Mezzaluna dei Reggenti

Londra, United Kingdom

Industria

Costruzione

Settore

Vivere urbano

Tipo di edificio

Residenziale

Elementi costruttivi

Struttura in cemento armato, Struttura in acciaio, Facciata storica, Residenziale Super Prime

Regents Crescent Builing Vibration Isolation System by Farrat

Il progetto

Il progetto prevedeva la demolizione di un edificio a forma di mezzaluna già esistente per realizzare un complesso residenziale di lusso di fronte a Regents Park a Londra. È ben sintetizzato dall’ingegnere strutturale AKT qui, l’architetto, PDP London, qui e lo studio di consulenza acustica Hilson Moran qui. I lavori di demolizione sono stati eseguiti da McGee, mentre la struttura in cemento armato è stata realizzata dal Gruppo JRL, che ha provveduto all’installazione dei cuscinetti. A metà del nostro contratto, Midgard ha assunto il ruolo di appaltatore principale, occupandosi dei lavori di finitura di alta qualità..

Il valore chiave che abbiamo apportato al progetto

Un progetto estremamente complesso che Farrat ha curato in ogni minimo dettaglio, realizzando un edificio ben costruito e isolato acusticamente. L’intero sistema è stato prodotto da Farrat nel Regno Unito, consegnato nei tempi previsti e accompagnato da un’assistenza completa per l’installazione e da servizi di collaudo, il tutto a garanzia di un risultato di successo.

Servizi, prodotti, sistemi forniti:

Acustica degli edifici

Esplora ora

For Farrat the project started back in 2014 when it was referred to as Park Crescent West. We started detailed design work with AKT II from June 2015. Even though not a high-rise development it was always going to be a challenge because of the size of the building and the variety of conditions across the site. The main building split into 3 zones, zone 1 to the left, zone 2 in the middle and zone 3 to the right and zone 4 is the mews properties at the bottom

Regents Crescent Groundborne noise mitigation strategy

Hilson Moran were commissioned by the client to provide the acoustic specification. The image (an exert from the Hilson Moran report) shows the site affected by three London Underground (LUL) lines, Hammersmith & City Line, Circle Line and Metropolitan Line to the north, The Bakerloo Line to the east, and the Jubilee Line which runs underneath the site, from north to south. The proximity and level of groundborne noise from each line led to the performance specifications of 8Hz (zones 1 & 4) and 10Hz (zones 2 & 3)

3D model by AKT II of Regents Crescent basement

It was decided (unlike most projects nowadays, Farrat was not involved in this decision) to isolate the entire structure below the ground floor slab leaving the basement un-isolated apart from certain areas that required box-in-box solutions. This structural model, courtesy of AKT II, nicely shows the different aspects of the structure including capping beam, cores, columns and the steel framed mews structure.

Farrat BVI Schematic - Isolation under GF slab + Box-in-Box

Basic schematic of the building vibration isolation scheme used at Regent’s Crescent, isolated under ground floor allowing for a standard basement construction except at ground floor where acoustic bearings are required to resist the soil pressure around the capping beam. This system also splits the cores mid-span meaning a lift manufacturer had to be selected who could accommodate this.

Regents Crescent basement dig through retained facade

This image taken during the basement excavation, sums up well the scale and location specific challenges of the site.

And here, looking through the small section of retained façade (that we will come to later) from the site offices into the basement excavation.

Trave di rivestimento perimetrale

Una trave di coronamento è un elemento strutturale che collega tra loro tutte le pile del muro di contenimento perimetrale. A Regents Crescent erano presenti diverse soluzioni e dettagli in tutto il cantiere, ma la maggior parte si basava sul principio secondo cui le forze di pressione del terreno avrebbero attraversato la soletta del piano terra per poi essere compensate dalle forze esercitate sul lato opposto dell’edificio.

Here is an example of a detail where 50mm thick Farrat Isofoam was installed against the capping beam vertical wall and the ground floor slab was cast up against it. This makes for a neat detail that is easy to construct, won’t allow dirt and debris to fall into the isolation line and bridge the system and prevent groundborne vibration passing though it. The lateral forces were resisted by high capacity Farrat Hybrid Bearings set into the Isofoam in strategic locations, typically every 1 to 2 meters.

