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What are VL European Steel Sheet Piles?

  • Jul 20, 2018
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VL 601 FP European Steel Sheet Piles are available in either VL 601K grid construction (for VL 602A openings up to 8 inches in length) or slat construction (for openings up to 4 inches in width and unlimited length). The physical transformation of the Beyond Hope terminal provides a compelling "before and after" example, clearly demonstrating the aesthetic and structural advantages of precast VL 601 FP concrete design. Internal stability requirements must be met at each module and level under realistic loading conditions. Furthermore, for VL 601K layered walls, internal stability requirements must be met at each module level above the VL 602A base, under loading conditions ranging from a horizontal slope of 1.5 to an unlimited vertical slope, with the toe located at the front of the wall.

 

During VL 602K sheet piling construction on the shore of a large freshwater lake at VL 602+0.5, photos show the transformation of precast concrete from an ugly, dilapidated pier and breakwater to a beautiful, new marine facility. When railings are removed to move materials, workers handling materials should be protected from falls of four (4) feet or more at 100% risk. The design of precast modular units should consider the design side pressure behind the wall and the pressure generated within the modular wall unit. The extension platform can be equipped with removable railings on one side to facilitate the handling of VL 602K materials. In addition, the contact pressure at the bottom of the wall should be considered when designing modular units. Lake Pend Oreille (pronounced "Pon Duray") is the largest lake in Idaho, more than 65 miles long, located near Sandpoint and surrounded by the Cabinet Mountains, Coeur d'Alene Mountains, and Selkirk Mountains. Wall opening protection should meet the following requirements. Reinforced concrete VL601FP modular units (VL601K) and steel VL602A modular units (VL602K) shall be designed in accordance with Sections 8 and 10 of VL602+0.5, respectively, using Group I load and strength design methods. Guardrails shall be constructed and installed to withstand a load of at least 200 pounds (approximately 91 kg) applied in any direction (except upward) with minimal deflection at any point on the top rail or corresponding member when in place at the opening. The Lake Pend Oreille area offers a beautiful environment and is an ideal destination for recreation and leisure. Wood modular units shall be designed in accordance with Section 13, using Group I load and working stress design methods. Barriers shall be constructed and installed to withstand a load of at least 200 pounds applied horizontally at any point on the near side of the barrier. The marina is located on the northeast side of the lake, not far from the town of Hope, hence the name "Beyond Hope."

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Specifications

Section

Dimensions

Mass

Moment
of inertia

Modulus
of section

Width

Height

Thickness

Per pile

Wall

b

h

t

s





mm

mm

mm

mm

kg/m

kg/m2

cm4/m

cm3/m

IIIn

400

290

13

9

62.2

155.5

23206

1600

VL 504A

500

340

11.2

8.7

63.5

127

24198

1423

VL 504

500

340

12

9

66.6

133.2

25575

1504

VL 504K

500

340

13

9.3

70.3

140.6

27233

1602

VL 507A

500

437

17.5

10.2

92.3

184.6

61185

2800

VL 601

600

310

7.5

6.4

46.3

77.2

11530

744

VL 601 FP

600

310

7.2

7

47.4

79

11547

745

VL 601K

600

310

7.8

6.8

48.5

80.8

12019

775

VL 602A

600

310

8

7.3

51.3

85.5

12499

806

VL 602

600

310

8.4

7.6

53.4

89

13046

842

VL 602K

600

310

8.8

7.9

55.4

92.3

13590

877

VL 602+0.5

600

311

8.9

8.1

56

93.3

13905

894

VL 603A

600

320

9

8.0

61.5

102.5

18205

1138

VL 603A+

600

320.4

9.2

8.1

62.4

104

18601

1161

VL 603

600

320

9.6

8.2

64.2

107

19199

1200

VL 603K

600

320

9.8

9.0

67.8

113

19853

1241

VL 603Z

600

322

10

10

72.1

120.2

20930

1300

VL 603Z11

600

320

11

11

78.6

131

22470

1404

VL 604A

600

390

9.6

8.8

71

118.3

30495

1564

VL 604

600

390

10

9

73.1

121.8

31548

1618

VL 604K

600

390

10.4

9.2

75.2

125.3

32600

1672

VL 604Z

600

390

10.8

10

79.5

132.5

34087

1748

VL 605A

600

420

10.7

9

76.5

127.5

38243

1821

VL 605

600

420

12.3

9.2

82.1

136.8

42433

2021

VL 605+0.5

600

421

12.8

9.7

85.2

142

44435

2111

VL 605K

600

420

12.4

10

85.7

142.8

43435

2068

VL 606A

600

430

13.4

9

85.4

142.3

47402

2205

VL 606A+0.5

600

431

13.9

9

86.9

144.9

48893

2269

VL 606

600

430

15.8

9.3

93.9

156.5

53785

2502


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