Underground Engineering Equipments Products · winches. According to the working features of...

ZYJ Series Hydraulic Static Pile Driver

SWDM Series Multi-purpose Rotary Drilling Rig

SWSD Series Multi-purpose Dual Rotary Drilling Rig

SWMC Series Tri-axial Soil Mixing Wall Drilling Rig

SWTM Dynamic Compaction Machinery

SWHG Hydraulic diaphragm wall grab

SWMD Hydraulic crawler drill

SWCFG Continuous Flight Auger Drilling Rig

X-II-Z EN 2016-07(MACM)-⑤

Please read the maunal book and maintenance book before operation, changes are periodically added to the information, and Sunward may change the products or services described in this book at any time without announcement. All rights of this manual book reserve to Sunward. SUNWARD Internal Use Only Underground Engineering Equipments Products

Sunward Hydraulic Static Pile driver is a kind environment-friendly foundation equipment. It features no pollution, no noise, no vibration,

fast piling, etc. which represents the future direction of pile driving machinery development. The ZYJ series Hydraulic Static Pile Driver

has more than 20 models, ranges from 80 tons to 1200 tons piling force.


Cutting-edge Technologies

Unique side piling and corner piling device

Simple structure and ease of transport

High efficient power-saving constant-efficiency pilling system

With ergonomic-design cabin and operation panel

New hydraulic step-walking

Technology and Equipment

02Underground Engineering Equipments Products

(此装置供用户选择)

Optional clamping mechanism (Clamping box)

Square & round pile clamping available

(Clamping box)

"H" shape steel pile available

(patent No. ZL022223278.8)

" H" shape steel pile mechanism

powered by multi points clamping

technology, with special structure,

material, gear shape and heat treatment

technology, successfully prevented

sliding from clamping device while piling.

Explicit and effective piling verticality monitoring

system enables the operator to observe pile

verticality and control piling quality.

3D modeling, engineering analysis, and dynamic

simulation technologies for accurate design and

efficient.




Technical data

Parameter

Pile-pressing monitor & record system

(optional)

3D hydraulic pipe layout

Dimension

Working length

Working width

Transportation height

mm

mm

mm

tf

Unit

6000

3940

3500

ZYJ60B

60Max. piling force

m/min 2.4Min. piling speed

m/min 10.8M . piling speedax

Lengthwise

Widthwise

Angel

m

m

°

1.6

0.4

14

Travellling

ability

m 1.4Lifting stroke

QY5CStandard crane model

m 8Max. length of pile

Long ship

Short ship

Side pile distance

kPa

kPa

128

140

290

Ground

pressure

mm

Min. angle pile distance 1040mm

Max. circular pile jaw 250mm

Max. square pile jaw 250mm

6650

4100

3200

ZYJ90B

90

2.4

8.3

1.6

0.4

14

1.4

QY5C

9

100

119

340

730

350

350

6650

4100

3580

ZYJ100B

100

2.4

8.0

1.6

0.4

14

1.4

QY5C

9

110

129

340

730

400

400

7911

4100

3630

ZYJ120B-III

120

1.6

6.2

1.6

0.4

13

1.4

QY8C

13

128

128

346

1140

350/400

350/400

9855

5000

3591

ZYJ180B-II

180

2.5

12.6

2.2

0.4

10

1.4

QY8C

13

136

141

398

1498

400

400

11800

6200

3141

ZYJ260B-II

260

1.12

7.0

3.6

0.6

8

0.9

QY12D

14

99

121

860

1570

500

500

13133

6530

3238

ZYJ360B-II

360

1.4

7.2

3.6

0.7

8

0.9

QY12C

14

122

145

1240

1620

600

600

Pile clamping box (optional) 2518 3522 3522/4022 3522/4022 4025 5022 6025

Parameter

Dimension

Working length

Working width

Transportation height

mm

mm

mm

tf

Unit

13400

7310

3386

ZYJ460B-II

460Max. piling force

m/min 0.95Min. piling speed

m/min 9.5M . piling speedax

Lengthwise

Widthwise

Angel

m

m

°

3.6

0.7

8

Travellling

ability

m 1Lifting stroke

QY16D/QY12CStandard crane model

m 14.5Max. length of pile

Long ship

Short ship

Side pile distance

kPa

kPa

112

155

1045

Ground

pressure

mm

Min. angle pile distance 1593mm

Max. circular pile jaw 600mm

Max. square pile jaw 600mm

13500

7860

3242

ZYJ600B-II

600

0.7

6.45

3.6

0.7

8

1.1

QY16C

15

132

162

600

1100

600

600

14000

8360

3240

ZYJ680B-II

680

0.9

6.85

3.6

0.7

8

1.1

QY16C

15

137

168

600

1160

600

600

14000

8560

3320

ZYJ860B-II

860

0.8

7

3.6

0.7

8

1.1

QY25C

16

154

203

600

1160

800

600

15122

9160

3240

ZYJ960B-II

960

0.7

7.3

3.6

0.7

8

1.1

QY25C

16

148

196

995

2500

800

800

17315

9160

3490

ZYJ1060B-II

1060

0.7

7.6

3.6

0.7

5

1.1

QY25C

16

150

198

995

2500

800

600

18679

9600

2998

ZYJ1260B

1260

0.6

7.8

3.6

0.7

8

1.6

QY35C

23

150

200

2162

2528

1000

600

Pile clamping box (optional) 6028/6014 6032/6014 6032/6016 8016/6038/6036/6016

8038/8016/6038

8016/6038 10036

▼

No need to replace the kelly sleeve to equip both friction or interlocking kelly bar

or other combination kelly bar.

