PRODUCTS
Place of Origin: Shanghai, China
Material: steel sheet pile
Payment Term:T/T, L/C, Western Union, etc
Design Style: Customizable
Size: Customizable
Delivery Time: 7 Days
Transportation: By sea or Land transportation
Package: Standard Export Seaworthy Package
Own Factory: Competitive price and Quality
OEM/ODM
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Our Advantages
1. The biggest sheet pile manufacturer in China,we have exported into over 180 different countries
2.We can produce all types of sheet piles,pipe piles and accessories,we can adjust our machines to produce in any width x height x thickness
3.We can produce single length up to over 100m,and we can do all painting,cutting,welding etc fabrications in factory
4.Fully internationally certified:ISO9001,ISO14001,ISO18001,CE,SGS,BV etc..
5.We can give advice and suggestions on drive and installation of sheet piles and pipe piles etc.
1) Pitch and Drive – loose soils and short piles.
Pitch and drive is the simplest method for sheet pile driving, it involves driving each sheet pile to full depth before pitching the next one. However it is only suitable for loose soils and short piles.
2) Panel Driving – dense sands and hard cohesive soil.
The purpose of using panel driving is to ensure that the sheet piles are driven with good alignment and verticality. The risks of driving difficulties and problems of de-clutching also can be minimised. As a whole panel of piles is pitched there is no need to drive all piles fully to maintain piling operations. If obstructions are encountered, individual piles can be left high without fear of disruption to the overall efficiency. Panel driving is suitable for dense sands and hard soils.
3) Staggered Driving – dense sand, gravel or rock.
In difficult soil conditions, panel installation combined with staggered driving is more suitable in driving process. The piles are installed between guide frames and then driven in short steps as follows: piles 1, 3 and 5 first; then piles 2 and 4. If the soil is very dense sand, gravel or rock, piles 1, 3 and 5 can be reinforced at the toe. In this case, these piles are always driven first and piles 2 and 4 in the second stage.
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