U.S. patent number 3,596,330 [Application Number 04/494,202] was granted by the patent office on 1971-08-03 for anchors for structural tensile members.
This patent grant is currently assigned to The Cementation Company Limited. Invention is credited to Roy Bruce Miller, Robert Arthur Scott, Richard Henry Bryan Winder.
United States Patent |
3,596,330 |
Scott , et al. |
August 3, 1971 |
ANCHORS FOR STRUCTURAL TENSILE MEMBERS
Abstract
An anchor for a grouted structural tensile member of the type
coated throughout that part of its stressed length otherwise
exposed to aggressive media characterized in that a rigid
load-transmitting sleeve provided with at least one external
surface disposed transversely to said tensile member is secured by
wedging around a stripped or otherwise uncovered length of said
member to enclose said stripped length and a small unstripped
length at one or both ends of the stripped length and is sealed to
the unstripped length or lengths by flexible sealing means so that
the complete anchor structure forms a sealed protective and
load-transmitting casing around the length of the tensile member
which is closed thereby continuous with the coating which covers
the remainder of the member. The foregoing abstract is not intended
to be a comprehensive discussion of all of the principles, possible
modes or applications of the invention disclosed in this document
and should not be used to interpret the scope of the claims which
appear at the end of this specification.
Inventors: |
Scott; Robert Arthur (Richmond,
EN), Winder; Richard Henry Bryan (Gerrards Cross,
EN), Miller; Roy Bruce (Amersham, EN) |
Assignee: |
The Cementation Company Limited
(London, EN)
|
Family
ID: |
10421461 |
Appl.
No.: |
04/494,202 |
Filed: |
October 8, 1965 |
Foreign Application Priority Data
|
|
|
|
|
Oct 13, 1964 [GB] |
|
|
41808/64 |
|
Current U.S.
Class: |
24/122.3;
24/115M; 403/10; 403/369; 403/23; 24/129B |
Current CPC
Class: |
F16G
11/048 (20130101); E04C 5/122 (20130101); E04C
5/08 (20130101); Y10T 24/3996 (20150115); Y10T
24/3907 (20150115); Y10T 24/3924 (20150115); Y10T
403/17 (20150115); Y10T 403/7054 (20150115); Y10T
403/15 (20150115) |
Current International
Class: |
E04C
5/00 (20060101); E04C 5/08 (20060101); E04C
5/12 (20060101); F16G 11/00 (20060101); F16G
11/04 (20060101); E04c 005/12 (); E04b
001/22 () |
Field of
Search: |
;52/223--230
;287/75,83,116,20.3 ;24/122.3,122.6,126,136,114.5,122.7
;25/118T |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Sutherland; Henry C.
Claims
We claim:
1. In combination: a structural tensile member of the type subject
to being stressed and having at least a portion of the length
thereof exposed to aggressive media during use; said structural
tensile member having a protective coating thereon throughout part
of the length thereof comprising said portion of the length thereof
exposed during use to aggressive media, a remainder part of the
length thereof being uncoated as respects said protective coating;
and an anchor secured on said structural tensile member, said
anchor comprising: a rigid, load-transmitting sleeve having two
ends, means defining at least one external load-transmitting
surface on said sleeve disposed substantially transversely to the
longitudinal axis of said sleeve; said sleeve surrounding said
uncoated part and adjoining the coated part of the structural
tensile member, said structural tensile member entering said sleeve
through at least one end of said sleeve; wedge means received in
said sleeve engaging said uncoated part and said sleeve for
securing said sleeve to said structural tensile member; means
sealing both ends of said sleeve; at least the sealing means
sealing said sleeve one end through which said structural member
enters being flexible and sealing by engaging said sleeve and said
coated part in the vicinity of the sleeve, thereby providing a
sealed protective and load-transmitting casing about said
structural tensile member, which casing is sealed to the said
protective coating on said structural tensile member.
2. The combination of claim 1 wherein the sealing means sealing
said sleeve one end comprises a first deformable sealing element
compressed between said sleeve and said coated part of said
structural tensile member in the vicinity of said sleeve; and said
sealing means further comprises a second deformable sealing element
secured in said sleeve opposite end for sealing off said sleeve
opposite end.
