[0001] This invention relates to a wedge type anchorage device of the kind used in prestressing
of concrete structures.
[0002] By "wedge type anchorage device" is meant a device in which a stressing wire or strand
may be anchored in a conical, or part conical, bore by means of two or more arcuate
wedge elements, the bore being formed in a cylindrical barrel which provides a so-called
anchor grip, or being formed, as one of a plurality of bores, in a plate or the like
forming part of a concrete structure, or of a stressing jack or other stressing apparatus.
[0003] It is well known that precautions have to be taken to avoid the wedge elements becoming
locked in the bore or bores of the device where the wires or strands are subjected
to contact pressure of several thousand, for example 40 - 50,000, pounds per square
inch. To reduce the co-efficient of friction between the wedge elements and the conical
bore, it is known to coat the mating surfaces with wax or, for example, with some
form of molybdenum disulphide which provides a wax-like surface. It has also been
proposed in British patent 1,434,716 (ref: 7196) to apply a coating of a material
consisting of a polyfluorocarbon dispersed in a thermosetting resin.
[0004] In our co-pending Application (ref: ) there is described and claimed a hydraulic
jack of light weight. With such a jack it becomes possible to use a wedge type anchorage
device formed of less metal i.e. smaller dimensions and weight. Unfortunately however
the usual coating applied to such a wedge will not do, because the anchorange formed
is weakened when excessive radial pressure is applied.
[0005] According to one aspect of the invention there is provided a wedge type anchorage
device having a protective.anti-rust coating of a relatively low viscosity.
[0006] A suitable rust preventative is one having a viscosity of the order of 73 centistokes
at 20°C. Fluids of higher viscosity e.g. greasy or wax films are not suitable as the
efficiency of such coated wedges is too low. In our evaluations we have been able
to show that a strand anchored by a wedge of the invention will, when stressed using
the hydraulic jack of our co-pending Application, have an efficiency of 95% of more,
i.e. the strand will not fail until it reaches 95% of its ultimate tensile strength.
[0007] The wedges may be adapted for use with strands ranging from about 12 mm to about
18 mm in diameter. For a 13 mm diameter the wedge may weigh about 45 - 60 grams, a
saving of about 35% by weight; for a 16 mm diameter wedge the weight may range from
about 65 to 85 grams, a saving of about 50% by weight. The invention specifically
includes wedges having a coating and measuring about 39 mm and about 23 mm average
diameter; and about 44 mm long and about 31 mm average diameter.
[0008] The conical surfaces of the wedge elements only, or the conical surfaces of the barrels
or plates, or the conical surfaces of both the wedges and the barrels or plates may
be coated. Alternatively, all of the surfaces of the wedges and/or the barrels may
be coated.
[0009] In order that the invention may be well understood, it will now be described with
reference to the accompanying diagrammatic drawings, in which
Figure 1 is an end view of a wedge in use; and
Figure 2 is a side elevation of a wedge element.
[0010] The wedge of Figure 1 comprises two identical wedge elements 2. Each element is formed
of case hardened steel. The element is conical and has a wider end 3, the right hand
end as seen in Figure 2, and tapers to a narrower end 4, the left hand end as seen
in Figure 2. A groove is formed adjacent the wider end 3, to receive a wire or spring
6, by which the two wedge elements 2 are held together. The wedge elements together
define a bore 10 for gripping a wire, strand etc 7. The wedge 1 is received in a socket
8 in a plate 9 abutting a concrete structure. The outer surface of the wedge elements
is, according to the invention, coated with RUSTBAN 335, a rust preventative marketed
by ESSO and having a viscosity of 73 centistokes at 20°C. The wedge is about 44 mm
long, and has a bore 10 which is about 15 mm in diameter at the wider end 3 and about
18 mm at the narrower end 4. The overall diameter at the wider end 3 is about 28 mm.
The wedge weighs about 80 grams.
[0011] The invention is illustrated by the following comparative Example. Wedges having
the dimensions and weight indicated in the Table were coated as indicated and then
used to tension a strand of 13 mm or 15 mm diameter as indicated. The efficiency was
then measured when the strand was tensioned.
[0012] The results of this Table show that when a waxy film is applied to a wedge of reduced
dimensions the efficiency falls whereas when a coating of the invention is applied
to such a wedge the efficiency rises to an acceptable level.
[0013] In particular, the results show that to achieve an efficiency of 95% with a known
13 mm wedge having a waxy film, the wedge must weigh 83 grams. Decreasing the size
of the wedge while using the same coating drops the efficiency. In contrast and in
accordance with the invention the wedge can be smaller and weigh 55 grams and having
a coating as defined and still have an efficiency of 95%. In other words, one can
have a weight saving of 31%. In the case of 15 mm wedge, the invention works in the
same way but the weight saving is 152 - 80 grams, i.e. 72 grams, i.e. 47%.

1. A wedge type anchorage device for use in anchoring a wire or a strand in a concrete
structure or stressing jack or the like, the device having a bore for receiving the
wire or strand and having an external- surface adapted to engage a wall of a passageway
in the jack or concrete structure characterised by a low protective anti-rust coating
of a relatively low viscosity.
2. A wedge device according to Claim 1 characterised in that the coating is selected
such that the wedge performs with an efficiency of at least 95% of the ultimate strength
of the wire or strand.
3. A wedge device according to Claim 1 or 2 characterised in that the rust preventative
is one having a viscosity of the order of 73 centistokes at 20°C.
4. A wedge device according to any preceding Claim characterised in that the wedge
is adapted for use with strands ranging from 12 mm to 18 mm in diameter.
5. A wedge device according to Claim 4 characterised in that for a strand of 13 mm
diameter the wedge weighs 45 to 60 grams and measures about 39 mm long and about 23
mm average diameter.
6. A wedge device according to Claim 4 characterised in that for a strand of 16 mm
diameter the wedge weighs 65 to 85 grams and measures about 44 mm long and about 31
mm average diameter.