for u sheet piles - gikenf201 has wider adoptability and is applicable to standard mode, water...

© 2014 GIKEN LTD. All Rights Reserved. T4_Ver 3.0ENus01 / 25 Jan 2017

for U Sheet Piles15.74 - 23.62 in wide

International Business Department

3948-1 Nunoshida, Kochi-shi, Kochi 781-5195, Japan

Tel. : +81-(0)88-846-2980 Fax : +81-(0)88-826-5288

Email : [email protected]

GIKEN LTD.

For more contact information, please visit:

http://www.giken.com/en/contactus/groupcompanies

Construction Solutions Company www.giken.com

Global Network : Japan, USA, UK, Germany, Singapore, China

2

Applicable to 15.75-23.62in wide U Sheet Pile and soft to hard ground conditions

F201 has wider adoptability and is applicable to Standard Mode, Water Jetting Mode, and Super Crush Mode and 15.75in, 19.69in and 23.62in wide U sheet pile by changing the chuck and chuck frame, and equipping suitable attachments.

Standard ModeWater Jetting ModeSuper Crush Mode

1

1

Silent Piler F201

The F201 features a new modular design developed by optimising all the partsand drastically modifying the structure, shape, and material. Not only are the main component parts more versatile, it is also equipped with a cutting-edge control system,and realising high functionality and longer operation life.

Flexible and Functional Formula

Modular model applicable to U Sheet Piles (15.75-23.62in wide)

Longer Operational Life and Higher Functionality by New Control System

The new control system manages the position of the press-in machine and controls load generation from press-in work during operation, maximising the durability of each part.Also, control of the machine is remarkably improved by the Press-in Force Control System and the Phaseless Linear Auger Torque Control System.

2

Piler Jet ReelPiler Jet Reel

Leader Mast

Slide Frame

Saddle

Clamps

Leader Mast

Slide Frame

Saddle

Clamps

Hose ReelHose Reel

Pile AugerPile Auger・for 15.75in wide・for 19.69-23.62in wide・for 15.75in wide・for 19.69-23.62in wide

Silent Piler Main BodyHose Reel

Piler Jet Reel

505050 2525 00SPT N ValuesSPT N ValuesSPT N Values

Pile Auger

Super CrushMode Chuck

StandardMode Chuck

StandardMode Chuck

Load applied to Silent Pilercan be reduced.

Pile width corresponding to the Chuckis automatically detected.

Maximum Up/DownStroke Forceis regulated.

Position of the Press-in Machine isautomatically detected

Up/Down Stroke Force is optimised.

■ Secondary Piling ■ Raised Chuck■ Corner Piling

3 4

Rotation

4Pile Installation into Hard Ground3

1 2

The "Pilot Coring Theory", GIKEN's original theory, makes the Hard Ground Press-in Method able to install sheet piles into difficult ground conditions such as gravelly soil and cobble or boulder mixed soil without losing the advantages of the Press-in Method. The augering area can be reduced to assist pile installation, minimising volume of spoil and disturbance to the soil strata. Hence, high bearing capacity is available from sheet piles which are installed by the Hard Ground Press-in Method.

Crushing cobbles / boulders by wedge effect

Press-in with the Pile AugerExtracting the Pile Auger

after completion ofsheet pile installation

Auger Motor

Slide Cover

Pile Auger

Auger Screw

Casing

Auger HeadAuger HeadAuger Head

Locking FunctionLock functions in the leader mast, chuck and clamps secure Silent Piler against drilling torque and increase drilling efficiency and accuracy of pile installation.

Chuck Lock

Leader Mast Lock

*

Low Emission EngineThe Power Unit for the F201 is a new generation model with environmentally friendly specifications. It is designed with strict concepts for clean emissions with high combustion efficiency and with GIKEN's original hydraulic control technologies.

New Generation Power Unit EU300K4

*

GIKEN IT System Press-in Monitoring and Data Logging SystemGIKEN's engineers can monitor individual Silent Pilers, such as operating condition, maintenance records and location. Quick advice for any technical troubles is available promptly and appropriate information can also be provided to prevent troubles.