3. The combination of claim 2 further comprising means defining an
internal circumferential groove in said sleeve adjacent said sleeve
one end; said first deformable sealing element comprising a washer
received in said groove.
4. The combination of claim 1 wherein said coated part in the
vicinity of said sleeve is surrounded by said sleeve; said
protective coating being made of flexible material; said sealing
means for said sleeve one end comprising a tapered ring of
relatively rigid material forcibly received within said sleeve
between said protective coating and said sleeve and pressing said
protective coating into sealing contact with said sleeve.
5. The combination of claim 1 wherein said structural tensile
member projects from said sleeve via the opposite end thereof; a
capsule surrounding said sleeve and enclosing said sleeve beyond
said opposite end, thereby providing at least part of said sealing
means for said opposite end; said flexible sealing means of said
sleeve one end comprising a washer of deformable material, said
washer encircling and engaging said coated part in the vicinity of
said sleeve and engaging said sleeve at said sleeve one end.
6. The combination of claim 5 further including a metal bushing
backing said washer of deformable material, said bushing
surrounding said structural tensile member immediately adjoining
the washer of deformable material on the axially opposite side
thereof from said sleeve for spreading loads applied to the washer
of deformable material during use and for preventing extrusion of
the washer of deformable material.
7. The combination of claim 6 wherein said bushing includes a
tubular neck extending axially away from said sleeve, about said
structural tensile member for protecting the protective coating
adjacent the anchor from lateral stresses arising from concentrated
compression generated in the vicinity of said anchor when in
use.
8. The combination of claim 1 wherein said sealing means at said
sleeve one end comprises a flexible washer encircling said coated
part in the vicinity of said sleeve; a tubular capsule surrounding
said sleeve and having means at one end thereof sealingly holding
said flexible washer securely against said sleeve one end; and
means sealing off the opposite end of said tubular capsule.
9. The combination of claim 8 wherein said holding means on said
tubular capsule comprises means defining a radially inwardly
projecting shoulder on said capsule.
10. The combination of claim 9 wherein the radially inwardly
projecting shoulder tapers proceeding axially away from said sleeve
to define a conical cavity with said sleeve one end, said flexible
washer being compressed between said shoulder and said sleeve one
end within said conical cavity.
Description
This invention relates to the anchorage of structural tensile
members of high-tensile steel wire, rod, or like material of
circular section, secured by grouting into rock or other rigid
media. More particularly it relates to anchors in which protection
is provided against corrosion caused by aqueous or other aggressive
media throughout the anchor and adjacent extending tendons of each
high-tensile member.
One known method of protecting high-tensile steel wires against
corrosion involves packing the void spaces among and around the
wires with grease or like corrosion inhibitor and wrapping the
bundle of cables so as to contain the grease locally. In this
construction the cement grout itself provides the protection within
the anchor.
A further known method is to fill the void spaces among the wires
and between the wires and the walls of the containing cavity or
duct with a cement grout which is placed in position after the
wires are stressed. Whilst these methods provide a high degree of
protection, extreme care is needed to ensure that the envelopment
of the tendons is complete.
It is also known to protect wires against corrosion in applications
other than anchorages by coating or sleeving the wire with an
impermeable corrosion resistant cover. Such coatings are not
ordinarily able to withstand the high stresses within the
anchorage.
SUMMARY OF THE INVENTION
The main object of the present invention is to facilitate the use
of coated or covered wires in anchor applications by providing
simple means for anchoring such wire capable of transferring load
between the wire and the surrounding grout at a place where the
coating has been removed from the wire by presenting at least one
surface to the grout which is transverse to the wire and also
capable of maintaining the continuity of the protection of the wire
against corrosion through that place.
Accordingly, the invention provides an anchor for a grouted
structural tensile member of the type coated throughout that part
of its stressed length otherwise exposed to aggressive media
characterized in that a rigid load-transmitting sleeve provided
with at least one external surface disposed transversely to said
tensile member is secured by wedging around a stripped or otherwise
uncovered length of said member to enclose said stripped length and
a small unstripped length at one or both ends of the stripped
length and is sealed to the unstripped length or lengths by
flexible sealing means so that the complete anchor structure forms
a sealed protective and load-transmitting casing around the length
of the tensile member which is closed thereby continuous with the
coating which covers the remainder of the member.
