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Creek Road Technical Case Study
Darren Higgins
o Well served by public transport, there is
access to DLR, national rail, river boat
and several bus routes which provide
quick transportation to central London
and surrounding areas.
o Town centre provides several facilities
including restaurants, pubs and shops.
o Local attractions include Greenwich
Market, Cutty Sark and Greenwich Park.
o Numerous schools and colleges nearby
including University of Greenwich.
o Short distance from Canary Wharf and
the O2.
Creek Road - Site Location
Creek Road – Townhouses
o Townhouses located to south of site are
family homes which form the boundary
to a nearby park.
o An intimate mews space is created
between theses houses and the rest of
the development.
o Quite streetscape will provide
pedestrian route to town centre with car
parking for owners.
Concrete Formwork Construction
o Technique used by contractor Bouygues in
the construction of Creek Road, Greenwich
involved using a combination of a bespoke
vertical panel system specifically
manufactured in France for Bouygues UK
alongside a lightweight horizontal panel
system.
o Both these systems are modular however
they are different to tunnel form systems
which requires a very specific building
typology.
o This method allows for the construction of a
more aesthetically pleasing design whereas
tunnel form construction is suited to a
repetitive stacked design.
o The construction sequence must be split,
casting vertical and horizontal elements
separately (generally by core) as the
systems are not designed to be used
simultaneously.
Bespoke vertical casting system manufactured for Bouygues UK in France
(Images: Onur Osman)
Horizontal
and vertical
formwork
systems in
place
(Image:
Luciano
Vitello)
Concrete Formwork Construction
o A crane is essential to the construction
sequence as it is needed to lift the formwork
into a vertical position for it to be restrained
using props.
o Site operatives can then fix reinforcement
and ties against the erected formwork.
o If services/openings are required they can
also be accommodated at this stage.
o The opposing face of the formwork is then
positioned at the correct distance by using
wedge clamps which will also hold the two
panels in place.
o Concrete is then poured and once it has
hardened sufficiently the formwork is
stripped, easily cleaned and moved to the
next position.
Left, view
from crane
across site
(Image:
Bouygues UK)
Below, crane
jib snapped in
high winds
from Storm
Katie, Easter
2016
(Image:
Darren
Higgins)
Concrete Formwork Construction
o The process of positioning and setting up a
full rig can take the majority of a day.
o If complete and there is adequate time left to
supervisor a pour the concrete can then be
cast.
o The concrete is left to harden and set which
can take up to 3-4days, once set the
formwork can be struck and positioned into
its next location. This process is to be
repeated until all vertical members in the
core are cast.
o Recent innovation in formwork has led to the
development of several different types of
small lightweight modular systems that offer
versatile formwork solutions on site including
lightweight horizontal panel systems.
Lightweight horizontal
formwork system erected /
Workers laying reinforcement
from above / Reinforcement in
position awaiting concrete
pour (Images: Luciano Vitello)
Concrete Formwork Construction
o The unique feature of using the Creek Road
construction technique was that all external,
party walls and cores were cast in-situ as
shear walls.
o This enabled the construction team to install
windows and curtain walling to form an
effective watertight seal allowing the first fix
to commence at an earlier date than would
have previously been expected.
o Routing of services are of utmost importance
early in the design process, mistakes can be
time consuming to rectify.
Windows inserted forming building envelope,
installation of insulation and brickwork
(Images: Robert Greshoff)
Lightweight horizontal formwork
system removed and cantilever
propped (Image: Luciano Vitello)
Left, remedial work needed
to re-route services
(Images: Darren Higgins)
Detail 1 – Cantilevered Soffit
o Horizontal formwork system erected
o Reinforcing positioned
o Concrete slab poured
o Vertical formwork system is erected
o Reinforcing positioned
o Concrete poured
o Vertical formwork struck
o Horizontal system remains in position
o Horizontal formwork struck
o Slab propped until fully cured
o Props removed.
