Abstract: The invention relates to a swaging method and apparatus for swaging flemish eye splices. In particular, the invention concerns the production of swaged joints in which, by virtue of providing ferrules (5) and swage blocks (16, 17) of a particular construction, during a swaging operation displaced material of the ferrule (5) is channeled into the swage blocks, rather than out of them, and hence ovality of the swaged ferrule is avoided. In this manner, the swage blocks (16, 17) can be brought fully home in a single operation until top and bottom flats (10e, 10f) of the ferrule (5) are in contact with top and bottom flats of the swage blocks (16, 17).

Abstract: The invention relates to a swaging method and apparatus for swaging flemish eye splices. In particular, the invention concerns the production of swaged joints in which, by virtue of providing ferrules (5) and swage blocks (16, 17) of a particular construction, during a swaging operation displaced material of the ferrule (5) is channeled into the swage blocks, rather than out of them, and hence ovality of the swaged ferrule is avoided. In this manner, the swage blocks (16, 17) can be brought fully home in a single operation until top and bottom flats (10e, 10f) of the ferrule (5) are in contact with top and bottom flats of the swage blocks (16, 17).

Abstract: The invention relates to thread formation and particularly to the formation of threads on deformed steel reinforcing rods. The method of forming a thread on the steel reinforcing rod comprises the steps of cold upsetting an end region (1) of a deformed steel reinforcing rod having a nominal diameter, the upsetting being arranged to increase the diameter of the end region to a new, upset, diameter greater than the nominal diameter, rolling a thread onto the end region (1) so as to produce a threaded region having a thread major diameter which is greater than the nominal diameter and a thread minor diameter which is less than the nominal diameter. The formation of such a thread enables the production of mechanical connections between pairs of rods, the connections having a strength greater than that of the rods being connected to one another.

Abstract: A method of applying a metal sleeve to a concrete reinforcing bar by introducing between opposed surfaces of the sleeve and the bar, particles having a hardness greater than that of the bar and the sleeve and then compressing the sleeve on to the bar with a sufficient force to cause the particles to bite into and grip both the bar and the sleeve.The metal sleeve may be provided as having on its internal surface particles of the foregoing properties. The swaged connection is achieved by carrying out the foregoing method. The invention also contemplates a concrete reinforcing bar with the swaged connection.

Abstract: A method of coupling the strands 2, 5 of adjacent sections of a stressing tendon in a multi-span post-tensioned concrete structure comprises tensioning strands 2 of a first section of the tendon, anchoring the strands 2 in an anchorage member 1 using wedges 3, and then joining the strands 2 of the first section to strands 5 of a second section of the tendon in end-to-end relation by compressing metal sleeves 6 around the strands. The sleeve 6 may have hardened metal inserts 7. The outer strands 5 may be gradually directed inwards by a first collar 9 and a second collar 11 may be provided so as to gradually direct the strands 5 into a duct 10 for the second section of the tendon.

Abstract: A method of joining together two concrete bodies each having a concrete reinforcing bar, the method involving compressing a gripping portion of a metal sleeve on the end of the first bar with the metal sleeve also having an unpressed portion which extends beyond the bar, the unpressed portion having an internal diameter larger than the maximum cross-sectional dimension of the second of the bars, and securing an end of the second of the bars within the unpressed portion of the sleeve by means of a self-setting composition.

Abstract: Connecting reinforcing bars in an access hole by a method and means which comprises:(1) securing to each first bar by a radial compression the unthreaded portion of a first partially internally threaded sleeve,(2) securing to each end of a connecting bar the unthreaded portion of a second partially internally threaded sleeve, the connecting bar being of a length slightly less than that between the sides of the hole,(3) locating in the threaded portion of the second sleeves at each end of the connecting bar a threaded high tensile externally threaded stud and locating the connecting bar between the first bars in the sides of the hole,(4) rotating each stud to engage a threaded sleeve secured to a first bar so to bridge the gap between the first bars by means of the connecting bar.

Abstract: A cable or rope clamp comprising a ferrule or sleeve having an oval body portion and a frusto-conical end portion, the wall of said end portion having an outer surface which, at the junction with said body portion, has a sharp concave part to locate said ferrule in compression dies, said wall of said end portion being generally of concavo concave shape.

Abstract: A press adapted for use in confined areas for swaging a sleeve onto reinforcing bars to splice them together. The press comprises a cylinder having a longitudinal axis with a piston therein and reciprocable along said axis, said cylinder having an end and a pair of spaced arms extending from said end in a direction generally parallel to said cylinder, with the distance generally between the outer surfaces of said arms measured in a direction transverse to said longitudinal axis being less than the outer diameter of the cylinder. A bridging member is detachably secured to and bridges the arms. A first die part is secured to the free end of the piston and a second cooperable die part is secured to the bridging member. The die parts cooperate together to swage the sleeve onto the bars by the movement of the first die. piece toward the second die piece in accordance with the movement of the piston along said longitudinal axis.

Abstract: This invention relates to a so-called live anchorage for use in the prestressing of concrete structures, the stressing element being anchored in a hole having a frusto-conical portion and a cylindrical portion by means of a frusto-conical wedge device, the leading or narrow end of said wedge device being such that it extends into said cylindrical portion.

Abstract: A so-called dead end anchorage assembly for use in prestressing concrete structures which comprises a frusto-conical element received in a correspondingly shaped hole in combination with a stop element fixed to a stressing element to engage one end of said frusto-conical element. Further, said hole has a frusto-conical portion and a cylindrical portion, and the narrow or leading end of said frusto-conical element extends into said cylindrical portion.

Abstract: Proof Loading apparatus for the non-destructive testing of rod-like articles, characterized in that it comprises a jack housing (1) incorporating at least one hydraulic ram (2, 3), first and second gripping devices (17) arranged at opposite ends of the jack housing and being axially movable, on operation of the ram, relative to one another, wherein the jack housing (1) and the gripping devices (17) are of generally C-shaped cross-section.