BRIEF DESCRIPTION OF THE DRAWING
In order that the invention may be clearly understood and readily
carried into effect, a number of embodiments thereof will now be
described in detail with reference to the accompanying drawings in
which:
FIGS. 1, 2 and 3 are part sectional side views showing respectively
three alternative anchor forms each attached to a terminal end of a
sheathed structural tensile member in accordance with the
invention,
FIGS. 4 and 5 are views similar to FIGS. 1, 2 and 3, but show two
further alternative anchor forms each employing a sealed
capsule,
FIG. 6 is a part sectional side view showing a further anchor form
of the invention which is secured intermediate the length of a
sheathed structural tensile member,
FIG. 7 is a partially broken away view which is similar to FIG. 6
but shows a modification thereof,
FIG. 8 is a view similar to FIGS. 1, 2 and 3 showing yet another
alternative anchor form, and
FIG. 9 is a partially broken away view which is similar to FIG. 8
but shows a slightly modified construction.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
In the embodiment of the invention illustrated in FIG. 1, a
structural tensile member 1 made of steel wire or like material is
provided with a sheath or coating 2 made of polypropylene plastics
or other impermeable corrosion resistant material. A stripped
length of wire 1a is provided at the terminal end of the wire 1,
the sheath 2 terminating in a short unstripped length as shown at a
location inside an internally tapered sleeve 3. To the stripped end
1a of the wire is attached the internally tapered load-transmitting
sleeve 3, of stainless steel or other suitable material, having a
narrowed neck 4 which projects over the sheath 2. To secure the
sleeve 3 in position, wedges 5 are entered into the sleeve through
the wider open end 6 of the latter which is remote from the neck 4.
These wedges 5, which are pulled or pushed into the sleeve 3, serve
to clamp and grip the stripped wire and 1a within the sleeve as
will be understood. Dimensions are so chosen that the wedges 5 abut
or almost abut the terminal end of the sheath 2. The exterior
surfaces 5a of the wedges taper in the same sense as the interior
surface 3a of the sleeve 3.
The tapered inner surface 3a of the sleeve 3 preferably, but not
necessarily, terminates at the neck and opposite ends 4 and 6 in
cylindrical inner surfaces 4a, 6a. The diameter of the inner
surface of the neck 4 is then chosen to fit closely against the
outer surface of the sheath 2. Beyond the neck, within the sleeve
3, a small washer 7 of deformable material, which may also be
polypropylene plastics, is arranged to fit closely around the
terminal end of the sheath 2 which immediately precedes the
stripped wire length 1a. When the washer 7 is made from a plastic
material amenable to moulding by pressure, the shape of the washer
is of no great significance, but its volume is chosen to suit the
space available for the washer beneath the narrowed ends of the
wedges 5 within the tapered interior of sleeve 3. The action of
drawing the sleeve 3 over the wedges 5 during assembly, then has
the effect of compressing and moulding the material of washer 7
into the space available for it. If the volume of washer 7 is
correctly chosen it will subsequently maintain adequate sealing
pressure against the outer surface of the terminal end of sheath 2
and against the inner surface of the tapered interior of sleeve 3
adjacent the neck 4. If the material of washer 7 is less deformable
than indicated in the foregoing, it is preferably shaped during
manufacture to a form which fits the cavity available to receive
the washer.
The diameter of the inner surface of the open end 6 of the sleeve 3
is chosen to accommodate a deformable plug or washer 8 which may
also be made of polypropylene plastics. This plug or washer 8 is
pushed into place as the final operation of assembly to form a seal
beyond the wedged length of wire 1a and to complete the closure and
sealing of the anchor structure. In order to compress and grip the
plug or washer 8 as it is pushed home, steps are taken to ensure
that at least part of the washer enters the tapered internal
surface 3a of the sleeve 3 at the wider end of the latter. The plug
or washer 8 may alternatively be held in place or additionally
secured by glueing or by flanging or crimping the adjacent end 6 of
the sleeve 3 in a manner similar to that which will be later
referred to in connection with the embodiments shown in FIGS. 7 and
8.