Optional drilling tools including Bucket, Auger, Core barrel, Roller bit core barrel

to drill into clay, sand, pebble and rock stratums.

Sunward multi-purpose Rotary Drilling rig is a kind of equipment for cast-in-situ boring pile. Key

components including engine, hydraulic pump, motor and hydraulic valve are from international

leading brand. The independently developed retractable undercarriage ensures the competitive

stability compared with other competitors installed with general excavator chassis. The

independently developed control system is of high integration, multiple functions, quick response,

high accuracy. Kelly bar can self-assembly and self- disassembly. The patent parallelogram

system offer big drilling radius and well stability. It can be adopted with various drilling tools,

applicable for construction under complicated geological conditions such as clay, sand, pebble

and weathered rock stratums and widely used in construction of large-diameter pile piers and

high-rise building foundations for highways, railway overpasses and viaducts, etc.

Product introduction

Main features

Cabin with large space and comfortable operate

condition

Patented Parallelogram system with big driving

force and free erecting

Multi-purpose auxiliary mast foot

Flexible and convenient self-assembly and

disassembly system

Energy-saving and safe hydraulic system

Advanced and reliable independently developed

electronic control system, with multiple functions,

ease of maintenance

Top brand environment-friendly and energy-saving

power system

Tailored strong rotary table with reliable lubrication

system.

Strong technology development capability and

quality assurance system

Tailored retractable chassis, large-roller winch platform, with

solid stability and extended duration of winch rope

The dedicated retractable hydraulic chassis

independently developed by Sunward

match the practical load. Meanwhile, the

main and auxiliary winches are installed

rear on the rotating platform can greatly

reduce the tipping loads for high stability

during drilling 360°round the rig, and can

also adopt the patent wide & large roller

winches. According to the working features of heavy-duty piling the patent winch

roller (Patent No.: 201010152233.5) is designed to reduce the winding layers

and even to single-layer winding for double increased duration of winch rope,

thus improve the reliability of the machine and greatly reduce the operating cost.

Multiple construction method

Kelly bar and drilling tools

CFA(Continuous Flight Auger): CFA is a kind of method with continuous flight

augering and grouting. As a new type of composite foundation treatment method,

it can ensure high construction efficiency, especially suits for small, dry or

shallow holes drilling.

Casing Oscillator : Casing Oscillator suits wild geologic conditions, even if cased

in hard stratums. With the advantages of high pile forming quality, low noise, free

of mud pollution, it is mainly used for complicated stratums that easily collapse,

with flowing sand, mud deposit , underground river and swamp area.

Cased bored piles: The casing adaptor provide vertical continuous casing to

prevent from collapse. Drilling with casing simultaneously greatly improves

drilling efficiency.

Kelly bar

Sheave cathead

Drilling mast

Cabin

Engine

Winches

Engine

Counterweight

Swing platform

Rotary drive

Drill bit

Mast foot

Undercarriage


Parallelogram system






Technical data

1、SWDM+Model＃ Represent Rig for Boring Pile with Crowd Cylinder

2、SWDM+Model＃A Represent Rig for Boring Pile with Crowd Winch

3、Due to continuous product improvement, design and technical parameters may be changed without prior notice.

Parameter

Overall height

Total weight

Max. drilling diameter

Max. drilling depth

Rated power

Brand

Model

Main pumpMax.working pressure

Max. oilflow rate

Aux pump

Aux pump

Main pump

Max. torque

Ratation speed

Throwing soil speed (optional)