Acoustic Isolation and lateral restraint of capping beam

This photo was taken at a convenient time to see the black Isofoam between the vertical capping beam wall and the end of the ground floor slab.

In Zone 4, on the right side of the building opposite the mews building there was no opposing capping beam or core meaning the shear forces from the soil pressure had to be resisted within the capping beam. For this we used our bearing assembly configurator to design a high capacity one way shear key that could be post-fixed to the capping beam.

Zone 4 Capping Beam Farrat 1 way Shear Key

Site photo of the Zone 4 capping beam with two Farrat one way shear keys during installation. The photo shows the complexity of the overall build-up that all needs to be factored in to design and construction to ensure that the acoustic isolation line is not compromised.

Nuclei e pareti a taglio

I nuclei ospitano ascensori e scale e, insieme alle pareti di taglio, garantiscono l’intero contenimento laterale dell’edificio. Poiché i nuclei dovevano essere divisi al di sotto del livello del piano terra, ciò ha rappresentato una sfida aggiuntiva, in quanto i cuscinetti Farrat LNR utilizzati per sostenere e isolare acusticamente la struttura sono più larghi delle pareti. I cuscinetti LNR sono realizzati in gomma naturale, che ha un elevato modulo di compressibilità, il che significa che mantiene la sua densità anche quando viene compressa, provocando un rigonfiamento intorno alla parte esterna del cuscinetto. Ciò significa che i cuscinetti più grandi hanno una capacità relativamente maggiore rispetto a quelli più piccoli e quindi 1 cuscinetto di grandi dimensioni (ad es. 500×500 mm) avrà una capacità verticale significativamente maggiore rispetto a 4 cuscinetti da 250×250 mm con lo stesso spessore..

As you will see from the photos, we used a combination of large bearings (wherever possible at the ends of walls and corners to minimise rotation in the structure) and smaller bearings that fitted neatly within the walls. Where larger bearings were used the walls had to be flared out in order to accommodate the acoustic bearings.

Farrat LNR Bearings supporting stair core

View along a stair core wall with 250x250mm Farrat LNR Bearings supporting the building above. This photo was taken at an early stage of the build so the bearings are not under much load.

A Farrat 700kN VI Shear Key that can support loads up to 4000kN ULS and resist 700kN ULS of shear force. This is a neat solution as the capacity is much higher than what could be achieved with concrete upstand shear keys and the pre-assembled unit can be craned into position, levelled and grouted in place for quick, easy and safe installation. For this project, since there were a number of different combinations of vertical loads, shear loads and wall widths we developed a number of variants to this original 700kN version which we now use on other projects.

Vibration Isolated Cores in early stages of construction

A photo from early in the construction phase that neatly shows how the whole structure above is supported by Farrat’s LNR Bearings and VI Shear Keys.

Colonne

Trattandosi di un edificio così grande, le colonne erano numerose. Poiché nella maggior parte delle aree era presente un solo livello di seminterrato, le colonne potevano essere progettate come elementi chiave con una lunghezza effettiva pari a x2. Ciò ha semplificato la progettazione acustica, poiché significava che i supporti delle colonne richiedevano solo dispositivi di sicurezza, senza necessità di vincoli laterali o tiranti verticali.

The keen eye will spot that in a number of columns heads are significantly larger than the bearing. This is because the columns were pre-cast and they were ordered before we had finished the design iteration process. Whilst clearly efficient in terms of manufacturing it is wasteful and goes against our goals of having buildings designed with as little material as practicably possible.

Columns acoustically isolated with Farrat LNR Bearings

View through a core wall showing LNR Bearings on top of pre-cast columns

Representative photo showing the structure that the Farrat LNR Bearings are supporting

Farrat LNR Bearings supporting ground floor slab

Basement columns in one of the few areas where there was an additional floor level

Farrat Fail Safe LNR Bearing Assembly isolating steel beam

Some central parts of the structure used a steel beams to enable a larger column grid.

Regents Crescent Bearing Replacement Strategy

This was one of the few projects where a bearing replacement strategy (in case of Fire) was incorporated from the outset into the structure. The photo shows steel beams set into the ground floor slab above the bearings that would be used to jack the structure up in the event that the bearings are damaged.