o Acoustic resilient layer lapped and tapped
o Floor and perimeter insulation laid
o Screen poured
o Skirting and internal floor finish inserted
o Masonry support system wall ties fixed
o Brick laid, cavity tray positioned
o Insulation cut and secured in place
o Fire barrier inserted and DPC lapped over
o Insulation and brickwork continue vertically
o Soffit support system to underside of slab
o Brickslip system fixed
o MVHR system installed
o Remaining soffit supports installed
o Timber soffit finish with insect mesh fitted
Detail 2 – External Wall/Soffit
o Vertical formwork system erected
o Reinforcing positioned
o Concrete poured
o Horizontal formwork system is erected
o Reinforcing positioned
o Concrete poured
o Vertical formwork struck
o Horizontal system remains in position
o Horizontal formwork struck
o Slab propped until fully cured
o Props removed
o Wall ties fixed
o External insulation cut and secured
o Brickwork laid
o MVHR system installed
o First fix started
o Acoustic resilient layer lapped and tapped
o Floor insulation laid
o Screed poured, internal floor finish fitted
o Soffit support system to underside of slab
o Shadow gap feature fixed
o Insulation to soffit and envelope applied
o DPC lapped and sealed
o Remaining soffit supports installed
o Timber soffit finish with insect mesh fitted
Detail 3 – Window Section
o Vertical formwork system erected
o Openings for windows inserted
o Reinforcing positioned
o Concrete poured
o Horizontal formwork system is erected
o Reinforcing positioned
o Concrete poured
o Vertical formwork moved to next level
o Horizontal formwork struck
o Slab propped until fully cured
o Props removed
o Timber packers cut to suit and fixed
o Windows lifted into position
o Window brackets secured to timber packers
o EPDM sealed to face of concrete and lapped
with windows waterproof membrane
o Internal finished to bottom floor complete
o Acoustic resilient layer lapped and tapped
o Perimeter insulation fixed, screed poured
o Toe board fitted, internal floor finish laid
o Masonry support system secured
o External insulation cut and fixed around DPC
o Masonry course continued vertically
o External MVHR system installed
o Cavity tray placed
o DPC lapped and sealed over fire barrier
o Aluminium flashings by window manufacturer
applied and fully sealed
The End

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Creek Road Case Study - D.Higgins

  • 1. Creek Road Technical Case Study Darren Higgins
  • 2. o Well served by public transport, there is access to DLR, national rail, river boat and several bus routes which provide quick transportation to central London and surrounding areas. o Town centre provides several facilities including restaurants, pubs and shops. o Local attractions include Greenwich Market, Cutty Sark and Greenwich Park. o Numerous schools and colleges nearby including University of Greenwich. o Short distance from Canary Wharf and the O2. Creek Road - Site Location
  • 3. Creek Road – Townhouses o Townhouses located to south of site are family homes which form the boundary to a nearby park. o An intimate mews space is created between theses houses and the rest of the development. o Quite streetscape will provide pedestrian route to town centre with car parking for owners.