The anchor form shown in FIG. 2 is very similar to the anchor form
shown in FIG. 1 and corresponding parts have been given the same
references. In FIG. 2, however, the washer 7 is omitted and
replaced by a ring 9 of metal or other rigid material which is
pushed over the bared end 1a of the wire and under the terminal end
of the sheath 2. The ring 9 has a substantially frustoconical outer
surface coaxial with a cylindrical inner surface of a diameter able
to slide easily over the bared end 1a of the wire. The diameter of
the smaller end of the frustoconical outer surface is preferably
equal or close to the internal diameter of the ring so that the
leading ring edge is left relatively sharp. The slope or
semivertical angle of the outer surface of the ring 9 is chosen to
match the tapered inner surface of the sleeve 3 adjoining the neck
4. The diameter of the larger end of the frustoconical outer
surface of the ring 9 is chosen so that, when the ring has been
pushed beneath the end of the sheath 2 as shown, and when the
wedges 5 have been assembled so that their smaller ends abut the
ring 9, the sheath 2 is swollen so as to fit tightly inside the
sleeve 3 as the latter is drawn into the assembled position over
the wedges. As a result, a good seal is formed at the neck end of
the sleeve which provides adequate grip between the swollen sheath
2 and the sleeve wall. The position of the wedges 5, and hence of
the outwardly flared part of the sheath 2 within the internally
tapered sleeve 3, is determined during assembly by the assembly
tools in order to obtain the required degree of grip and
sealing.
As shown in FIG. 2, the final sealing of the outer sleeve end
beyond the wedged wire length 1a is effected by a deformable plug
or washer 8a, the dimensioning in this case being such that the
plug or washer 8a terminates flush with the end edge of the wider
end 6 of the sleeve 3.
In the anchor form shown in FIG. 3, the sheath 2 around the wire 1
is again terminated at or in the vicinity of wire-gripping wedges 5
which grip the stripped wire end 1a and are enclosed within a
slightly modified form of load-transmitting sleeve 10. This sleeve
10 has an internal taper which narrows progressively from the end
of the sleeve 10a to terminate in a cylindrical section at the
opposite sleeve end 10b. The external surface 10c of the sleeve end
10b provides a load-transmitting external surface on the sleeve
disposed substantially transversely to the longitudinal sleeve
axis. The cylindrical section at the sleeve end 10b surrounds the
end part of the stripped sheath 2 and the inside surface of the
cylindrical section surrounding the sheath end 2 is provided with
at least one groove 11. This groove 11, or each groove, contains a
known form of sealing means such as an O-ring 12 or a lip-type seal
or packing for the purpose of sealing the cylindrical section of
sleeve 10 around the sheath 2. The opposite end of the sleeve 10 is
again closed by a plug 8 of deformable material in a manner
substantially as described in connection with FIGS. 1 and 2.
In the anchor form shown in FIG. 4, an anchor incorporating a rigid
load-transmitting sleeve 13 is again shown secured by wedges 5 to a
stripped terminal length 1a of a wire 1 which is encased in a
sheath 2. The sleeve 13 has a tapered bore which opens at the wider
end through the end 13a of the sleeve and, at the narrower sleeve
end 13b, opens through a reduced concentric cylindrical hole having
approximately the same diameter as the diameter of the stripped
wire length 1a. The dimensions are chosen so that the sleeve end
13b abuts or nearly abuts the end of the sheath 2. A washer 14 of
deformable material such as rubber, lead, plastic, or fiber is
located as shown about the sheathed wire 1 immediately adjacent the
sleeve end 13b. The inner diameter of the washer 14 is chosen to
fit closely around the sheath 2 on the wire and its outer diameter
is chosen to match the outer diameter of the sleeve 13. The
thickness or depth of washer 14 is chosen to permit sufficient
deformation for sealing purposes as will be described later.