Max. applied pressure

Max. lifting force

Max. stroke

Max. lifting force

Max. lifting speed

Max. lifting force

Max. lifting speed

Left and Right tilt

Forward tilt

Max. travel speed

Max. grade ability

Extendable crawler width

Crawler width

Chassis length

Boring Pile

Engine

Hydraulic

System

Rotary

Power Head

Pressurized

Systems

Main Winch

Aux Winch

Drill Mast

Chassis

Unit

t

mm

m

m

kW/rpm

Mpa

Mpa

L

L

kN.m

rpm

rpm

kN

kN

mm

kN

m/min

kN

m/min

°

°

°

km/h

mm

mm

mm

SWDM04

16

900

23

8.79

PERKINS

1104-44T

74.5/2200

34.3

/

2×110

/

40.8

6~54

/

60

70

1500

60

66

15

50

±3

5

20

3

500

2420

3415

SWDM06 II

22

1000

28

12.7

ISUZU

AA-4BGITCG-04

89/2200

34.3

/

2×139

/

60

8~35

/

100

120

3000

80

72

30

45

±3

5

15

3.2

600

2600

3745

SWDM10 II

34

1300

35 ( 24)optional

16.0

CUMMINS

QSB7 - C166

124/2050

32

/

280

/

120

8~38

70

100

120

3000

120

60

50

45

±5

5

15

3

600

2550~3450

4260

SWDM12

37

1300

35 ( 47)optional

16.3

32

/

300

/

120

8~40

70

150

150

4000

130

65

50

45

±5

5

15

3

600

2600~3500

4630

CUMMINS

QSB7 - C166

124/2050

SWDM15C

43

1500

35

14.4

CUMMINS

QSB6.7-C220

164/2200

34

26

300

99

160

6~32

70

150

150

4000

150

64

50

45

±5

5

15

1.5

600

2680~3880

4630

Parameter

Overall height

Total weight


Max. drilling depth

Rated power

Brand

Model


Max. oilflow rate

Aux pump

Aux pump

Main pump

Max. torque

Ratation speed



Max. lifting force

Max. stroke

Max. lifting force

Max. lifting speed

Max. lifting force

Max. lifting speed

Left and Right tilt

Forward tilt

Max. travel speed

Max. grade ability


Crawler width

Chassis length

Boring Pile

Engine

Hydraulic

System

Rotary

Power Head

Pressurized

Systems

Main Winch

Aux Winch

Drill Mast

Chassis

Unit

t

mm

m

m

kW/rpm

Mpa

Mpa

L

L

kN.m

rpm

rpm

kN

kN

mm

kN

m/min

kN

m/min

°

°

°

km/h

mm

mm

mm

SWDM15H II

46

1500

56

18.6

CUMMINS

QSB6.7-C220

164/2200

34

26

300

99

160

6~32

70

150

150

4000

150

64

50

45

±5

5

15

1.5

700

2750~3950

4630

SWDM20 II

60

1800

60

20.5

CUMMINS

QSB6.7-C260

194/2200

34

26

395

99

200

6~26

70

200

210

5000

170

75

80

55

±5

5

15

1.63

700

2900~4200

5145

SWDM22 III

72

2000

63 ( 68)optional

21.6

CUMMINS

QSL9-325

242/2100

32

28

2×235

90

238

6~26

70

200

210

5000

210

70

80

55

±5

5

15

1.63

800

3000~4400

5145

SWDM25 II

75

2200

72 (optional 80)

22.7

CUMMINS

QSL9-325

242/2100

32

28

2×235

90

258

6~26

70

200

210

5000

260

60

80

55

±5

5

15

3.5

800

3000~4400

5690

SWDM25A II

76

2000

72

22.7

CUMMINS

QSL9-325

242/2100

32

28

2×235

90

258

6~26

70

270

270

16100

260

60

80

55

±5

5

15

3.5

800

3000~4400

5690




Technical data

1、SWDM+Model＃ Represent Rig for Boring Pile with Crowd Cylinder

2、SWDM+Model＃A Represent Rig for Boring Pile with Crowd Winch

3、Due to continuous product improvement, design and technical parameters may be changed without prior notice.

Parameter

Overall height

Total weight


Max. drilling depth

Rated power

Brand

Model


Max. oilflow rate

Aux pump

Aux pump

Main pump

Max. torque

Ratation speed



Max. lifting force

Max. stroke

Max. lifting force

Max. lifting speed

Max. lifting force

Max. lifting speed

Left and Right tilt

Forward tilt

Max. travel speed

Max. grade ability


Crawler width

Chassis length

Boring Pile

Engine

Hydraulic

System

Rotary

Power Head

Pressurized

Systems

Main Winch

Aux Winch

Drill Mast

Chassis

Unit

t

mm

m

m

kW/rpm

Mpa

Mpa

L

L

kN.m

rpm

rpm

kN

kN

mm

kN

m/min

kN

m/min

°

°

°

km/h

mm

mm

mm

Parameter

Overall height

Total weight


Max. drilling depth

Rated power

Brand

Model


Max. oilflow rate

Aux pump

Aux pump

Main pump

Max. torque

Ratation speed



Max. lifting force

Max. stroke

Max. lifting force

Max. lifting speed

Max. lifting force

Max. lifting speed

Left and Right tilt

Forward tilt

Max. travel speed

Max. grade ability


Crawler width

Chassis length

Boring Pile

Engine

Hydraulic

System

Rotary

Power Head

Pressurized

Systems

Main Winch

Aux Winch

Drill Mast

Chassis

Unit

t

mm

m

m

kW/rpm

Mpa

Mpa

L

L

kN.m

rpm

rpm

kN

kN

mm

kN

m/min

kN

m/min

°

°

°

km/h

mm

mm

mm

SWDM28 II

85

2500

86

23.5

CUMMINS

QSM11-335

250/2100

32

28

520

140

300

6~28

70

240

240

6000

280

65

110

55

±4

5

15

1.75

900

3000~4500

5700

SWDM28A II

86

2300

86

23.4

CUMMINS

QSM11-335

250/2100

32

28

520

140

300

6~28

70

270

270

16600

280

65

110

55

±4

5

15

1.75

900

3000~4500

5700

SWDM32 IIR

88

2500

40 (optional 78)

22.5

CUMMINS

QSM11-335

250/2100

32

28

520

140

338

6~28

70

240

240

6000

280

65

110

55

±4

5

15

1.75

900

3000~4500

5910

SWDM36 II

116

2500

25.7

CUMMINS

QSM11-C400

298/2100

32

28

520

200

360

6~31

/

280

280

6000

360

60

110

55

±4

5

15

1.2

900

3300~4800

6120

96 (optional 102)

SWDM36H II

118

2500

25.7

CUMMINS

QSX15-C535

403/2100

32

32

520

380

418

6~24

/

340

340

13000

360

60

110

55

±4

5

15

1.2

900

3300~4800

6120

96 (optional 102)

