Stone working – Splitting – shearing – and punching
Patent
1999-05-10
2000-08-15
Banks, Derris H.
Stone working
Splitting, shearing, and punching
125 12, B28D 132
Patent
active
061020257
DESCRIPTION:
BRIEF SUMMARY
The present invention relates to a method of breaking concrete piles.
Reinforced concrete piles are widely used in civil engineering to provide a firm foundation for structures, particularly those built on soft or incompetent ground, and can be cast in situ or precast.
Piles are cast or emplaced so that they extend to a predetermined height above the level required for construction purposes, this height being at least equal to the amount of reinforcement that is to be incorporated in the structure to be supported by the piles, and the concrete is then broken down to the required level. When the concrete is broken away, the reinforcement is exposed at the tops of the piles and is left ready for incorporation in the structure.
Traditionally, the breaking of concrete piles is carried out by manual labour and is a slow, arduous and expensive process which produces a considerable amount of loose debris for disposal. Even if mechanical means are used, close manual supervision is necessary as the required level is approached in order to prevent damage to the pile below that level. One method of breaking a concrete pile is diclosed in JP-A-88011218.
The object of the present invention is to provide a quick, efficient and relatively clean method of breaking reinforced concrete piles.
According to the present invention, there is provided a method of breaking a reinforced concrete pile, comprising the steps of treating the reinforcement which is to be incorporated in the portion of the pile to be broken away so as to isolate the reinforcement in that portion from the concrete cast around it to form the pile, forming a hole in the pile in a transverse plane perpendicular or substantially perpendicular to the major axis of the pile in a position corresponding to the intended level of the bottom of the portion to be broken away, and applying to the concrete of the pile from within the hole forces which act towards opposite ends of the pile to split the pile in or substantially in the transverse plane.
The isolating treatment of the reinforcement, which typically comprises steel bars or steel mesh, may consist of the coating of the reinforcement with a release agent or debonding agent to prevent adhesion between the concrete and the reinforcement but, in a preferred embodiment, the reinforcement is covered by sleeving or a layer of foamed plastics. The latter is particularly suitable for use with corrugated reinforcement as it fills the corrugations and prevents any keying between the reinforcement and the concrete. In other embodiments, the reinforcement may be coated with a material which shrinks in the heat generated by the concrete as it sets and thus creates a void between the reinforcement and the surrounding concrete.
Preferably, the hole in the pile is formed by a portion of piping or tubing which is inserted through the reinforcement at the required or intended level before the concrete is cast. In some cases, however, the hole may be drilled into the pile after the concrete has set. In a preferred embodiment, the hole extends through the pile to promote the formation of a split across the entire width thereof.
The splitting forces may be exerted by oppositely-acting wedges inserted into the hole in the pile. In a preferred embodiment, a conventional rock and concrete splitter with hydraulically-operated wedges is used.
Once the concrete has been split, the broken-away portion of the pile can be removed substantially in one piece and the portion removed can be crushed so that the constituents of the concrete can be recycled for re-use.
In one embodiment of the method, a collar may be placed around the pile with one edge in the plane of the intended split in order to ensure the formation of the clean break. This avoids the need for any hand finishing of the head of the pile left after removal of the broken-away portion.
One embodiment of a method of breaking reinforced concrete piles according to the present invention will now be described, purely by way of example.
During the process of casting a concrete pile r
REFERENCES:
patent: 4124015 (1978-11-01), Isaksson
patent: 4197828 (1980-04-01), Schellhorn
patent: 4979489 (1990-12-01), Abbasov et al.
patent: 5007593 (1991-04-01), Berczes
patent: 5413086 (1995-05-01), Trudeau
Elliott Jimmy
Merritt Robert Arthur
Banks Derris H.
Novick Harold L.
LandOfFree
Method of breaking concrete piles does not yet have a rating. At this time, there are no reviews or comments for this patent.
If you have personal experience with Method of breaking concrete piles, we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Method of breaking concrete piles will most certainly appreciate the feedback.
Profile ID: LFUS-PAI-O-1996922