Special foundation | FRANKI NG New Generation Piles

Windpark
IN KAMIONKA
References
Windpark
IN WYSOKA
Concreting
the blinding layer
after construction
•Motorway A1 Rusocin – Nowe Marzy
•Container terminal in Gdańsk
•Wind farm in Subkowy II
•Assembling Hall for Shipyards
in Gdynia Port
•Wind farm in Nowotna
•Wind farm in Masłowice
Franki Rig
IN KAMIONKA
Gdynia
•Wind farm in Stramnica
•Wind Farm in Kukinia
Słupsk
Gdańsk
Elbląg
Koszalin
Kołobrzeg
•Wind farm in Tolkowiec
•Bridge over the river Babica
Olsztyn
•Bridge over the river Vistula
•Wind farm in Kisielice
•Wind farm in Gawłowice (PEP I)
Szczecin
•Wind farm in Kamionka
•Wind farm in Wysoka
•Wind farm in Nowe
Chrapowo
Bydgoszcz
Toruń
Gorzów Wlkp
Pile load test
Suwałki
•Wind farm in Skurpie (PEP III)
•Mrówka market in Chełmża
Białystok
Ostrołęka
Włocławek
•Wind farm in Redecz Wielki
Poznań
•Motorway A2
Stryków – Konotopa, seg. B, C, E
Warszawa
•Wind farm in Rzepin
•Express road S3
Klucz Międzyrzecz Południe
– Klucz Sulechów
•Solid waste incineration
plant in Konin
Kalisz
Zielona Góra
•Wind farm in Pudzików
•Wind farm in Jadwinówka
•Wind farm in Pruszków
Łódź
•Ring road in Pabianice
•Bridge over the river Ślęża
•Sugar factory in Strzelin
•Provincial eastern roadway
Bielany – Łany – Długołęka
•Regional road no. 8
and express road S-61
– ring road Augustów
•Wind farm in Rajgród (PEP II)
Radom
Wrocław
•Road bridge in Opatów
Kielce
Częstochowa
Lublin
Zamość
Tarnobrzeg
Opole
•Road no. 849
Katowice
•Bridge over the river Stradomka
•Bridge over the river Nysa Kłodzka
•Viaduct over railway
and Księżycowa street
Rzeszów
Kraków
Nowy Sącz
Przemyśl
•Motorway A1 Bełk – Świerklany
•Motorway A1 Świerklany – Gorzyczki
•Express road S1 (bridge)
•Sewage treatment plant
in Łaziska Górne
•Road viaduct in Chrzanów
Franki pile manufacture
Construction site
IN GDANSK
Container terminal
Pilehead
after
cutting
31-358 Kraków, ul. Jasnogórska 44
tel.: +48 12 622 75 60
faks: +48 12 622 75 70
e-mail: [email protected]
www.frankipolska.pl
Special foundation | FRANKI NG
Fundamenty specjalne | FRANKI NG
New Generation Piles
Pale Nowej Generacji
Project / Projekt
Technical advice / Doradztwo techniczne
Execution / Wykonanie
Manufacturing process with gravel pre-compression
Manufacturing process
Set driving pipe
in place, fill in
stopper concrete
and ram in
Ramming in the driving
pipe through inner
ramming with free
fall pile hammer
Formation of the pile
base through ramming
down the conrete
Fitting the reinforcing
cage and conreting
the shaft
Capping the pile
head; arranging
the connecting
reinforcement
Ramming in the driving pipe
through inner ramming with
free fall pipe hammer until soil
load-bearing foundation soil
is reached
Ramming down
the gravel whilst
pulling the pipe
Ramming back
the pipe into the
gravel previously
rammed down
pulling
the driving
pipe
driving pipe
pulling
during
base
formation
free fall pile
hammer
refiling
concrete
Capping the pile
head; arranging
the connecting
reinforcement
Forming a pile
base through
ramming down
concrete
Ground profile
Pressure sounding
Resistance-Settlement-Line
Load [MN]
Filling
pulling when
forming base
Clay soil
refilling
concrete
the pile is finished and
after hardening ready to
bear loads
stopper made of
concrete
or gravel
Foundation soil ‡ Load
refilling
of gravel
refilling of
concrete
fitting the
reinforcing cage
Peat
the pile is
finished and after
hardering ready to
bear loads
Clay soil
non load-bearing
foundation soil
pile drive onto
the stopper
GW
GW
Peat
non load-bearing
foundation soil
always waterresistant closing
with stopper
Sand
Clay soil
penetration
into the earth
load-bearing
foundation soil
always waterresistant closing
with stopper
Applications
-
- All types of constructions
- Contaminated foundation soil
- Fluctuating foundation soil conditions
Very high pile loads
Very low settlement
Full ground displacement
Optimum adaptation to the foundation soil
Base expansion
Diameter 42, 51, 56, 61 cm
Application possibilities
Zastosowanie
The FRANKIPILE NG can be used in a wide range of foundation soil
conditions as a deep foundation element for all types of constructions such as, e.g. bridges, roads, tunnels, industrial and office buildings, dock bases, craneways, wind power plants and many more. It
offers particular advantages in places where high loads have to be
transferred or where good, load-bearing foundation soil only occurs
very deep down in the ground.
Where very high loads have to be transferred in restricted areas, a
further development is available in the form of the Megapile, which
enables pile loads of up to R2,K = 6000 kN, depending on the foundation soil. The pile system has a
wide variety of designs enabling it to be ideally adapted individually to the various types of foundation soil conditions and building site situations.
