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Home » Technical Libirary » Industry knowledge » ​SZ-10,SZ-11,SZ-12,SZ-14 Intermediate Lightweight Sheet Piling

​SZ-10,SZ-11,SZ-12,SZ-14 Intermediate Lightweight Sheet Piling

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Medium lightweight sheet piles include SZ-10 SZ-11 SZ-12 and so on. Assembly should be in line with the manufacturer's recommendations and project plans and specifications. The MSE walls filled in the cutting area and the slope should be built into the water level at the back and below the reinforcement area with a drainage blanket sheet pile suppliers. If the scaffold support platform and the individual components connected to each device are strengthened and supported to support additional support, then the outrigger cantilever, hoist, well wheel or any other device or equipment for lifting material will be applied to support the load exerted by scaffolds. For the MSE wall supporting the winter chemical de icing road with metal soil reinforced materials, the impervious membrane should be placed just below the pavement and on the first layer of soil reinforcement line to intercept any stream containing ice chemical substances.


This type of pile is made with three planks, 5 cm, 8 cm or 10 cm in thickness. The planks are nailed together with the middle plank offset forming a tongue on one edge and a groove on the other. The planks are connected by using a pair of staggered bolts at 80 cm centre to centre at intermediate points. The triple lap piles prove stronger in driving. There is no wastage in forming the tongue and groove joints and the piles have less tendency to warp. Timber sheet piles have light weight and as such the equipment required for pile driving is also light. This is considered to be an important advantage timber piles have over piles of other materials.


We supply steel sheet piles with SZ-14 and SZ-15 sizes. The silos filled with silos should be well graded clean granular materials. The maximum particle size is 2 inches, and the weight should not exceed 10% (weight). It passes through the 100 sieve. The protection of personnel exposed to scaffolds should take into account the drainage measures of all structures, so as to prevent the backfill material from being saturated or intercepting any surface flow containing any corrosive elements, such as deicing chemicals. We provide these medium lightweight steel materials with ASTM-A-572 / GR.50 / ASTM-A-328 / bare or galvanized surface treatment.


SectionDimensionsMassMoment of inertiaModulus of section


WidthHeightThicknessPileWall


wht/s




InInInLbs/ftLbs/ft2In4/ftIn3/ft
SZ-10227.50.16416.69.427.47.3
SZ-11227.50.17918.210.329.87.9
SZ-12227.50.20921.212.034.89.2
SZ-14227.50.23924.413.539.910.4
SZ-15227.50.25025.514.041.710.9
SZ-14.526.759.460.25032.414.561.4913.0
SZ-14.5RU26.759.460.27035.115.766.4014.0
SZ-1826.759.460.31240.418.176.8316.2
SZ-2026.759.460.34044.119.883.3717.5
SZ-2126.759.460.35045.320.386.0018.1
SZ-2226.759.460.37548.621.891.9219.3
SZ-25024.510.750.25032.415.989.4216.6
SZ-31324.510.750.31240.419.9111.5320.6
SZ-34024.510.750.34044.121.5121.4522.4
SZ-35024.510.750.35045.322.1124.6222.9
SZ-37524.510.750.37548.623.5133.3524.5
SZ-2222212.250.31240.426.7163.0926.7
SZ-242212.250.34044.129.0177.5229.0
SZ-252212.250.35045.329.7181.1929.7
SZ-272212.250.37548.632.0195.1832.0


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