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SKSP Type Sheet Pile

SKSP sheet piles are suitable for temperate climate. SKSP type ⅡW, ⅢW, ⅣW sheet pile can be driven to the final required level using an IHC S90 hydraulic hammer. SKSP type ⅠA,Ⅱ, IIA, Ⅲ, ⅢA, Ⅳ, ⅤL, ⅥL sheet piling is most cost effective in situations when a piled foundation is required to support the bridge or where speed of construction is critical. Sumitomo is the cost effective manufacturer.

Steel reinforced concrete is the most common construction material for small to modest sized structures, such as those used for residential and condominium protection. Installation was done by pitching the sheet piles in a piling frame and driving to refusal with an ICE 815 vibro hammer. Abutments formed from SKSP sheet piling can act as both foundation and abutment and can be driven in a single operation, requiring a minimum of space and time for construction. Prefabricated panels of 5 to 8 m (16 to 24 ft) deep with tongue-and-groove joint can be installed with high efficiency. A dense concrete of rich mix is recommended with a water to cement ratio of 0.44 to 0.40.
Key requirements in road widening include minimized land take and speed of SKSP sheet pile construction – particularly in lane rental situations.

 

Section Dimensions Sectional Area Mass Moment of inertia Modulus  of section 
Width Height Thickness Pile Wall
b h/2 t          
mm Mm mm cm2/pile kg/m kg/m2 cm4/m cm3/m
SKSP-ⅠA 400 85 8 45.21 35.5 88.8 4500 529
SKSP-Ⅱ 400 100 10.5 61.2 48 120 8740 874
SKSP-IIA 400 120 9.2 55.01 43.2 108 10600 880
SKSP-Ⅲ 400 125 13 76.4 60 150 16800 1340
SKSP-ⅢA 400 150 13.1 74.4 58.4 146 22800 1520
SKSP-Ⅳ 400 170 15.5 97 76.1 190 38600 2270
SKSP-ⅤL 500 200 24.3 133.8 105 210 63000 3150
SKSP-ⅥL 500 225 27.6 153 120 240 86000 3820
SKSP-ⅡW 600 130 10.3 78.7 61.8 103 13000 1000
SKSP-ⅢW 600 180 13.4 104 81.6 136 32400 1800
SKSP-ⅣW 600 210 18 135.3 106 177 56700 2700
SKSP-SX10 600 130 10.3 78.7 61.8 103 13000 1000
SKSP-SX18 600 180 13.4 104 81.6 136 32400 1800
SKSP-SX27 600 210 18 135.3 106 177 56700 2700