Press-in monitoring data can be used for quality control and information modelling of the foundation. Operators are able to keep working while checking data such as press-in force, auger torque, and working hours of press-in work, on a tablet or PC (both optional extras).

Scientific Execution of Press-in Work & Advanced IT Functions5

The system is not available in the countries where authorisation forusage cannot be acquired.

GIKEN IT System

Tablet / PC

Press-in Monitoring dataMachine InformationOperating ManualParts ListBorehole Data

Press-in Monitoring dataPress-in Monitoring data

GPS Satellite

Client

Total Support Center

DedicatedServer

User Office

AccumulatedInformation

Location InformationOperating InformationMaintenance InformationParts Replacement History

Mechanical Support

Technical Support

MaintenanceSupport

Press-inMonitoring data

Press-inMonitoring data

Job Site

Designated Factory

dPreess-in Monitoring dMPPress-in Monitoring dg ata

dB(A)

Busy Office

Conversation Speech

e.g. Noise Limitin Urban Area

Super Eco Mode

Eco Mode

Power Mode

70(BS5228)

70(BS5228)

6565

63.063.0

55-6555-65

60.960.9

59.559.5

-10.

5 dB

(A)

-9.1

dB

(A)

-7.0

dB

(A)

dB(A):A-weighted Decibels

It clears allowable construction noise levels in many industrialized countries.

Ultra Low Noise Level

*

Standard Application ofBiodegradable Oil

The F201 uses biodegradable Piler Eco Oil and Piler Eco Grease. Therefore, if hydraulic oil or grease is spilled into soil or water, there will be no environmental damage to the surrounding ecosystem. In addition, the machines are painted with TX-Free non-leaded paint*.

Environmentally friendly paint which does not containtoluene, xylene, and lead based pigment.

6

The above specifications are subject to alteration without prior notice

5

Su

per

Cru

sh M

od

e

15.74 in wide 19.68 in wide 23.62 in wide F201 Specifications

Reaction Stand

6' 7

.52

"

15' 3

.07

"

1' 7

.29

"

18' 4.47"

At Transportation 11' 3.82"

Reaction Stand (with Leveling Jack)

Mass 4188 lb

Power Unit

F201-C400 F201-C500 F201-C600

F201-400 F201-500 F201-600

F201-400 F201-500 F201-600

Chuck Mass

Standard Mode ChuckSheet Pile Width Super Crush Mode Chuck

6283 lb 7495 lb

5621 lb

19.68, 23.62 in

15.74 in 6393 lb

Leveling Jack

Wat

er J

etti

ng

Mo

de

Sta

nd

ard

Mo

de

Dimensions & Specifications

MA

X 1

3' 6

.99

"


MA

X 1

3' 6

.99

"


MA

X 1

3' 6

.99

"


Piler Jet Reel

Applicable pile length

Mass

Standard 55.77 ft (Max. 88.58 ft)

1807 lb

JR28

Max. Press-in Force

Max. Extraction Force

Stroke

Press-in Speed

Extraction Speed

Control System

Mass(Main Body & Hose Reel)

89.9 ton(US)

101.1 ton(US)

33.46 in

1.6 ~ 14.7 ft/min

3.6 ~ 30.8 ft/min

Radio Control

for 15.74 in wide sheet pile 29012 lb

for 19.68, 23.62 in wide sheet pile 30115 lb

Hose Reel

6194 lb

Pile AugerApplicable pile length(Standard)

Mass

Total Mass

Max 78.74 ft*

4078 lb





PA22

HR17C

Auger Motor

Casing Auger


9' 1.64"

MA

X 1

3' 8

.56

"

8' 8

.33

"


9' 8.92"

MA

X 1

3' 8

.56

"

8' 8

.33

"

Piler Jet ReelJR28

MA

X 1

3' 8

.56

"

8' 8

.33

"


8' 5.96"

● Super Crush Mode

Max. Press-in Force


Stroke

Press-in Speed

Extraction Speed

Control System

Mass(Main Body & Piler Jet Reel)

168.6 ton(US)

179.8 ton(US)

