Manufacture and concrete piling

CMC & KPCECO

Production and concrete piling is the strength of CMC Corpoaration. And now, CMC is the only joint venture with Khanh Hoa Power Centrifugal Concrete JoinStock Company manufacturing and distributing prestressed concrete piles. CMC and KPCECO are professional in manufacturing prestressed concrete piles used for the treatment of foundations in Khanh Hoa province in particular and the South provinces in general. Prestressed concrete piles is produced at the plant, the size is requested by the investor and has concrete grade more than 500.

Production and business activities of the joint venture KPCECO & CMC  complies with ISO 9001:2008 (controlled by the British Standards Institute BSI), so every product before shipped out works are through strict inspection department to ensure quality, reliability and technical standards as prescribed.

Khanh Hoa Power Centrifugal Concrete JoinStock Company Plant is located at C5, C6, C7, C8 in Dac Loc Industrial Zone, Vinh Phuong, Nha Trang. They are special in producing prestressed concrete pipe , prestressed square piles,  prestressed circle piles.

Production Process:

Production Process

Specifications:

Prestressed concrete pipe specifications:

Items

Length (mm)

Outer diameter of pipe (m)

Inter diameter of pipe (mm)

Load

Load

H10xX60

Load H30xXB80

Weight (kg)

D300

5.000

420

300

x

x

x

800

D400

5.000

520

400

x

x

x

1.000

D600

5.000

720

600

x

x

x

1.480

D800

2.500

960

800

x

x

x

1.320

D1.000

2.500

1.200

1.000

x

x

x

2.050

D1.200

2.500

1.400

1.200

x

x

x

3.060

D1.500

2.500

1.780

1.500

x

x

x

4.280

D1.900

2.500

2.200

1.900

x

x

x

5.730

Prestressed concrete pile specifications:

No.

Pile size

Length
(m)

Thickness
(cm)

Area
(cm2)

Moment of inertia
concrete (cm4)


Bending cracking 

moment
(tf.m)

Bending destroy moment

(tf.m)

Allowable axial load

(tf.m)

Unit weight
(t/m)

1

Φ300

A

6÷12

6

452

34.608

2,5

3,8

50

0,118

B

3,5

6,3

45

C

4,0

8,0

40

2

Φ350

A

6÷12

7

616

64.115

3,5

5,3

60

o,161

B

5,0

9,0

55

C

6,0

12,0

50

3

Φ400

A

6÷12

8

804

109.378

5,5

8,3

80

0,199

B

7,5

13,5

75

C

9,0

18,0

70

4

Φ450

A

6÷12

8

930

166.571

7,5

11,3

100

0,242

B

11,0

19,8

90

C

12,5

25,0

85

5

Φ500

A

6÷12

9

1.159

255.325

10,5

15,8

125

0,301

B

15,5

27,0

115

C

17,0

34,0

105

6

Φ600

A

6÷12

10

1.571

510.510

17,0

25,5

170

0,408

B

25,0

45,0

155

C

29,0

58,0

145

7

Φ700

A

6÷12

11

2.039

918.014

27,0

40,5

220

0,530

B

38,0

68,4

200

C

45,0

90,0

190

8

Φ800

A

6÷10

12

2.564

1.527.873

40,0

60,0

280

0,666

B

55,0

99,0

250

C

65,0

130,0

235

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