structure and site constraints. “As the design progressed and the trade contractors became involved, their production models were incorporated and checked against this base model,” Westmuckett said. “This ensured full coordination and understanding of these key interfaces.”

Although originally employed as the project director for the main structural consultant Capita Symonds, Westmuckett also had a hand in all subsequent stages of the redevelopment project while in the employ of various firms being retained as a subconsultant to Capita. As structural director at Edge Structures Ltd., an engineering practice based in London and Leeds, Westmuckett conducted design coordination sessions for multiple contractors and disciplines using Bentley software to promote creativity via open forums and design workshops. Drawings, sketches, and images combined into live models were manipulated on screen to communicate with stakeholders, which encouraged individual as well as collaborative innovation.



The ability to quickly visualize how new proposals could be constructed was key to the phasing of work between the championships. Galliford Try, the main contractor, embraced this technology as a tool to inform major strategic decisions. This was vital to the success of this project. Each phase of construction not only had to be completed within the time period, but it also had to be adapted to allow a championship to be staged with no loss of quality of experience to the public, members, press, and players. For instance, the decision to have one championship without a roof was not taken lightly.

“It was not possible to complete and clad the whole roof in one nine-month period, which included the construction of terraces in the east wing. And although the team considered several scenarios with a partially completed roof, the decision was made to forgo the roof construction for this year,” Westmuckett said. “Of course, that year it rained—a lot.”

Speed of erection was vital once the team moved into each new phase. During construction staging, a trial testing and erection regime was carried out at a site in northern England. 3D design models were built up in sections and presented in workshop sessions with the design and construction team to establish the erection procedure. “The whole process was carefully monitored and reported so that what was learned at this test could be applied in the more congested site at Wimbledon,” Westmuckett explained.

Solutions to speed on-site construction included prefabrication of sections of box trusses complete with air handling units that were fabricated and stored locally, ready for installation immediately upon completion of a championship. The 3D design technology facilitated procurement and communication of information with fabricators. For example, a CD of a complete model of the precast concrete terraces was given to the precast manufacturer, which then produced its own shop drawings. The model also had the steel stools that supported the units. This was issued to the steelwork contractor, which then produced the steel raker beams and supporting structure. Westmuckett commented, “It was difficult to find a better and simpler way of ensuring the accuracy of this interface.”



The use of Bentley Structural and TriForma in the development stages of the design and the integration of other professionals’ work in 3D minimized the necessary design resources. Rather than preparing and issuing 2D drawings and details, the presentation of live models onscreen showing work in progress kept large meetings well focused on the key issues, enhanced communication, and saved valuable time normally lost in digital exchange and long-distance commenting. “The ability to interface with different CAD and software files and to present in live working sessions to inform and discuss key issues was invaluable,” added Westmuckett.

Wimbledon's center court redevelopment was completed in 2009, including the finishing of the new retractable roof. The two new courts envisioned in the master plan are also becoming a reality, with the new court No. 2—seating 4,000 spectators—opening in 2009 and the new Court No. 3—seating 2,000 spectators—opening in 2011.

Cathy Chatfield-Taylor is a freelance writer/editor for the infrastructure engineering and construction industry and a frequent contributor to Be Current magazine, a Bentley publication. She is a member of the International Association of Business Communicators. Contact her at cathy@CC-Tunlimited.com.


Published 12/27/2010 27: 0:0: ConnectPress, Ltd © 2019