SWDM40

130

2800

105

28.4

CUMMINS

QSM11-C400

300/1800

/

/

/

/

418

6~24

/

340

340

8000

450

55

110

55

±4

5

15

1.2

900

3300~4800

6120

SWDM42

136

3000

105

28.4

CUMMINS

QSX15-C535

439/1800

/

/

/

/

418

6~24

/

340

340

10000

450

50

110

55

±4

5

15

1.2

900

3400~5000

7030

SWDM45

145

3000

121

31.1

CUMMINS

QSX15-C535

439/1800

/

/

/

/

450

6~24

/

420

420

7000

450

55

110

55

±4

5

15

1.2

900

3400~5000

7030

SWDM520

165

3500

125

32.5

CUMMINS

QSX15-C535

439/1800

/

/

/

/

520

5~22

/

420

420

9000

520

50

110

55

±4

5

15

1.2

1000

6000

7655

ZL 200410070744.7

ZL 200420087779.7

ZL 200620158137.0

ZL 200910311281.1

ZL 200920317217.X

200610138353.3

201110305831.6

201110101540.5

201110169360.0

SWSD Series Multi-purpose Dual Rotary Drilling RigProduct introductionThe SWSD series Multi-purpose Dual Rotary Drilling Rig is a new product of

independent intellectual property developed by Sunward through innovation

by absorbing advanced technologies and experience both at domestic and

abroad and its key technologies have been awarded with multiple patents

including national invention patent.

The SWSD series Multi-purpose Dual Rotary Drilling Rig is mainly composed

of Dual rotary table, crawler pile driver & advanced hydraulic electrical control

system and equipped with drilling tools including casing, auger and DTH

hammer, which can be used for multiple-purpose construction. Particularly, it

can perform drilling in an efficient manner on complicated stratums with

pebble, gravel and hard rock. It provide regular and fine-quality bored pile

with high vertical accuracy and free of pollution in construction. Also, it can

solve the technical difficulties in big-diameter bored pile drilling in hard rock

stratums in a high-efficient manner and eliminate the serious mud pollution.

As a new product and construction technology the SWSD Multi-purpose Dual

Rotary Drilling Rig is the ideal environmental –friendly equipment in terms of

energy saving and emission reduction proposed by the state.

Applicable piles: Cast-in-place bored pile, Secant pile, Steel pipe pile, Grouting

pile, CFG & CFA pile, Drilled Jack-in Pre-stressed spun concrete pile， Removal

& treatment of waste pile and etc.

Applicable stratums: Soil, sand, pebble, gravel and all kind of rock.

Applicable pile diameters: Φ500 to Φ1500mm.

Patents of SWSD series Multi-purpose

Dual Rotary Drilling Rig

Authorized patent No.:

Patent No. in application:

Main featuresSafe, comfortable and convenient cabinIntensive design of Electronic & hydraulic control joystick, button and switch, Dedicate

layout of cabin with air-conditioner provide safe, comfortable and convenient operating

condition.

Advanced electronic control system, with complete

functions, reliable and conveniently controlled

Applying advanced intelligent control, CANBUS and virtual instrumentation technologies and

embedded engineering controller, true color LCD display panel and independently developed

electronic control system of high integration that can be controlled in a steady, rapid and

accurate manner and simplifying operating handle and actions. The human machine interface

(HMI) is friendly and can be easily and reliably operated.

Manual control of mast vertical calibration and graph guide mast vertical.

Real-time drilling depth monitoring and displaying records (Rotary speed of Rotary

tables—Optional).

Real-time monitoring and record of Main and auxiliary winches full force. Safety lockout of

Winch pull and faulty operation.

Interlocking safety lockout of MOVE & WORK condition.

Dual rotary table , full hydraulic-driven, constant power variables, large

torque output.

Large-diameter high strength mast and three-point hinging support

provide fine adjustment vertically and horizontally.

High stability of undercarriage

Dual engines ,dual pumps, full hydraulic driven

New drilling tool combinations with Auger, Casing and DTH hammer

Optional electric driven dual speed rotary table or electric driven stepless

frequency speed control rotary table.



Construction process

Analysis of geological survey report，

Planning the schedule

Measure and pile location Auger drilling

DTH hammer test Casing drilling in place Auger drilling in place

Rock drilling with DTH hammer DTH hammer drilling in place Measure of pile deep

Concrete grounting Grouting tube Placing reinforcing cage

Drawn casing with rotary table Drawn casing with oscillator Pile finish excavation

SWSD2512／SWSD3618 Double Rotary Head (Full Hydraulic)

SWSD2512E Double Rotary Head (Electric) SWSD3618E Double Rotary Head (Electric)

SWSD3612E Double Rotary Head (Electric)

SWSD Series Multi-purpose Dual Rotary Drilling Rig



SWSD2512 SWSD2518 SWSD3612 SWSD3618

mm φ1000

kW/rpm

N.m/rpm

QSB6.7-C260

194/2200

987/1500

kN.m

rpm

t

250

3.5～10

App. 7

kN.m

rpm

t

120

7～22

App. .5 5

kN

mm

m

98

26 44/

280

kN

mm

m

61 25.

22

350

kN

mm

m

98

22 40/

175

kN

mm

m

78

22

100

kN

mm

m

10

14

90

mm

m

mm

mm

°

°

kN (t)

φ920

21～36

φ102×600

φ70×330

±10

±2

784 (80)

mm

mm

mm

km/h

rpm

°

5000

3300

860

0.6～1.2

0.6～1.0

360

m

m

12.50×6.23×38.85

11.43×3.30×3.53

t 25.5（8＋7.5＋5.5）

t App. 70

t App. 150

2m 9.3912

Mpa 0.159

φ1000

QSB6.7-C260

194/2200

987/1500

250

3.5～10

App. 7

180

7～22

App. .5 5

98

26 44/

280

61 25.