  • 4. Concrete Formwork Construction o Technique used by contractor Bouygues in the construction of Creek Road, Greenwich involved using a combination of a bespoke vertical panel system specifically manufactured in France for Bouygues UK alongside a lightweight horizontal panel system. o Both these systems are modular however they are different to tunnel form systems which requires a very specific building typology. o This method allows for the construction of a more aesthetically pleasing design whereas tunnel form construction is suited to a repetitive stacked design. o The construction sequence must be split, casting vertical and horizontal elements separately (generally by core) as the systems are not designed to be used simultaneously. Bespoke vertical casting system manufactured for Bouygues UK in France (Images: Onur Osman) Horizontal and vertical formwork systems in place (Image: Luciano Vitello)
  • 5. Concrete Formwork Construction o A crane is essential to the construction sequence as it is needed to lift the formwork into a vertical position for it to be restrained using props. o Site operatives can then fix reinforcement and ties against the erected formwork. o If services/openings are required they can also be accommodated at this stage. o The opposing face of the formwork is then positioned at the correct distance by using wedge clamps which will also hold the two panels in place. o Concrete is then poured and once it has hardened sufficiently the formwork is stripped, easily cleaned and moved to the next position. Left, view from crane across site (Image: Bouygues UK) Below, crane jib snapped in high winds from Storm Katie, Easter 2016 (Image: Darren Higgins)
  • 6. Concrete Formwork Construction o The process of positioning and setting up a full rig can take the majority of a day. o If complete and there is adequate time left to supervisor a pour the concrete can then be cast. o The concrete is left to harden and set which can take up to 3-4days, once set the formwork can be struck and positioned into its next location. This process is to be repeated until all vertical members in the core are cast. o Recent innovation in formwork has led to the development of several different types of small lightweight modular systems that offer versatile formwork solutions on site including lightweight horizontal panel systems. Lightweight horizontal formwork system erected / Workers laying reinforcement from above / Reinforcement in position awaiting concrete pour (Images: Luciano Vitello)
  • 7. Concrete Formwork Construction o The unique feature of using the Creek Road construction technique was that all external, party walls and cores were cast in-situ as shear walls. o This enabled the construction team to install windows and curtain walling to form an effective watertight seal allowing the first fix to commence at an earlier date than would have previously been expected. o Routing of services are of utmost importance early in the design process, mistakes can be time consuming to rectify. Windows inserted forming building envelope, installation of insulation and brickwork (Images: Robert Greshoff) Lightweight horizontal formwork system removed and cantilever propped (Image: Luciano Vitello) Left, remedial work needed to re-route services (Images: Darren Higgins)
  • 8. Detail 1 – Cantilevered Soffit o Horizontal formwork system erected o Reinforcing positioned o Concrete slab poured o Vertical formwork system is erected o Reinforcing positioned o Concrete poured o Vertical formwork struck o Horizontal system remains in position o Horizontal formwork struck o Slab propped until fully cured o Props removed. o Acoustic resilient layer lapped and tapped o Floor and perimeter insulation laid o Screen poured o Skirting and internal floor finish inserted o Masonry support system wall ties fixed o Brick laid, cavity tray positioned o Insulation cut and secured in place o Fire barrier inserted and DPC lapped over o Insulation and brickwork continue vertically o Soffit support system to underside of slab o Brickslip system fixed o MVHR system installed o Remaining soffit supports installed o Timber soffit finish with insect mesh fitted
  • 9. Detail 2 – External Wall/Soffit o Vertical formwork system erected o Reinforcing positioned o Concrete poured o Horizontal formwork system is erected o Reinforcing positioned o Concrete poured o Vertical formwork struck o Horizontal system remains in position o Horizontal formwork struck o Slab propped until fully cured o Props removed o Wall ties fixed o External insulation cut and secured o Brickwork laid o MVHR system installed o First fix started o Acoustic resilient layer lapped and tapped o Floor insulation laid o Screed poured, internal floor finish fitted o Soffit support system to underside of slab o Shadow gap feature fixed o Insulation to soffit and envelope applied o DPC lapped and sealed o Remaining soffit supports installed o Timber soffit finish with insect mesh fitted
  • 10. Detail 3 – Window Section o Vertical formwork system erected o Openings for windows inserted o Reinforcing positioned o Concrete poured o Horizontal formwork system is erected o Reinforcing positioned o Concrete poured o Vertical formwork moved to next level o Horizontal formwork struck o Slab propped until fully cured o Props removed o Timber packers cut to suit and fixed o Windows lifted into position o Window brackets secured to timber packers o EPDM sealed to face of concrete and lapped with windows waterproof membrane o Internal finished to bottom floor complete o Acoustic resilient layer lapped and tapped o Perimeter insulation fixed, screed poured o Toe board fitted, internal floor finish laid o Masonry support system secured o External insulation cut and fixed around DPC o Masonry course continued vertically o External MVHR system installed o Cavity tray placed o DPC lapped and sealed over fire barrier o Aluminium flashings by window manufacturer applied and fully sealed