|Publication number||US3596330 A|
|Publication date||Aug 3, 1971|
|Filing date||Oct 8, 1965|
|Priority date||Oct 13, 1964|
|Publication number||US 3596330 A, US 3596330A, US-A-3596330, US3596330 A, US3596330A|
|Inventors||Miller Roy Bruce, Scott Robert Arthur, Winder Richard Henry Bryan|
|Original Assignee||Cementation Co Ltd The|
|Export Citation||BiBTeX, EndNote, RefMan|
|Patent Citations (12), Referenced by (26), Classifications (17)|
|External Links: USPTO, USPTO Assignment, Espacenet|
United States Patent  Inventors Robert Arthur Scott Richmond; Richard Henry Bryan Winder, Gerrards Cross; Roy Bruce Miller, Amersham, all of, England (21] App1.No. 494,202  Filed Oct. 8, 1965  Patented Aug. 3, 1971 [731 Assignee The Cementation Company Limited London, England  Priority Oct. 13, 1964  Great Britain [31 808/64  ANCHORS FOR STRUCTURAL TENSILE MEMBERS 10 Claims, 9 Drawing Figs.
 U.S. Cl 24/ll4.5, 24/1223, 24/126, 52/223, 287/203  1nt.C1 E04c 5/12, E04b 1/22  Field of Search 52/223-  References Cited UNlTED STATES PATENTS 2,950,576 8/1960 Rubenstein 52/223 3,066,581 12/1962 Go1dbeck.. 52/223 3,184,219 5/1965 Simms.... 52/223 3,399,434 9/1968 Kelly 52/230 Primary Examiner-Henry C. Sutherland An0meyCushman, Darby and Cushman 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 applicatios of the invention disclosed in this document and should not be used tointerpret the scope of the claims which appear at the end of this specification.
ANCHORS FOR-STRUCTURAL rEN's'r'tizMEMnERs 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. 3
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 un stripped length or lengths by flexible sealing means so that the complete anchor structure forms a sealed protective and loadtransmitting 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 F IG. 8 but shows a slightly modified construction.
DESCRIPTIONOF 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 la 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 la. 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 la 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 reference. 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 la 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 la 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 sothat 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 internallytapered 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 la is efiected 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 narrowsprogressively 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 l2 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. l 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 lie 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 la. 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 I 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 assemblyconsisting of the anchored end part of the wire I, 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, havingone 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 l4. Alternatively, the washer could be secured by swagging or crimping the capsule. The capsule 15 is preferably, but not exclusively, made from noncorrodable 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 160 of the flange l6.
The face'ltia 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 130 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 l5 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 ornot 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 ofone or more discs or washers of approptiate 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 inIFIG. 6, an anchor form is shown which is suitable for attachment at any point along the length ofa 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 l 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 securedover the washer 20 by a flange 22 as shown. Alternatively, the attachment of washer 20 may be by sticking, glueing or crimpmg.
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 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 la. 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 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 concent ic 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 2612 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 2? is chosen to limit the permitted compression of washer 28 by the lower surface of the sleeve 25 to a value sufiicient 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 260 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 ofa 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.
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.
wardly 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 shoulderand said sleeve one end within said conical cavity.