22

350

98

22 40/

175

78

22

100

10

14

90

φ920

21～36

φ102×600

φ70×330

±10

±2

784 (80)

5000

3300

860

0.6～1.2

0.6～1.0

360

12.50×6.23×38.85

11.43×3.48×3.53

25.5（8＋7.5＋5.5）

App. 75

App. 170

App. 10.42

0.163

φ1200

QSB6.7-C260

194/2200

987/1500

360

3～9.7

App. .5 8

120

7～22

App. .5 5

98

26 44/

280

61.25

22

350

98

22 44/

175

78

22

100

10

14

90

φ920

21～36

φ102×850

φ70×330

±10

±2

784 (80)

5380

3480

960

0.6～1.2

0.6～1.0

360

φ1500

QSB6.7-C260

194/2200

987/1500

360

3～9.7

App. .5 8

180

5.5 9.6～1

App. .1 7

98

26 44/

280

61.25

22

350

98

22 40/

175

78

22

100

10

14

90

φ920

21～36

φ102×850

φ70×330

±10

±2

784 (80)

5380

3480

960

0.6～1.2

0.6～1.0

360

Technical data

Item UnitMain Parameter

Remark


Max. torque

Engine

Brand

Model

Weight

Outer

Rotary Head

Torque

Rev.

Weight

Inner

Rotary Head

Torque

Rev.

Needed rope length

Main Winch(Outer Rotary Head)

Pull force in single rope

Steel frope diameter

Needed rope length

Aux Winch(Inner Rotary Head)



Needed rope length

Vertical Frame

Winch



Needed rope length

Lifting Hook

Winch



Needed rope length

Manned Winch



Stud diameter

Stud length

Main rack dimension

Aux rack dimension

Left and Right tilt

Forward and Backwardt tilt

Max. lifting force

Pile Frame Stud

Crawler extend width

Crawler retract width

Track shoe width

Travel speed

Upper-carriage swing speed

Upper-carriage swing angle

Crawler Chassis

Machine Dimension

(L×W×H)

Working status

Transport status

Counterweight weight

Machine weight

Allowable max. travel weight

Ground area

Ground pressure

with casing

2 sets

/transition rope

/transition rope

“app.”represents approximately

Without lifting hook arm

Without stud etc.

In work device loading

Product information



Main features

The SWMC series Tri-axial Soil Mixing Wall Drilling Rig is a type of

dedicated equipment recently designed and developed by Sunward

according to the SMW construction method and represents a new product

with exclusive intellectual property and its key technologies have been

awarded with national invention patent. The SMW construction method is

to mix self-hardening slurry in-situ with native soil for the construction of

walls for groundwater control (cut-off walls), walls for excavation support

(retaining walls) as well as for ground improvement. The SMW has the

following advantages: small impact on surrounding stratums; water cut-off,

low noise, free vibration, very little generation of spoil; short construction

period, high efficiency, low cost, large wall thickness and depth; high

vertical accuracy of pile, high safety; particularly suitable for engineering

applications in urban subways, high-rise building deep foundation pile as

well as continuous wall for river dyke-dam seepage prevention, etc.

The SWMC series Tri-axial Soil Mixing Wall Drilling Rig use optimized tri-

axial Rotary table driven by special dual-speed constant power motor.

Different rotary speed can be selected according to geological conditions

so as to achieve high efficiency and energy conservation. It features

powerful construction torque, powerful overloading capacity, fine

engineering quality, fast construction speed and extra-deep construction

(Φ850), it adopts electronic control and instrumentation display, from

which the change of current in construction can be visually seen.

Particularly, it can carry the creative equal-wall thickness cutting device and

build an underground equal-thickness continuous wall, which is

characterized by simple construction process, equal thickness and strength

of wall, reliable quality and fine performance as cut-off wall.

The three adjacent slightly overlapping augers and

mixing paddles of SWMC series Tri-axial Soil Mixing

Wall Drilling Rig can carry the creative equal-wall

thickness cutting device that adopt the unique

theory of reacting force roll cutting to contribute

equal-thickness continuous wall.

Unique and creative equal-wall

thickness cutting device

SWMC series Tri-axial Soil Mixing Wall Drilling Rig can

construct the column-type continuous wall with normal

construction technique or the equal-thickness

continuous wall with the creative equal-wall thickness

cutting device.

Flexible construction options

—Continuous wall of column type

—Equal-thickness continuous wall

Comparison of equal-thickness

continuous wall and

non-equal-thickness column wall

The equal-wall thickness cutting device is used to

construct equal-thickness continuous wall, with simple

construction process, equal wall thickness, even wall

strength and reliable quality. Meanwhile, the quantity and

arrangement of imbedded steel sheet for cut-off wall is

not constrained.

The column-type continuous wall is of non-equal

thickness and calabash shape, with different thickness and

uneven strength. Particularly, when used as cut-off wall,

the wall tip easily suffers from water leakage. Moreover,

the quantity and arrangement of imbedded steel sheet for

cut-off wall is constrained.

Water

Water

Water

Uneven strength

Weak seepage prevention for the overlapping part

Limited layout of imbedded steel sheet

Water

Water

Water

Even strength

Strong seepage prevention

Random configured imbedded steel sheet


Dimension drawingSpecification

Main specification of SWMC Series Tri-axial Soil Mixing Wall Drilling Rig

SWMC853 Tri-axial

Soil Mixing Wall

Drilling Rig

SWET858 Electric

hydraulic piling rig

Cra

wle

r ext

end

ed

Cra

wle

r re

tract

ed

** The design and technical specification may be subject to change without notice due to continuous updating of this product.




