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sheet piles(KD500/5,KD500/6)

 

Section

reference

Dimensions

Mass

Per meter of wall

Width

Height

Thickness

Single pile

Wall

Section Modulus

Moment of inertia

w

h

t

s

   

W

I

mm

mm

mm

mm

kg/m

kg/m2

cm3/m

cm4/m

CR430

D22601

330

34

3

3

9.72

29.45

40

68

CR435

D28130

330

34.50

3.5

3.5

11.34

34.36

46

79

CR440

D12889

330

35

4

4

12.96

39.29

52

91

CR445

D28233

330

35.50

4.5

4.5

14.53

44.04

57

103

CR450

D22864

330

36

5

5

16.09

48.76

63

114

KD400/5

D28478

400

49

5

5

18.52

46.30

84

208

KD400/5.5

D28404

400

49.50

5.5

5.5

20.37

50.92

91

229

KD400/6

D28384

400

50

6

6

22.23

55.57

99

250

KD500/5

D28472

500

49

5

5

22.45

44.90

86

215

KD500/6

D28473

500

50

6

6

26.94

53.88

101

258

KD600/6

D28090

600

78

6

6

37.50

62.00

184

718

KD600/8

D27909

600

80

8

8

50.00

83.00

237

947

KD600/9

D62651

600

81

9

9

55.53

92.55

263

1066

KD750/5

D62650

742

91

5

5

33.79

45.54

163

745

KD750/6

D62634

742

92

6

6

40.90

54.66

194

893

KD750/6.5

D62676

742

92.50

6.5

6.5

43.72

58.90

209

967

KD750/7

D62635

742

93

7

7

47.03

63.40

224

1042

KD750/7.5

D62677

742

93.50

7.5

7.5

50.30

67.80

239

1116

KD750/8

D62632

742

94

8

8

55.56

72.18

254

1197

KD750/9

D62685

742

95

9

9

60.26

81.21

283

1346

For sheet piles KD500/5 D28472 KD500/6 D28473 foundation works which are to be provided. at a depth of about 12 to 15 metre below the level of standing water surface, KD 500/5,KD 500/6 would prove to be more economical than cofferdams.

The trench sheet gate KD 500/5,KD 500/6 will be custom made to your specifications. and can be coated with our KD500/5 special polymer wood coating for additional protection from water and other harsh elements. We can work with your drawings or produce CAD drawings for you.

The KD500/6 may consist of timber, temporary or permanent steel shells, or thin or massive concrete.To choose KD 500/6 these three types of deep foundations a foundation engineer must know the differences between them. KD 500/5 pier, pile & caisson foundation are given below.