Concrete Sheet Pile Capping Beam

Steel sheet pile quay walls utilise certain concrete components namely the capping beam and fender cope.

Concrete sheet pile capping beam.

There are 3 models of redeb bracket rsb500 rsb600 and rsb700. The cap is required to transmit lateral loads along the wall. Sheet piles are generally capped for aesthetic purposes. Capping sheet pile formwork systemthe only purpose made sheet pile capping system available for concrete cap formwork is faster and more cost effective than any on site lash ups the redeb bracket and soffit panel cab be assembled and re used by unskilled labour.

It can also be a highly technical job with a great deal of manpower required and considerable material wastage to say nothing of difficulties of access on harbour works and similar situations. Sheet pile capping beam formwork systems using timber formwork creates an unsafe method of working in most applications due to the lack of structural calculations and no handrails and rival systems are heavy and need a crane and lifting plans and only form the soffit of the sheet pile capping beam formwork system fast form provides one full sheet pile capping formwork system complete with. The fender cope serves to support the fender units and in addition can act as a cladding for the steel piles in the tidal zone to protect them against corrosion. Achieving a neat concrete cap finish to the top of rows of sheet piles is very difficult particularly so quickly and without damaging the sheet pile wall.

At least three capped piles are needed to ensure stability against lateral forces with the exception of caisson piles. Welding or cutting of piles is not necessary. Pile caps can also be linked together with reinforced concrete to create a capping beam. It is designed solely for use on sheet piles.