View source for Birmingham Conservatoire

==Article in [http://www.newsteelconstruction.com/wp/wp-content/uploads/digi/2017pdf/NSCFebruary2017digi.pdf#page=12 NSC February 2017]==
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'''Steel in tune for acoustics'''<br>
[[Braced_frames|Steel-framed]] boxes within [[Braced_frames|steel-framed]] boxes are the order of the day for a new music conservatoire under [[Construction|construction]] in Birmingham.<br>
''By Martin Cooper''<br>

For the first time in nearly 30 years a music conservatoire (a college teaching classical music) is being built in the UK and, according to those involved in the project, it may well be the last for quite some time. As well as being the kind of project that only comes along once in a working lifetime, unlike a regular college building, the [[Construction|construction]] and [[Design|design]] of a conservatoire can be fiendishly difficult and challenging.

Overall the building will accommodate five major performance spaces, a dozen group practice rooms, specialist practice rooms and 50 individual practice rooms spread over six floors in the 10,500m<sup>2</sup> venue. “[[Acoustics|Acoustics]] are the main driver for this project, being a conservatoire and not an ordinary college,” explains Galliford Try Senior Project Manager Keith Lilley. “All of the major performance spaces need to be totally isolated from each other and using structural steelwork was [[The_case_for_steel|the ideal solution]].”

To achieve the required [[Acoustics|acoustics]], the [[Design|design]] for this project involves the performance spaces being housed in five individual [[Braced_frames|steel-framed]] boxes, each one independent from each other and from the surrounding main frame. Each box varies in size, but is based around columns spaced at 6m centres and importantly all of them are on acoustic pads.

The biggest box houses the 400-seat Adrian Boult Hall (ABH), which will also accommodate a full orchestra. This is positioned above two smaller boxes accommodating a recital hall and an experimental music space. At the other end of the building, the other two boxes housing jazz and organ rooms are stacked on top of each other.

“[[Cost_of_structural_steelwork|Cost]] and buildability led us to choose a [[Braced_frames|steel-framed]] option for the boxes, as initially the [[Design|design]] was for a completely concrete-framed building,” says WYG Senior Engineer Ian Gill. “The [[Construction|construction]] sequence is much easier to coordinate with steel as we have multiple steel columns in some locations, as close as 20mm in places, all on pads and supporting individual boxes.”
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The project’s [[Construction|construction]] sequence for the steel boxes initially involved setting-out the acoustic pads and the [[Simple_connections#Column bases|base plates]] for the columns to be [[Construction#Site bolting|bolted]] down to. Once each of the individual steel frames was up, the lids, which are either formed with [[Floor_systems#Precast units|precast planks]] or [[Steel_construction_products#Decking for floors|metal decking]], were then installed. The holding down bolts were then removed leaving the box just resting on the acoustic pads. In this way the team has achieved the desired box within a box design whereby all the spaces are individually isolated from each other, as each [[Braced_frames|steel-framed]] space is separated from its neighbour by insulation and a void of at least 20mm.

Steelwork contractor Mifflin Construction used the site’s two [[Construction#Tower cranes|tower cranes]] for the [[Construction#Steel erection|steel erection]] and the installation of associated [[Floor_systems#Precast units|precast elements]] and [[Steel_construction_products#Decking for floors|metal decking]]. “We had to carefully sequence the [[Construction#Steel erection|erection]] process around the [[Floor_systems#Precast units|precast planks]] for the box roofs,” says Mifflin Construction Project Director Nigel Jones. “The steelwork is very complex with many columns extremely close to each other and so we always had to make sure there was enough space for the planks to be lifted into position.”

The ABH features a 400mm thick floor, while the ground floors of the other performance spaces have 200mm thick [[Floor_systems#Precast units|precast planks]] with a 100mm concrete topping. Above the [[Steel_construction_products#Decking for floors|metal decking]] or [[Floor_systems#Precast units|precast planks]] each space has a 300mm-thick insulation layer.

One of the reasons for the performance space being in a stacked layout was the desire for the ABH to have a high ceiling. The only way it could have its 17m-high floor-to-ceiling height was to stack it on top of other performance space boxes.

The lid/roof of the ABH is formed with [[Floor_systems#Precast units|precast planks]] supported by a series of 18m-long [[Trusses|lattice girders]] that span the hall. [[Trusses|Lattice girders]] were specified in the [[Design|design]] as they will also support lighting and other equipment which will be slung from the steelwork’s bottom boom. For convenience and ease of [[Fabrication#Handling and transportation|transportation]], Mifflin brought the [[Trusses|lattice girders]] to site piece small and assembled the elements on the ground before [[Construction#Steel erection|erecting]] them as complete members.
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A combination of [[Floor_systems#Precast units|precast planks]] and [[Composite_construction#Composite slabs|composite metal decking]] has been used to form the box roofs. Because the jazz and organ rooms are triangular in shape it was decided to opt for the [[Composite_construction#Composite slabs|composite option]], as cutting [[Steel_construction_products#Decking for floors|metal decking]] to shape is easier than using [[Floor_systems#Precast units|precast planks]]. When the project team came to install the floor slab above the organ box roof it was discovered that there was little room for formwork so the [[Design|design]] was quickly changed to a [[Composite_construction#Composite slabs|composite metal decking]] option. “Space was so tight that the formwork could have been installed but, once the floor was cast, it would have been impossible to get it out,” comments Mr Lilley.

Wrapping around the ABH performance space there is an outer [[Braced_frames|steel frame]] that supports the Conservatoire’s roof and is formed by a series of 30m-high [[Steel_construction_products#Standard open sections|610UB columns]]. Acting as wind posts, these columns are positioned within millimetres of the box steelwork and form the walls of the main structure in conjunction with the reinforced concrete frame of the remaining parts of the building. These main steel columns are connected to the reinforced concrete frame and are also bolted directly to the project’s foundations as opposed to being on acoustic pads.

“These state-of-the-art facilities will offer current and prospective students unrivalled teaching provision. During its long history our world-renowned Birmingham Conservatoire has earned an international reputation for the excellence of its music teaching, research and performances. This new building, designed by leading architect Feilden Clegg Bradley Studios, provides us with a glorious opportunity to build on our proud history and continue to develop world-class music facilities for future generations,” sums up Birmingham City University Vice-Chancellor Professor Cliff Allan.

The project is scheduled for completion in July 2017.

{|class="wikitable" width="600"
|-
|'''Architect'''||Feilden Clegg Bradley Studios
|-
|'''Structural Engineer'''||WYG
|-
|'''Steelwork Contractors'''||Mifflin Construction
|-
|'''Main Contractor'''||Galliford Try
|-
|'''Main Client'''||Birmingham City University
|}

[[Category:Case studies - Education buildings]]