Rated rotationspeed

of auger

Rated torqueof auger

Drill diameter

Motor rated power

Rail center distance

Rail center distancepulley center

Drill pipe connection

Operation method

Total weight

/

/

3、6、8、10

φ1000×3

32.3(Standard)

750

30

16

46

φ273

225（75×3）

φ102×600

925

Hexagonal bolting

Electrical control

40

/

/

3、6、8、10

φ850×3

32.3(Standard)

600

30

15

39

φ273

180（90×2）

φ102×600

925

Hexagonal bolting

Electrical control

36

3、6、8、10

φ850×3

32.3/44.3 (Optional)

600

30/42 (Optional)

15

39

φ273

180（90×2）

φ102×600

925

Hexagonal bolting

Electrical control

37

19.5

30/

/

3、6、8、10

φ1000×3

32.3(Standard)

750

30

16

21.8

φ219

110（55×2）

φ102×600

925

Hexagonal bolting

Electrical control

20

SWMC653 SWMC853 SWMC853A SWMC1003

m

mm

m

mm

m

r/min

r/min

mm

kW

mm

mm

t

r/min

r/min

8P

8P

4P

4P

Diamond drill diameter×number stir

Drill center distance

Total lengthof drill pipe

Basic lengthof drill pipe

Drilling depth

Main Parmeter

Item Unit


Cathead

Hook

Compact hammer

Inclined supporting pole

Truss Propeller strut

Main winch

Counterweight

Main features

Adopting special waking-type chassis structure for high stability and nice adaptability in job site

The SWTM series Dynamic compaction machinery adopts the special waking-type traveling

mechanism for construction in soft ground condition. The equipment enjoys large

grounding area and low ground pressure, which can effectively eliminate the machine

sinking and overlapping accident


SWTM1880B Dynamic compaction machinery is

foundation equipment for ground improvement

adopts walking type traveling mechanism

specialized for heavy-duty dynamic compaction

with great stability and powerful compaction

capacity.

The hydraulic and electrical control system of the

equipment features high integration, powerful

functions, low operation costs, fast construction

speed and good construction quality, which are

widely applicable to construction of soft

foundations such as land reclamation, airport

runway and expressway.




Main characteristics

Safe and comfortable working condition for operator

Hydraulic and electric system safety interlock

Strong power, Reliable operation ,Low cost of maintenance

Reliable, efficient, energy-saving, safe hydraulic system

SWTM1880B Dynamic compaction machinery use high power motor and advanced electric control system, the maintenance

and use cost is less than hydraulic power while the reliability is higher.

Hydraulic buffer can prevent the impact on machine

Triangular truss of high intensity,

good stability

Fast fall off of main hoist hook,

greatly improve the no-load

hook fall speed




Main features

Special hydraulic telescopic chassis with great stability

Unique hydraulic hose drum

and advanced winding system

Two large-diameter

synchronized winches, big

pull force, fast lifting

speed, high efficiency and

long life of wire ropes

The box type section of mast is of high strength and rigidity and of fine shock resistance performance.


The SWHG42 Hydraulic diaphragm wall grab

mainly consists of hydraulic grab, hydraulic hose

drum system, special extendable chassis for

hydraulic grab, synchronized dual winch system,

real-time deviation correction system, advanced

hydraulic and electrical control system. Different

working devices can be configured for

construction of various types of diaphragm wall .

The SWHG42 Hydraulic diaphragm wall grab is

applicable for the construction of various deep

foundation diaphragm wall for cut-off wall and

retaining wall for hydroelectric project, dams,

building basement and underground structures

such as subways, tunnel, parking lots and stores

underground.

Applicable stratums: various types of soil, sand,

gravel cobble layer.

Specifications of applicable walls: 350 to 1,200mm.



SWHG42

0.35~1.2

62

28

32

2.8

420

5.7

6.8

35

60

62

90

2×210

12918×3000×3400

10100×4400×17450

m

m

Mpa

Mpa

m

kN

sec

sec

m/min

m/min

T

L/min

L/min

mm

mm

250 / 2100

QSM11-335

kw/rpm

1674 / 1400N.m/rpm

210

28mm

kN

70m/min

3r/min

360°

15%

3.5km/h

800mm

325mm

3000~4400mm

4720mm

0.856kg/cm²

Main features

Advanced and efficient hydraulic and control system

Electronic control system, Independent R&D with complete functions, advanced and reliable, convenient maintenance

Capacious and bright,

operation comfortable cab

Technical specification

Hydraulic

System

Dimension

Engine

Main Winch

Rotation

Domain

Working position

Item Unit

** The design and technical specification may be subject to change without notice

due to continuous updating of this product.