Vertical piles as well as sloping piles tilted up
to 4:1 are available. Due to its base expansion
the FRANKIPILE NG is also well suited to absorbing tensile loads. The dimensioning and
the manufacturing of the FRANKIPILE NG are
carried out according to DIN 1054 and DIN EN
12699. For preliminary dimensioning, dimensioning curves are given for the FRANKIPILE NG in
the “EA-piles” for both non-cohesive and cohesive soils.
Pal Franki NG może być stosowany jako element posadowienia
w bardzo zróżnicowanych warunkach gruntowych przy budowie takich obiektów jak np.: budynki biurowe i przemysłowe, budowa dróg
i mostów, doki stoczniowe, trasy dźwigowe i siłownie wiatrowe.
Szczególnie dobrze spełnia swoje zadanie tam gdzie zachodzi potrzeba przejęcia dużych obciążeń lub tam gdzie nośny grunt znajduje się na dużej głębokości.
Dzięki
szerokiemu
wachlarzowi
możliwości
wykonania
Pal Franki NG może być optymalnie dostosowany do panujących warunków gruntowych i do położenia planowanego obiektu.
Istnieje możliwość stawiania pali pionowych jak
również pochylonych w proporcji 4:1.
Rozbudowana stopa pala umożliwia stosowanie
pali jako pale kotwiące.
Pale Franki NG są wykonywane według norm:
DIN 1054 i DIN EN 12699.
Foundation of the wind turbine
penetration
into the earth
ramming
down the base
FRANKIPILE Rig
Specification
Setting [mm]
ramming
down the
base
load-bearing
foundation soil
Sand
compressed
foundation soil
Depth [m]
Manufacturing process
Wykonanie | Produkcja
The FRANKIPILE NG is a cast-in situ concrete foundation pile with a recovered driving pipe. This is closed watertight underneath by means of a
stopper made of dry concrete or grit. A free fall pile hammer working in the
pipe strikes onto this stopper, thereby driving the pipe into the ground.
The resulting pile driving work (number of strikes/m) is a measure of
the load-bearing capacity of the ground at the respective pile location.
After reaching the target depth and the pile driving criteria respectively,
the stopper is detached and the necessary base concrete quantity is
rammed down. Finally a reinforcing cage is adjusted, concrete filled in
and the driving pipe pulled up again.
Should the in-situ ground have insufficient load-bearing capacity at the
intended settling depth, ground improvement can be carried out before
manufacturing the pile base by means of gravel pre-compression. In
this case the ground is improved in a corresponding area below and
above the pile settling depth by means of ramming down gravel.
Pal FRANKI NG jest żelbetowym palem przemieszczeniowym wykonywanym metodą dynamiczną przy zastosowaniu rury prowadzącej
(wielokrotnego użytku).
Na początku procesu wykonywania pala rura prowadząca zostaje
zakorkowana warstwą betonu lub żwiru. Warstwa ta jest następnie
uderzana swobodnie opadającym ubijakiem, powodującym pogrążanie rury w grunt. Ilość uderzeń na metr zagłębienia rury (posuw rury)
określa pracę, która odzwierciedla nośność danego gruntu.
Po osiągnięciu odpowiedniej głębokości zaczyna się formowanie stopy pala poprzez odpowiednie ubijanie betonu. Po uformowaniu stopy
pala wprowadzamy do rury kosz zbrojeniowy i rozpoczynamy proces
betonowania trzonu pala.
Environmental friendliness
Zastosowanie rury prowadzącej sprawia, że proces stawiania
Pali Franki NG jest ubogi w emisję hałasu, co umożliwia jego zastosowanie w bezpośrednim sąsiedztwie istniejących już budowli.
Podczas stawiania Pali Franki NG nie zachodzi potrzeba usuwania
materiału gdyż zostaje on całkowicie zagęszczony w trakcie całego
procesu.
Pale Franki NG są sprawdzonym sposobem posadowienia nawet na
wyjątkowo trudnych (skażonych) podłożach.
The manufacturing of the FRANKIPILE NG takes place with low emissions due to internal pile driving. In the case of favourable boundary
conditions it is also possible to carry out the foundation work with this
pile system in the proximity of existing buildings. Due to the full earth
displacement it is not necessary to transport earth, this therefore excludes the earth becoming loosened. The pile system has proven itself
many times in building projects on contaminated sites.
Ground profile
Pressure sounding
Load [MN]
Topsoil
Course clay
Gravel/Stones
Sand
Gravel/Stones
Sand
Clay
Gravel precompressing
Wpływ na środowisko naturalne
Economic efficiency
Rentowność
The specific adaptation of the possible design variations to the foundation soil and the building site situation result in optimum utilisation with regard to the load-bearing capacity and pile length. Its
almost 100-year application in building works is based on its perfected technology, high manufacturing standards and excellent economic efficiency.
Dzięki szerokiemu wachlarzowi możliwości wykonania, Pale Franki
NG są optymalnie dopasowane pod względem obciążenia i długości do
panujących warunków gruntowych i położenia palowanego obiektu.
Pal Franki NG dzięki bezpiecznej sprawdzonej technologii i wysokiemu standardowi wykonania oraz wyjątkowym walorom ekonomicznym, znajdują zastosowanie w budownictwie od prawie 100 lat.
Resistance-Settlement-Line
Setting [mm]
Depth [m]
Our possible pile systems
Pile systems
Diameter (cm)
Characteristic Resistance R2,k (kN)
Frankipile
42 - 71
1500 - 6000
Simplexpile
42 - 61
1200 - 2800
Steel pipe driven pile
32 - 36
500 - 600
41/51 - 46/56
1200 - 1600
88 - 150
1500 - 6000
Partly displacement bored pile
42 - 61
800 - 2000
Micropile
20 - 30
400 - 100
Atlaspile
Large diameter bored pile