sheet piling corner piece
This invention is directed to an improved Z-shaped sheet piling (15).
A steel sheet pile consists of a sheet pile body, and joints formed at the opposite side edges of the sheet pile body.
Into this locking element (34) is interlocked the standard locking element of the sheet pile to form a standard sheet pile joint therebetween.
A pile adapted to be used in a wall system with at least one other pile.
The connecting member is disposed so as to extend in the direction of installation of the first steel sheet pile and the second steel sheet pile in the ground.
At least one additional longitudinal interlock (18) is secured to the wall section of the sheet pile and extends generally parallel to the interlocks secured to the edges of the side walls of the pile.
A high frequency vibrating hammer (12) is attached to the head (10c) of a concrete panel (10) via a transfer means (15, 79) for transferring hammering or vibration to the panel (10).
The corner steel sheet pile is manufactured by inverting either the inward joint portion of the above unsymmetrical steel sheet pile or the outward joint portion thereof.
By fitting around the previously-driven steel sheet pile (2a), the second guide member (33) fixes the position of the H-shaped steel stiffener (3) with respect to the previously-driven steel sheet pile (2a).
A method and apparatus for inserting a sheet pile (10) into an earth formation using a protective housing (12) releasably connected to the sheet pile (10).
Either the first connecting member and/or the second connecting member restrains relative movement between the first steel sheet pile and the second steel sheet pile in the direction of installation of the steel sheet piles in the ground.
The sheetpile (1) may incorporate a lateral stiffener or stiffeners (3).
The invention relates to a pile wall system, pile, and method of installation.
The broaching tool is detachably fastened to lower edge of the sheet pile element.
The invention also relates to a sheet pile structure, which is formed according to the method disclosed in the application.
The invention also relates to the use of a sheet pile structure for dampening vibration in the soil.
Further, the steel sheet-pile exhibits a yield strength of 460MPa or more.
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