Gantry grab

Push type grab




Groove width

Groove depth

Groove length

Maximum lift

Grab open time

Grab close time

Lifting speed loaded

Hollow lower speed

Total weight (not contain the grab)

Ground pressure

Track portrait tread

Track flexible width

Track width

Min. ground clearance

Max. gradeability

Max. traveling speed

Speed of rotation

Angle of rotation

Diameter of wire rope

Max. single rope speed

Max. single rope

Max. torque

Rated power

Model

Conveying state

Main pump

Auxiliar pump

Auxiliar pump

Main pump

Max. working pressure

Max. flow rate

12

1

465927118

3 10

SWMD97

305

3780

110 / 2300

598 / 1500

25

150×2

50

9700

110

1200 / 1800 / 2500

590 / 400 / 340

48

80

4360

800

-26~64

0~122

0~88

1000

40~254

196

45

2.3

30

400

2413

70

6.93×2.25×6.84

7.46×2.25×2.8

13800

①

②

③

④

⑤

SWMD Hydraulic crawler drill

Product introductionThe SWMD97 Hydraulic crawler drill is suitable for direct or cyclic drilling for various types of stratums (including soil,

clay, sand, rock and water-bearing stratums). By carrying hydraulic impact hammer or DTH hammer, the drilling rig can

perform impact rock breaking and hole excavation tasks and satisfy the requirements for construction of infrastructures

such as draining, underground micro pile, anchor drilling, soil investigation, geothermal drilling, foundation improvement

and slope consolidation. Equipped with high pressure pump unit, it can perform jet grouting method and the tunnel

consolidation. Currently, Hydraulic crawler drill has been most popular in the applications of anchor and cable support of

deep foundation pits, slopes, mine tunnels, etc. in terms of civil and industrial building engineering of China.


Item

Max. drilling depth

Motor

Hydraulic system

Power unit

Propulsion System

Adjusting Angle

of Drilling Cramp

Retainer

Chassis

External Dimensions

Operating mass

Undercarriage

Crawler

Rotary table

Fuel tank

Hydraulic oil tank

Rear supporting leg

⑦

⑧

⑨

⑩

Front supporting leg

Mobile operation panel

Main operation panel

Traveling operation panel

Mast parallelogram system

Feed system



mm

mm

kw/rpm

N.m/rpm

Mpa

L min/

L/min

N.m

rpm

min-1

J

kN

kN

mm

mm

°

°

°

mm

kN

km h/

mm

kN.m

mm

kPa

mm

°

m

m

kg

Unit

Max. drilling dia.

Brand

Power rating

Max. torque

Max. operating pressure

Max. flow of primary pump

Max. flow of auxiliary pump

Max. output torque

Impact frequency of impinger

Impact energy of impinger

Max. propulsion force

Max. lifting force

Vertical travel of power unit

Horizontal travel of power unit

Lifting angle of moving arm

Front and rear inclined angle

Rotary angle of drilling cramp

Horizontal travel of drilling cramp

Retaining capacity

Retaining force

Inverse torsion

Max. traveling speed

Max. slope crawling capacity

Width of crawler

Wheel distance

Grounding pressure

Operating status (L*W*H)

Transporting status (L*W*H)

Cummins QSB4.5

Max. rotary speed of primary shaft

14730

33

80

10

95

14

00

13625

7500

5200

37

25

0

SWCFG Continuous Flight Auger Drilling Rig

Product introductionThe SWCFG32B Continuous Flight Auger Drilling Rig grout the concrete through the stem

flight auger synchronously during the auger extraction to form the cast-in-situ pile

efficiently. It is suitable for multiple infrastructure project such as CFG pile , cast-in-situ pile,

pre-drilling for precast concrete pile and soft soil ground consolidation and etc. The

equipment is no affected by underground water level in construction, is with low noise, free

of vibration and pollution in operation. Characterized by simple operation, low cost, high

efficiency, fine quality and short construction period, it is particularly suitable for

construction of urban high-rise building and road foundation projects. It enjoys the

advantages of high reliability, high working efficiency, great stability as well as low

maintenance costs and etc.

Main features

Full hydraulic driven, strong power, high rotation speed and stepless transmission

Rotary table adopts two sets of reduction gears and variable displacement motor with

large torque, high rotation speed and high load capacity. According to different

geological conditions it can automatically adjust its torque and rotation speed to

improve the working efficiency. The stem Kelly and augers enable the Continuous Flight

Auger (CFA) drilling application. When equipped with rotation joint, it can perform

construction of super-fluid concrete and high-pressure grouting and etc.

High verticality of pile

The mast is supported by three points bracket and can be controlled in two directions

(front and rear, right and left, or inclined). The X and Y directions of the mast are

provided with pendulous pointers and is convenient for installation and observation by

the operator personnel to adjust the verticality of the mast at any time. The mast is of

large front inclined angle and is of high stability during mast vertical. Two inclined

support bracket can action independently to adjust the verticality of pile mast.

Stable swing

The swing mechanism can swing the pile driver by±180°. The big swing reducer provide

high reliability and stability of swing operation. Meanwhile, the large swing bearing can

withstanding more tipping load and axial force.

Stable traveling and safe operation

Four leg cylinders are provided for the stability of pile driver during operation and keep

machine from tipping accident and its big cylinder feet is more suitable for construction

in soft soil ground and also for easy transportation with its long cylinder stroke.

Humanized design

Key parts adopt renowned brand. The ANSYS finite element analysis is carried out on

structural parts, with more humanized operation design. The electrical, hydraulic,

operating and monitoring instrumentations are integrated in the cabin, simple and

convenient. With full hydraulic crawler, the pile driver can lift up and lay down the mast

on its own and ensure accurate and reliable rotary positioning.

Safe and energy conservative hydraulic system

The hydraulic system satisfies the operating conditions of continuous auger drilling rig,

with less energy consumption, low system oil temperature and high efficiency. It adopts

independent automatic control method of heat radiation and uses imported key parts,

ensuring stable and reliable operation.

