400-600mm wide - 株式会社技研製作所 – giken · applicable to 400-600mm wide u sheet...

for U Sheet Piles400-600mm wide

2

Applicable to 400-600mm 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 400mm, 500mm and 600mm wide U sheet pile by changing the chuck and chuck frame, and equipping suitable attachments.

Standard ModeWater Jetting ModeSuper Crush Mode

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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 (400-600mm 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.

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Piler Jet ReelPiler Jet Reel

Leader Mast

Slide Frame

Saddle

Clamps

Leader Mast

Slide Frame

Saddle

Clamps

Hose ReelHose Reel

Pile AugerPile Auger・for 400mm wide・for 500-600mm wide・for 400mm wide・for 500-600mm 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

Pile 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

*

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

New Generation Power Unit EU300K44

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

*

Low Emission Engine Standard Application ofBiodegradable OilThe Power Unit of the F201 is a new

generation model and has environmen-ta l ly - f r iendly speci f icat ions. I t is designed with strict concepts for clean emissions with high combustion effi-ciency and GIKEN's original hydraulic control technologies.

It clears allowable construction noise levels in many industrialised countries.

Ultra Low Noise Level

The F201 uses bio-degradable Piler Eco Oil and Piler Eco Grease. Hence, 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.

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The above specifications are subject to alteration without prior notice

5

Su

per

Cru

sh M

od

e

400mm wide 500mm wide 600mm wide F201 Specifications

Reaction Stand

2020

4650

490

5600

At Transportation 3450

Reaction Stand (with Leveling Jack)

Mass 1900 kg

Power Unit

Power Unit

Diesel Engine

265 kW (360 ps) / 1800 min-1

236 kW (321 ps) / 1600 min-1

206 kW (280 ps) / 1400 min-1

600 L

Piler ECO Oil 630 L

38 L

1.4 km/h

7250 kg (with 20m 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

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

2850 kg 3400 kg

2550 kg

500, 600 mm

400 mm 2900 kg

Leveling Jack

Wat

er J

etti

ng

Mo

de

Sta

nd

ard

Mo

de

Dimensions & Specifications

2110

180

554

5

2350

4310

1800

1960

MA

X 4

140


MA

X 4

140


MA

X 4

140


Piler Jet Reel

Applicable pile length

Mass

Standard 17.0 m (Max. 27.0 m)

820 kg

JR28

Max. Press-in Force

Max. Extraction Force

Stroke

Press-in Speed

Extraction Speed

Control System

Mass(Main Body & Hose Reel)

800 kN

900 kN

850 mm

0.5 ～ 4.5 m/min

1.1 ～ 9.4 m/min

Radio Control

for 400mm wide sheet pile 13160 kg

for 500, 600mm wide sheet pile 13660 kg

Hose Reel

2810 kg

Pile AugerApplicable pile length(Standard)

Mass

Total Mass

Max 24 m*

1850 kg





PA22

HR17C

Auger Motor

Casing Auger


2785

MA

X 4

180

2650


2970

MA

X 4

180

2650

Piler Jet ReelJR28

MA

X 4

180

2650


2590

● Super Crush Mode

Max. Press-in Force


Stroke

Press-in Speed

Extraction Speed

Control System

Mass(Main Body & Piler Jet Reel)

1500 kN

1600 kN

850 mm

1.4 ～ 30.0 m/min

1.1 ～ 23.2 m/min

Radio Control



● Water Jetting Mode

Max. Press-in Force


Stroke

Press-in Speed

Extraction Speed

Control System

Mass(Main Body)

1500 kN

1600 kN

850 mm

1.4 ～ 30.0 m/min

1.1 ～ 23.2 m/min

Radio Control



● Standard Mode

2785

2650 MA

X 3

500

for 400mm wideStandard Mode Chuck

for 500-600 mm wideStandard Mode Chuck

for 500-600 mm wideStandard Mode Chuck

MAX

350

0

2650

1095

2590 2970

2650 MA

X 3

500

Piler Jet Reel is an optional item

At Extraction

AtTransportation

*Max 30m in special mode

Mass(Standard) (including Hose Reel Bracket)

AtTrans-portation

Hose Reel

Auger Motor

for 400mm wideCasing Auger

for 500,600mm wideCasing Auger

for 500,600mm wideCasing Auger

126

5

120

0

At T

rans

por

tatio

n 28

35

3350

470

3250

0(F

or s

heet

pile

leng

th 2

4m)

1450

1295

200

0

126

5

120

0

At T

rans

por

tatio

n 28

35

3510

3250

0(F

or s

heet

pile

leng

th 2

4m)

1450

1295

200

0

470

126

5

120

0

At T

rans

por

tatio

n 28

35

3510

3250

0(F

or s

heet

pile

leng

th 2

4m)

1450

1295

200

0

470

for 400mm wideSuper CrushMode Chuck

for 500-600mm wideSuper CrushMode Chuck

for 500-600mm wideSuper CrushMode Chuck

1095

1095

7 8

1

2

3

4

5

6

7

0 10 20 30 40 50

*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

= 7

.0 m

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 Ⅲ7.0 m

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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 Ⅳ12m (Standard Mode)

12m, 24m (Super Crush Mode)

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:

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.

■ 400mm wide ■ 500-600mm wide

φ400 Twin Blades

φ580 Twin Blades (Retractable) φ685 Triple Blades

φ540 Twin Blades

φ450 Triple Blades φ540 Triple Blades

φ330 Twin Blades φ450 Twin Blades

*

* for 600mm wide only

φ540 Triple Blades

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

▼ Borehole Log

MUD

Muddy CLAY

Fine SAND

ModeratelyWeathered DIABASE

U S

heet

Pile

SPⅣ

L =

24.

0 m

9 10

U S

heet

Pile

ⅣL

L =

8.5

m

River Dike Disaster Remedial Works

Drainage Restoration Works in Dense Residential Area

1

2

3

4

5

6

7

8

9

10

11

12

0 10 20 30 40 50

MadeGROUND

SandyGRAVEL

Fine SAND

▼ Borehole Log


6

1

0

1

250

150

187

115

150

167

150

138

J P

ocke

t Pile

JF

ES

P-4

WS

, U S

heet

Pile

SPⅡ

w L

= 4

.0 ~

7.5

m

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.

1

2

3

4

5

6

7

0 10 20 30 40 50

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

= 7

.5 ~

16.

5 m

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

0 10 20 30 40 50

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

8.5 m

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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

4.0 ~ 7.5 m

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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

7.5 ~ 16.5 m

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© 2014 GIKEN LTD. All Rights Reserved. T4_Ver 3.0EN01 / 01 Feb 2017

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400-600mm wide - 株式会社 技研製作所 – giken · applicable to 400-600mm wide u sheet...

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400-600mm wide - 株式会社技研製作所 – giken · applicable to 400-600mm wide u sheet...