The assembly consisting of the anchored end part of the wire 1, the
wedges 5, the sleeve 13 and washer 14 is contained in and enclosed
by a protective cap or capsule 15 of substantially tubular internal
form, having one closed end. For assembly purposes, the open end of
the capsule is passed down over the sleeve 13 and the washer 14 so
as to project slightly beyond the latter. The anchor structure may
then be completed by deforming the open end of the capsule in order
to form a flange 16 serving to retain the washer 14. Alternatively,
the washer could be secured by swagging or crimping the capsule.
The capsule 15 is preferably, but not exclusively, made from
noncorrodible material.
In service, the anchor form shown in FIG. 4 may be embedded in
concrete or similar material or may be abutted against a plate or
like structural component. In either case, loading tensions applied
to the wire 1 in the lengthwise direction away from the anchor are
resisted mainly by compressions generated over the lower face 16a
of the flange 16. The face 16a provides a load-transmitting
external surface on the capsule 15 disposed substantially
transversely to the longitudinal axis of the sleeve 13. These
compressions are transmitted through the washer 14 to sleeve 13 via
the sleeve end surface 13c provides a load-transmitting external
surface on the sleeve 13 disposed substantially transversely to the
longitudinal axis of the sleeve 13, whence the compressions are
applied through the wedges 5 to resist the tension in the wire 1.
The effect of compression upon the deformable washer 14 is to
expand its outer diameter to make a tight seal against the adjacent
inner surface of capsule 15 and to contract its inner diameter to
grip and seal against the adjacent outer surface of the sheath 2.
The complete assembly is thus sealed and protected against external
aggressive agents.
The anchor shown in FIG. 5 is a slightly more elaborate form of the
anchor which is shown in FIG. 4. In this more elaborate anchor
form, the main components remain the same except that the
load-transmitting sleeve 17 has a tapered bore which extends
therethrough over the full sleeve length and has a diameter which
progressively decreases from outer sleeve end 17a towards the
opposite sleeve end 17b. There is also an additional bushing 18
provided which is usually of metal and which is located against the
washer 14 on the side thereof remote from the sleeve 17. The
bushing 18 conveniently has the same diameter as the washer 14 and
serves to spread the loads applied to washer 14 in service and to
prevent extrusion of the deformable material of the washer 14. As
shown, the bushing 18 may optionally also have an extended neck 19
which serves to protect the sheathing 2 of the wire from lateral
stresses arising from the concentrated compressions generated in
the vicinity of embedded anchors. Irrespective of whether or not
the neck 19 is included, the capsule 15 may be flanged at 16 over
the bushing 18.
If either of the anchor forms shown in FIGS. 4 or 5 is intended for
embedding in soft or weak materials, the bearing surfaces of the
anchors may be extended either axially or laterally by the addition
of one or more discs or washers of appropriate shape. These discs
or washers are then slipped over the wire 1 and sheath 2 in order
to abut the flange 16.
In the embodiment illustrated in FIG. 6, an anchor form is shown
which is suitable for attachment at any point along the length of a
sheathed structural tensile member. This tensile member is again
shown conveniently as a length of wire having sheathing 2, the
anchor being attached to a stripped length 1a of the wire.
Alternatively, of course, the anchor which is shown in FIG. 6 could
be attached close to the terminal end of a tensile member.
This anchor form again incorporates a load-transmitting sleeve 13,
which is similar to the sleeve shown in FIG. 4 except that the
concentric cylindrical hole through the sleeve end 13b is made
sufficiently large to receive the end of sheath 2 therein. Wedges 5
are also employed as in the previous embodiments but the wire 1 now
passes completely through the anchor and emerges beyond it. In
order to accommodate and seal against the emergent wire, a second
washer 20 of deformable material is fitted around the wire 1 and,
in this case, also around the sheath part 2 which encases the
emergent wire end. To enclose the anchor, a modified capsule 21 is
provided which is open at both ends and which is secured over the
washer 20 by a flange 22 as shown. Alternatively, the attachment of
washer 20 may be by sticking, glueing or crimping.