Electronic control system

Renowned electrical components are especially for high reliability. All operation

are well relocated in cabin for the operators to easily align piles separately.


Operating status Transporting status



SWCFG32B

φ400~800

32

φ1000

29

φ1200

26

Item

Max. output torque

Rotary speed

Pulling force for single rope

Rope speed

Diameter of steel wire rope

Pulling force for single rope

Rope speed

Diameter of steel wire rope

Length of column

Diameter of column

Inclined range

Traveling method

Wheel spacing

Rail spacing

Step

Grounding pressure

Rotating speed

Rotating angle

Operating status (L*W*H)

Transporting status (L*W*H)

Power Unit

Primary Winch

Secondary Winch

Frame Column

Chassis

Rotating

Mechanism

External

Dimensions

Total weight

Max. diameter of borehole

Max. drilling depth

Allowable pulling force

0.35

±180

13.6×6.39×37.25

14.65×3×3.38

80

0.25 (supporting leg)0.056(chasusure)

Front 10°,rear 2°,right and left 2°

Walking type

5200

5050

1.8

mm

m

kN.m

r/min

kN

m min/

mm

kN

kN

m min/

mm

m

mm

mm

mm

°

mm

mm

Mpa

mm

r min/

°

m

m

t

Unit

Specification of secondary column

Specification of primary column

120

12～28

100

22.5

φ24

30

21

φ16

36

φ720

φ70×330

φ102×600

800

SWSD Multi-purpose Dual Rotary Drilling Rig project

Multi-purpose, diversified construction

Rock drilling with multi bit DTH hammer

Secant pile construction

CFG construction

Rock drilling with single bit DTH hammer

Project reference


Indonesia Vietnam

Batch delivery of Hydraulic Static Pile Driver machines to Russia Malaysia

Singapore Bangladesh

Project reference

Dalian Wuhan

South China Sea New Pile driver for cast-in-situ pile, Xiamen,China

Tianjin SUNWRD’s first Pile Driver still in working ( Delivered in 1999)

ZYT series Hydraulic Static Pile pile driver operation example


Project reference

SWDM Rotary drilling rigThe SWDM Rotary Drilling Rig has reputed performance in various types of geological conditions both in domestic &

overseas market for projects in medium or light-weathered rock, hardening sand and soil with big gravel. The product is

of unique advantages in terms of overall high stability, system integration control and less steel wire rope wearing, etc.

Its performance has reached international leading level. The product has been exported in large amount to European,

American and African countries. Typical projects involved are as follows: Beijing-Harbin and Harbin-Dalian dedicated

passenger lines, Nest Bird, Capital steel Group’s plant in Caofeidian, Taiyuan-Zhongwei- Yinchuan Railway line, Wuhan-

Guangzhou and Zhengzhou-Xian Express Railway lines, etc.

Construction place: Songhuajiang River Bridge, Harbin-Dalian

railway line

Construction units: China Communications Construction

Company Ltd, China Construction Engineering Corporation,

China Railway Construction Corporation

Project information: Sand stratum at 0 to 30m underground, low

liquid limit clay stratum at 30 to 45m, fully weathered mud rocks

at 43 to 53m and strong weathered mud rocks. The project is of

high technical standards, short construction period and heavy

tasks, high environmental protection requirements, complicated

geological conditions, large technical difficulties and large

construction amount of pile foundation. Three construction

enterprises including China Communications Construction

Company Ltd, China Construction Engineering Corporation, China Railway Construction Corporation join hands with Sunward

and carry out in-depth cooperation through the whole line and in multiple directions, in which Sunward provides supports in

terms of construction equipment, process and overall plan guidance and create several records in the construction of Harbin-

Dalian railway line.

Location: Qianling Park, Guizhou Province

Model: SWDM28

Geological conditions: The soil stratum is quite thin. Rock

stratum start only 1m below the soil stratum. There is a

large difficulty in construction and high requirements on

the equipment.

Construction conditions: Pile depth is 19m on average.,

mainly 1.0m dia. And some are of 1.8m dia. 9 units of

drills including international renowned brands and some

prevailing brands in China were sent to the job site.

However, due to complicated stratum conditions the drills

didn’t can’t drill the rock or drill efficiency except

Sunward. Some of the drills can only drill 2 meters depth

in 10 hours. SUNWARD SWDM28 spent only 2hours to

drill 8m’s rock with 1.0m dia. It completely drilled one

pile within 6 hours while our competitors spent 16 hours

only for 2 meter depth.

Feedback from users: An operator from northeast of China

raised his thumb up after seeing our performance, smiled

and praised, “Sunward equipment, OK! OK! OK!” The

project manager of the construction party also raised his

thumb up, grinned from ear to ear and appreciated for the

great performance and high efficiency of the machine.

Italy-AZZNO road expansion project Moscow, Russia- construction at -30°temperature

America-American football training venue foundation pile job site Across-the-river GOBHAVAR Bridge, East India

Switzerland,CFA construction method Tinaco-Anaco Railway, Venezuela,

by China Railway Engineering Corporation (CREC)Bureau II

Location: Rajahmundry (Port city in the south of India)

Project information: 45°ambient temperature , Drilling dia of

1 to 1.5m, Hole depth of 45m; Railway piles along the river

bed; 16m sand stratum, 5m thick pebble and silt stratums

with gravel and bluestone; 3m rock drilling; Uniaxial

comprehensive strength of rock from 30 to 50MPa; 5 hours

for one pile.


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