Wider angle photo showing columns and cores and the two columns in the foreground have the steel replacement strategy beams set into the acoustically isolated slab.

The mews buildings were designed as a steel structure, part of which had to span and cantilever over the roots of an ancient tree that was in the middle of the site. This steel structure was isolated at its base (ground floor) using the same LNR Bearings and VI Shear Keys as the rest of the RC frame.

Farrat Shear Key used to acoustically isolate and laterally restrain mews properties

Farrat 700kN VI Shear Key supporting and laterally restraining the mews steel structure

Steel frame acoustically isolated with Farrat LNR Bearings

The steel structure during erection. Photo also shows the proximity of the neighbouring properties as even though this was a large development it was a very tight site with construction activity happening in all areas at the same time.

Pavimenti galleggianti acustici

Since the basement was not part of the building vibration isolation system, the parts of the basement that were to be inhabited required acoustic box-in-box systems. Farrat provided an adapted CineFLOOR PRO system with larger air gap, mineral wool and cement particle board formwork (in case of water ingress/leaks) all of which was installed by Farrat Installation Services.

RGC Acoustic Floor Cement Particle Board

The dry system installed ready to receive the damp proof membrane (dpm) and then concrete. Midgard provided the following feedback in a referral letter:

“With excellent project management and site supervision, delivered the project on time and on budget. Throughout the construction phase, I witnessed complete co-operation between Midgard, Farrat and our other sub-contractors. I can confidently recommend Farrat for works of this nature and look forward to working with them again.”

This photo, taken just before the concrete was poured (by JRL/Midgard under Farrat’s supervision), shows the whole system with the floating floor below and at high level the ceiling slab is the isolated ground floor slab of the building above. By this point most of the bearings have been hidden by the fire protection.

Facciata conservata ed edifici adiacenti

Regents Crescent non-isolated structures

This photo taken back in 2016 shows the section of retained façade in zone 4 and the two existing residential buildings that would eventually become part of the overall development. We developed details for both cases that would carry the relevant multi-directional forces, allow the isolated structure to move freely and not be restricted by these non-isolated structures and ensure no structure-borne noise and vibration could pass across into the new building.

Here we see the new structure and the retained façade behind it with the acoustic brackets running along the slab edge. Their purpose was to provide the stability for the retained façade (which was rigidly supported at its base) at each floor level, to the transmit the horizontal wind loading forces (push and pull) into the floor slabs of the new structure to be resisted by the cores and ensure that the movement of the isolated structure would not lead to cracking in the façade.

Membrana antisdrucciolo per facciate storiche

Una caratteristica con cui abbiamo supportato il progetto (a titolo di favore) è stata la fornitura di una membrana portante/scivolante da posizionare sotto la nuova facciata storica per evitare che si fessurasse a causa del movimento delle fondamenta e dell’espansione e contrazione termica della facciata stessa. Il carico verticale era di ~100 kN/m

Farrat Slip Membrane under heritage facade

The photo shows the slip membrane as the black strip running up the middle of the photo sitting on top of a brick course upstand onto which the façade would be constructed.

Ponti d'ingresso

Finally, the project is getting to the end with the last parts being to re-construct the entrance bridges under the colonnade where the inner part is tied to the isolated building and the outer part is resting on the non-isolated pavement.

External Entrance Bridge Acoustic Detailing

Here we see the detail of what was constructed with Farrat providing the material to vertically support the columns and bushes to acoustically isolate the shear studs.

This photo, final taken in June 2018, nicely emphasises the scale and complexity of this project and the intensity of activity to build it. Farrat were proud to have played a part in this interesting, challenging and ultimately successful project.

Oliver Farrell

CEO del Gruppo

Sono estremamente orgoglioso di questo progetto, che si è protratto per cinque anni, dal 2014 al 2019. Ci ha messo alla prova sia dal punto di vista ingegneristico che produttivo, costringendoci a realizzare il volume di prodotti richiesto in un lasso di tempo ridotto; tuttavia, ne siamo usciti più forti, con nuove conoscenze, capacità potenziate ed esperienza, tutti elementi che hanno apportato valore a molti progetti successivi. Vorrei ringraziare tutte le parti coinvolte, poiché lo spirito di squadra nella progettazione e nella costruzione ha giocato un ruolo fondamentale nel successo del progetto.