The washer 20 does not experience compressions generated by the
applied load in the manner described in connected with the washer
14. Hence a preferred procedure for securing the washer 20 is to
crimp or deform the capsule 21 as shown at 23 in the modified
anchor form illustrated in FIG. 7. In this way the washer 20 is
compressed laterally so as to ensure a good seal against the
capsule 21 and the sheath 2 or wire 1. Such compression may readily
be obtained by the transverse application of suitably shaped dies
to the capsule 21 or by the use of a rolling deforming tool. The
same procedure may, in some cases, also be employed to secure the
washer 14 both in the embodiment of FIG. 6 and also in the
embodiments of FIGS. 4 and 5. In cases where the embodiment of FIG.
6 or of FIG. 7 is to be applied to the end of a tensile member, the
washer 20 will, of course, be provided without a central hole and
the wire 1 will be terminated within the capsule 21.
In the anchor form illustrated in FIGS. 8 and 9, the anchor is
again shown applied to the end of a wire 1 having a sheath 2 and a
stripped end 1a. This anchor form is intended for use mainly under
high-loading conditions and may alternatively also be applied
anywhere along the length of a structural tensile member. The
anchor again incorporates a rigid load-transmitting sleeve 25 which
is of slightly modified form and again has an internally tapered
bore which narrows from the outer sleeve end 25a to merge into a
concentric cylindrical hole at the opposite sleeve end 25b. The
wedges 5 which embrace the stripped wire end 1a to lock the latter
within the sleeve 25 are substantially the same as in the former
embodiments but a modified more robust form of outer capsule is
incorporated in the anchor structure. This outer capsule has a
tubular portion 26, an open outer end 26a and a shouldered inner
end portion 26b. As shown the end portion 26b may be extended by a
neck 27. A deformable washer 28 is located around the wire 1 and
sheath 2 adjacent the end 26b and is surrounded by a rigid washer
29 of slightly thinner form than washer 28. The thickness of washer
29 is chosen to limit the permitted compression of washer 28 by the
lower surface of the sleeve 25 to a value sufficient to seal
against, and if necessary to grip, but not to damage the wire 1 or
sheath 2. Alternatively, as shown in FIG. 9, the end of the cavity
within the capsule at end 26b is given a conical form as shown at
26c such as is produced by the end of an ordinary metal drill, and
a deformable washer 30 is placed in this cavity. The downward
movement of the sleeve 25 is then limited by its abutment against
the wall of cavity 26c at the larger end of the latter and the
intrinsic volume of the deformable material of the washer 30 is
chosen so that the required degree of compression is obtained when
this occurs.
A deformable washer 31 is provided in this embodiment without a
central hole, but will have such a hole if the anchor is fixed
intermediate the wire length. The washer 31 is secured in place
conveniently by a crimp 23 formed in the wall of capsule 26.
Alternatively, washer 31 could be secured by any of the other
indicated procedures.
The anchor forms in FIGS. 1, 2 and 3 are all shown as applied to
the terminal end of a sheathed structural tensile member. It will
be appreciated, however, that the anchor forms shown in these three
Figures could also be applied intermediate the length of a tensile
member, the end washers being appropriately apertured for this
purpose.
In all the described embodiments an inert fluid or material, for
example liquid epoxy resin, may be added to the interior of the
anchor during assembly in order to fill any vacant spaces left
therein and thus to exclude air. Furthermore, the added material
may be chosen to assist the performance of the anchorage by glueing
together components which might otherwise work loose in
service.
Wherever appropriate the external surfaces of the rigid
load-transmitting sleeves or capsules may, of course, be varied in
shape in order to suit the environment in which the anchor is
required to operate. In particular, the shape might be varied in
order to facilitate the transference of load from the anchor to its
environment. For example, an anchor intended for embedding in a
soft or weak medium might be provided with toothed, serrated or
roughened outer surfaces, while an anchor for attachment to a
metallic structural element might be provided with a screwed outer
surface in order to facilitate bolting or screwing to said member.
Furthermore, in appropriate applications, several load-transmitting
sleeves as described might be incorporated in one block of material
in order to provide a multiple anchorage. Any such variation of the
external shape does not materially affect the operation or
construction of the invention as described.
* * * * *