|Cited Patent||Filing date||Publication date||Applicant||Title|
|US2082566 *||Apr 11, 1935||Jun 1, 1937||Elec||Connecter|
|US2128832 *||Mar 26, 1937||Aug 30, 1938||Scovill Manufacturing Co||Connecter end cap|
|US2166457 *||Jul 28, 1938||Jul 18, 1939||Electroline Company||Reclaiming member and entrance guide for connectors|
|US2665331 *||Apr 4, 1952||Jan 5, 1954||Electroline Company||Connector for stranded cable|
|US2783024 *||Apr 1, 1954||Feb 26, 1957||Henry Lee Donovan||Bar gripping means for use in the production of prestressed concrete|
|US2950576 *||Apr 25, 1956||Aug 30, 1960||Rubenstein David||Shock absorbing connections for building constructions|
|US3066581 *||Apr 30, 1958||Dec 4, 1962||Albert T Goldbeck||Self tensioning reinforcement for pavement and its use|
|US3163904 *||Jun 24, 1963||Jan 5, 1965||Supreme Products Corp||Strand chucks|
|US3184219 *||Jun 11, 1963||May 18, 1965||Simms James S||Tensioning units|
|US3205300 *||May 15, 1964||Sep 7, 1965||Fargo Mfg Co Inc||Cable gripping funit|
|US3293811 *||Jun 1, 1965||Dec 27, 1966||Rice Edward K||Anchorage for concrete stressing tendons|
|US3399434 *||Sep 27, 1965||Sep 3, 1968||William F. Kelly||Anchors for stressed cables|
|Citing Patent||Filing date||Publication date||Applicant||Title|
|US3762027 *||May 18, 1970||Oct 2, 1973||Reliable Electric Co||Method of post-tensioning prestressed concrete|
|US3858991 *||Jun 6, 1973||Jan 7, 1975||Reliable Electric Co||Apparatus for preassembling a cable and dead anchor|
|US3866273 *||Jan 15, 1973||Feb 18, 1975||Brandestini Antonio||Wire cable anchoring arrangement|
|US3956797 *||Mar 29, 1972||May 18, 1976||Antonio Brandestini||Anchorage body for anchoring tendons with wedges|
|US3973297 *||Sep 30, 1974||Aug 10, 1976||Triple Bee & Prestress (Proprietary) Limited||Cable anchoring equipment|
|US4616458 *||Jul 1, 1985||Oct 14, 1986||Vsl Corporation||Protective apparatus for tendons in tendon tensioning anchor assemblies|
|US4633540 *||Apr 30, 1985||Jan 6, 1987||Dyckerhoff & Widmann Aktiengesellschaft||Tension tie member|
|US4799307 *||Oct 7, 1986||Jan 24, 1989||Tech Research, Inc.||Anchor apparatus for a tendon in prestressed concrete slab|
|US4918887 *||Oct 14, 1987||Apr 24, 1990||Vsl Corporation||Protective tendon tensioning anchor assemblies|
|US5347777 *||Apr 23, 1993||Sep 20, 1994||Post Tension Product Mfg., Inc.||Anchor plate assembly|
|US5630301 *||May 25, 1995||May 20, 1997||Harris P/T, A Division Of Harris Steel Limited||Anchorage assembly and method for post-tensioning in pre-stressed concrete structures|
|US7451527 *||Jun 14, 2004||Nov 18, 2008||Colt Systems Limited||Rope terminator|
|US7556208 *||Sep 20, 2000||Jul 7, 2009||Max Bogl Bauunternehmung GmbH & Company KG||Pre-assembled plate consisting of armoured concrete|
|US7793473 *||May 19, 2008||Sep 14, 2010||Sorkin Felix L||Sheathing retaining cap|
|US7797894 *||Oct 17, 2007||Sep 21, 2010||Sorkin Felix L||Apparatus and method for preventing shrinkage of a sheathing over a tendon|
|US7797895 *||Oct 31, 2007||Sep 21, 2010||Sorkin Felix L||Shrinkage-preventing device for the sheathing of a tendon|
|US7823345 *||Nov 2, 2010||Sorkin Felix L||Unitary sheathing wedge|
|US7841140 *||Nov 30, 2010||Sorkin Felix L||Apparatus for preventing shrinkage of a sheathing over a tendon|
|US7856774 *||Sep 25, 2007||Dec 28, 2010||Sorkin Felix L||Sheathing-retaining wedge assembly for use with a post-tension anchorage system|
|US7950196 *||May 31, 2011||Sorkin Felix L||Sealing trumpet for a post-tension anchorage system|
|US7963078 *||Jun 5, 2008||Jun 21, 2011||Sorkin Felix L||Compression cap sheathing lock|
|US8015774 *||Jul 31, 2008||Sep 13, 2011||Sorkin Felix L||Process and apparatus for forming a sheathing retaining anchor|
|US20060179619 *||Jun 14, 2004||Aug 17, 2006||Pearce Colin R||Rope terminator|
|US20090077913 *||May 19, 2008||Mar 26, 2009||Sorkin Felix L||Sheathing retaining cap|
|DE4208834A1 *||Mar 19, 1992||Sep 23, 1993||Fischer Artur Werke Gmbh||Borehole fitted anchor bolt with cylindrical sleeve - has expanding cone at borehole base to act on adhesive sleeve,on bolt driven in.|
|EP0060863A1 *||Sep 16, 1981||Sep 29, 1982||Morris Schupack||Electrically isolated reinforcing tendon assembly and method.|
|U.S. Classification||24/122.3, 403/10, 24/129.00B, 403/23, 403/369, 24/115.00M|
|International Classification||E04C5/00, F16G11/00, F16G11/04, E04C5/12, E04C5/08|
|Cooperative Classification||E04C5/122, F16G11/04, E04C5/08|
|European Classification||E04C5/12B, E04C5/08, F16G11/04|