33.46 in

4.5 ~ 98.4 ft/min

3.6 ~ 76.1 ft/min

Radio Control



● Water Jetting Mode

Max. Press-in Force


Stroke

Press-in Speed

Extraction Speed

Control System

Mass(Main Body)

168.6 ton(US)

179.8 ton(US)

33.46 in

4.59 ~ 98.42 ft/min

3.60 ~ 76.11 ft/min

Radio Control



● Standard Mode

9' 1.64"

8' 8

.33

"

MA

X 1

1' 5

.79

"

for 15.74 in wideStandard Mode Chuck

for 19.68-23.62 in wideStandard Mode Chuck

for 19.68-23.62 in wideStandard Mode Chuck

MAX

11' 5

.79

"

8' 8

.33

"

3' 7

.11"

8' 5.96" 9' 8.92"

8' 8

.33

"

MA

X 1

1'5.

79"

Piler Jet Reel is an optional item

At Extraction

AtTransportation

*Max 98.42 ft in special mode

Mass(Standard) (including Hose Reel Bracket)

AtTrans-portation

Hose Reel

Auger Motor

for 15.74 in wideCasing Auger

for 19.68-23.62 in wideCasing Auger

for 19.68-23.62 in wideCasing Auger

4' 1

.80

"

3' 1

1.24

"

At T

rans

por

tatio

n 9'

3.6

1"

10' 11.88"

1' 6

.50

"

106'

7.5

2"(

For

shee

t pile

leng

th 7

8.74

ft)

4' 9.08"

4' 2

.98"

6' 6

.74"

4' 1

.80

"

3' 1

1.24

"

At T

rans

por

tatio

n 9'

3.6

1"

11' 6.18"

106'

7.5

2" (

For

shee

t pile

leng

th 7

8.74

ft)

4' 9.08"

4' 2

.98"

6' 6

.74"

1' 6

.50

"

4' 1

.80

"

3' 1

1.24

"

At T

rans

por

tatio

n 9'

3.6

1"

11' 6.18"

106'

7.5

2" (

For

shee

t pile

leng

th 7

8.74

ft)

4' 9.08"

4' 2

.98"

6' 6

.74"

1' 6

.50

"

for 15.74 in wideSuper CrushMode Chuck

for 19.68-23.62 in wideSuper CrushMode Chuck

for 19.68-23.62 in wideSuper CrushMode Chuck

3' 7

.11"

3' 7

.11"

Power Unit

Diesel Engine

355 HP / 1800 rpm

316 HP / 1600 rpm

276 HP / 1400 rpm

159 US gal

Piler ECO Oil 166 US gal

10 US gal

0.87 mph

15983 lb (with 65.61 ft Hose)

EU300K4

Power Source

Rated Output

Fuel Tank Capacity

Hydraulic Reservoir

Urea Additive Tank Capacity

Moving Speed

Mass

Power Mode

Eco Mode

Super Eco Mode

5' 10.86"

6' 5.16"

6' 11.07"

5' 1

1.0

6"

7' 8

.51"

14' 1.68" 1' 9

.45"

7 8

0 10 20 30 40

*Extrapolated SPT-N Value when over 50.

▼ Borehole Log

Emergency Land Slide Remedial Works

F201 Project Data Sheet

SandyGRAVEL

Gravelmixed SAND

LAVA

U S

heet

Pile

SPⅢ L

= 22.97 ft

F201 Demonstration Test

Project

Location

Period

Silent Piler

Type of Sheet Pile

Pile Length

Emergency Channel Construction Works

Oshima Town, Tokyo

March 2014 ~ May 2014

F201

U Sheet Pile SP Ⅲ22.97 ft

:

:

:

:

:

:

Project

Location

Period

Silent Piler

Type of Sheet Pile

Pile Length

Cofferdam Test Piling

Dong Gang Business District, Dalian China

November 2013 ~ December 2013

F201

U Sheet Pile SP Ⅳ39.37ft (Standard Mode)

39.37ft, 78.74ft (Super Crush Mode)

:

:

:

:

:

:

150

75

Refusal

Refusal

Refusal

Refusal

Refusal

Roller Holder

Pile RollerPile RollerPile Roller

Accessories

Standard Accessories

Optional Accessories

Auger Head ReplacementAttachment *

Casing Scraper *

Casing Scraper

Casing

Hose Roller

Hose Roller

Cable HangerCable HangerCable Hanger

Pile Laser

Piler Jet Reel (JR28)

Piler Stage Chuck Stage *

Auger Head *

Pile Roller Module Box

* Available for Super Crush Mode only.

