Joints and connections – Rod side to plate or side – Crossed rods
Patent
1995-02-08
1997-05-06
Knight, Anthony
Joints and connections
Rod side to plate or side
Crossed rods
403397, 403398, 24339, 24556, 52685, 52686, E04C 516
Patent
active
056264364
DESCRIPTION:
BRIEF SUMMARY
DESCRIPTION
The invention relates to a clip permitting to fix crossed bars, even coupled ones.
Such clip consists of two distinct and identical hooks of new shape for fastening a bar, that join together on the top in crossed direction to the hooks in order to form the jaws and the seats of the bar. Once the hooks are opened, exerting a pressure on the jaws, the clip can be placed on the crossing-point of the two bars and then when they are loose they close again pushing the bar on the crossed one which is blocked by the proper seats.
Such clip may be usefully employed in reinforced-concrete building as it permits quickly and safely a bond between the longitudinal iron bars and the stirrups. At present the binding of longitudinal bars to the reinforcement stirrups takes place by the use of iron wire and such, by welding and, not very often, by some kind of hooks. The welding process requires complex equipment which is difficult to use in building site, and the hooks are not very practical; both methods need skilled labour. The iron wire permits to bind, in order to cut down on costs and time, two or more concurrent bars to the detriment of the "air-gaps" required by rules. All this caused, especially in the past. Continuous disagreements between the building management and the executor contractors.
In this area there is another little-observed rule: the abutement stone. Such abutment stone and air-gap are required by the regulations in order to make the executed work correspond with the projected one and to ensure its endurance.
Many years ago, the technologic development put on the market a special distance piece for the abutment stone but it is not very used for its cost and for the long time of exposure, so still nowadays we rely on the will and skill of those employed on casting.
In order to make easier the work of the fitter of reinforced concrete bars and to fasten the stirrups to the longitudinal bar in a quickly and safetely way (this bond can be removed); in order to reduce the time of exposure and costs and in the meanwhile ensuring the compliance with the regulations about the abutment stone and air-gap, this study carried out by Ing. Dragone with the cooperation of his son Ing. Antonio Dragone, has lead to the realization of a practical clip called "double hook" provided with a new form of seats for bars in one direction and with hooks that can be elastically opened in the crossed direction and, as already said, when they close they fasten the crossed bars in observance of the law about the abutment stone and air-gap.
The double hook is formed shown in FIG. 1 of the attached drawing, of a double couple of opposing and integral semihook (A), in their median part (C), fulcrum of the double lever joined together by the bodies (B), orthogonal and oblique to the previous one forming the housings of the transverse bar and the opposing takings to control the double lever.
In fact, bringing the two bodies near, the semi-hooks separate from each other, in short: the double hook opens, FIG. 3, and it can be easily positioned being careful to include in the middle the transversal bar, the diameter of which has to exceed the distance between the two seats and those of the relative hooks.
Loosening the bodies they separate from each other and consequently the semi-hooks draw near, in short: the double hook closes, FIG. 2, fixing together the two bars either for the shape or for the elastic distorsion of the initial forms. The bars have to be inferior to the geometrical ones that are necessary to the fastening of the two bars.
The above mentioned double hook can be realized with any kind of elastic compatible material with the bars to be fixed and with their relative use, as its shape, as in the attached drawing for round bars has to be considered indicative.
Particularly, the double hook for its simple positioning and removal, can be employed to fasten, before the casting, the longitudinal stirrups and irons, forming the reinforcement of the concrete.
This operation, at present, is carried out by the use of
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