■ 15.75in wide ■ 19.69-23.62in wide

OD15.75" Twin Blades

OD22.83" Twin Blades (Retractable) OD26.97" Triple Blades

OD21.26" Twin Blades

OD17.72" Triple Blades OD21.26" Triple Blades

OD12.99" Twin Blades OD17.72" Twin Blades

*

* for 23.62in wide only

OD21.26" Triple Blades

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

5

10

15

20

25

▼ Borehole Log

MUD

Muddy CLAY

Fine SAND

ModeratelyWeathered DIABASE

U S

heet

Pile

SPⅣ

L =

78.

74ft

50N Value

9 10

U S

heet

Pile

ⅣL

L =

27.89 ft

River Dike Disaster Remedial Works

Drainage Restoration Works in Dense Residential Area

5

10

15

20

25

30

35

40

0 10 20 30 40

MadeGROUND

SandyGRAVEL

Fine SAND

▼ Borehole Log


6

1

0

1

250

150

187

115

150

167

150

138

J Po

cket

Pile

JFE

SP

-4W

S, U

She

et P

ile S

PⅡw

L =

13.

12 ~

24.

61 ft

Installation of Sheet Pile Cut-off Wall into Hard Ground

Visit the following URL for more details.

GIKEN Project Leaflet Databasehttp://www.gtoss.net/en/pressin-archive

Data sheets can be searched and

downloaded by category.

0 10 20 30 40

CLAY

SAND

ClayeyGRAVEL

LapilliTUFF

▼ Borehole Log


4

4

52

225

60

225

360

U S

heet

Pile

SPⅢ

w a

nd S

PⅣ

w L

= 2

4.61

~ 5

4.13

ft

0 10 20 30 40

SAND

RubbleMOUND

RCREVETMENT(with φ22mmreinforcement)

▼ Borehole Log

23

25

Drilling the existing RC Revetment

21

22

MadeGROUND

Project

Location

Period

Silent Piler

Type of Sheet Pile

Pile Length

Machida City Public Sewer System, Storm-Water Sewer Construction Works

Machida City, Tokyo

May 2013

F201

U Sheet Pile SP ⅥL

27.89 ft

:

:

:

:

:

:

Project

Location

Period

Silent Piler

Type of Sheet Pile

Pile Length

Demolition of Miyagi Prefectural Public Health and Environment Bldg.- Second Phase

Sendai City, Miyagi

October 2013 ~ November 2013

F201

J Pocket Pile JFESP-4WS, U Sheet Pile SP Ⅱw

13.12 ~ 24.61 ft

:

:

:

:

:

:

Project

Location

Period

Silent Piler

Type of Sheet Pile

Pile Length

Embankment Restoration Work Section 4, Natori River

Natori City, Miyagi

September 2013 ~ October 2013

F201

U Sheet Pile SP Ⅲw and SP Ⅳw

24.61 ~ 54.13 ft

:

:

:

:

:

:

50N Value

50N Value

50N Value

5

10

15

20

25

30

35

40

45

50

55

5

10

15

20

25

© 2014 GIKEN LTD. All Rights Reserved. T4_Ver 3.0ENus01 / 25 Jan 2017

for U Sheet Piles15.74 - 23.62 in wide

International Business Department

3948-1 Nunoshida, Kochi-shi, Kochi 781-5195, Japan

Tel. : +81-(0)88-846-2980 Fax : +81-(0)88-826-5288

Email : [email protected]

GIKEN LTD.

For more contact information, please visit:

http://www.giken.com/en/contactus/groupcompanies

Construction Solutions Company www.giken.com

Global Network : Japan, USA, UK, Germany, Singapore, China

for u sheet piles - gikenf201 has wider adoptability and is applicable to standard mode, water...

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