US3766609A - Anchoring body for key anchoring tension members - Google Patents

Anchoring body for key anchoring tension members Download PDF

Info

Publication number
US3766609A
US3766609A US00862774A US3766609DA US3766609A US 3766609 A US3766609 A US 3766609A US 00862774 A US00862774 A US 00862774A US 3766609D A US3766609D A US 3766609DA US 3766609 A US3766609 A US 3766609A
Authority
US
United States
Prior art keywords
tendon
passage
anchoring
section
anchorage
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US00862774A
Inventor
A Brandestini
H Siegwart
G Welbergen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of US3766609A publication Critical patent/US3766609A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices
    • E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T24/00—Buckles, buttons, clasps, etc.
    • Y10T24/39—Cord and rope holders

Definitions

  • the present invention relates to an anchorage body for anchoring tendons with wedges, such as strands, having a central passage for the tendon, at least one section ,of which passage widening conically from the inlet end to the outlet end in order to form a seat for wedges.
  • Such anchorage bodies for tendons do not fulfill all conditions as end anchorages inserted in the formwork or shuttering.
  • the present invention has for its object to provide an anchorage body which avoids the above-mentioned disadvantages.
  • the anchorage body according to the invention is characterised in that the first section of the passage, adjacent the inlet opening, tapers conically in order to form a seat fora centering and sealing-element to be inserted between tendon and anchorage body.
  • FIG. 1 shows a longitudinal section through an end anchorage by means of an anchorage body according to the invention.
  • FIG. la is a front view of the anchorage according to FIG. 1.
  • FIG. 2 shows a longitudinal section through the inlet sectionof a similar anchorage.
  • FIG. 3 shows a section through the inlet opening of a further embodiment of an anchorage
  • FIGS. 4 and 5 show longitudinal, sections through'two anchorages in finished state.
  • the tendon 1 (together with sheathing 1a) must be exactly centered at the inlet point A in the anchorage body, so that when the tendon. is later stressed, this centering remains true.
  • the anchorage body 2 must be fixable in the correct position, immovable with respect to the shuttering or formwork 7, so that, during concreting, the position of the anchorage body remains unaltered and said shuttering or formwork may easily be removed after the concrete has hardened.
  • conditions A and B are fulfilled (FIGS. 1-5), in that the anchorage body has on its rear side A an extension 2a internally provided with a conical recess 2b, which tapers in direction B.
  • a tubular resilient sealing body 4 is pressed in direction B into said recess.
  • a local constriction 2c of the conical recess 2b can prevent the penetration of the sealing body 4 into the wedge space 3a.
  • the inner diameter of the constriction 2c must however be considerably larger than the outer diameter of the tendon, since it must berpossible to push said tendon through this constriction without difficulty.
  • considerable thickenings are often formed at the ends thereof due to cutting by means of cutting torches, which thickenings must be guided through the constriction 20.
  • a centering of the tendon by means of this constriction must therefore be omitted, for practical reasons.
  • the sealing body 4 may be composed of rubber, plastic material or even metal; it may also be provided with a longitudinal slit at least at one place over at least a certain length.
  • the seal at point A can be additionally reinforced by the interposition of a sealing ring 5 (FIG. 1,2) made of soft material.
  • a ring 5a consisting for example of two parts may be placed on the constriction 2c as centering means (FIG. 3), before the seal 4 is pressed in.
  • the sealing body 4 may be of any desired length.
  • the tendon here consists of a strand with a lubricating and rust-protection coating and a paper sheathing la.
  • the tendon may however also pass through a rigid conduit (e.g. metal hose) 1b (FIG. 2), the space between tendon and sheathing being grouted after stressing.
  • the seal 4a between the conduit and the anchorage body 2, 2a may in this case be constructed as shown in FIG. 2, and it may also take over the function of a connecting piece, i.e., may be provided with another inlet opening 412 for the connection of the pipe for the grout.
  • the sealing body 4 may also be additionally glued to the conical inner face 2b.
  • This inner face may have a rough surface for better adhesion.
  • the anchorage body 2 is securely connected (for example by screwing) to a holding sleeve 6 (FIGS. 1-5).
  • the shuttering or formwork 7 is for its part securely connected to the holding sleeve 6 by being pressed against the shoulder 6b of the holding sleeve 6 by means of the nut 6d. It is important that the holding sleeve 6 is not only securely, but also tightly connected to the anchorage body 2. It is shown that when using a suitable plastic material, a multiple thread 6f is sufficient for the seal against grout penetrating in to the wedge space 3a. In order to increase the seal, the teeth of the thread or the surface 6b and 6g may be provided with thin fins which are pressed together when the holding sleeve 6 is screwed in and thereby improve the seal.
  • the holding sleeve 6 is removed, this being simplified by the cone 6a.
  • the finished anchorage is shown in FIG. 4.
  • FIG. 5 shows the same anchorage when it is not to be fixed against a shuttering or formwork, but is to lie inside the concrete structure as so-called fixed anchorage.
  • the wedges 3 are from the beginning firmly seated in the wedge space 3a and the tendon will thereby be anchoraged.
  • a cap 8 with spring 9 located inside the cap is screwed onto the anchorage body 2.
  • the outer surface or side of the conically tapering section may be provided with a thread 10.
  • An anchoring device for anchoring tendons with wedges comprising: an anchor body having a central passage therein for receiving said tendon, said passage having an inlet end, and outlet end, an outlet section of said passage widening conically toward said outlet end to form a seat for said wedges, and an inlet section of said passage widening conically toward said inlet end, the outer surface of said inlet section having a threaded portion; an annular shoulder between said inlet section and said outlet section; a centering and sealing element inserted between said tendon and the inner conical surface of said inlet section, whereby said centering and sealing element is seated on said inlet section and stopped against said annular shoulder to provide centering for said tendon and a seal between said tendon and said inlet section; and a holding sleeve for holding said anchor body to a fixed support and wherein said passage has a threaded widened part near said outlet end for removably securing said holding sleeve in said part of said passage.

Abstract

In an anchorage for tendons, such as strands, an anchorage body for anchoring tendons with wedges, having a central passage or bore for the tendon, at least one part or section of which passage widening conically from the inlet end to the outlet end in order to form a seat for wedges, a first section of said passage, adjacent to the inlet opening of the passage, tapering conically in order to form a seat for a combined centering- and sealing-element to be inserted between said tendon and said anchorage body.

Description

United States Patent Brandestini et' al.
[ Oct. 23, 1973 ANCHORING BODY FOR KEY ANCHORING I TENSION MEMBERS Inventors:
Assignee:
Filed;
Appl. No.: 862,774
Antonio Brandestini, 60, Alte Landstrasse, Kusnacht; Hans-Rudolf Siegwart, Kilchberg; Gerard Welbergen, Zurich, all of Switzerland said Brandestini, by said Siegwart and Welbergen, a part interest Oct. 1, 1969 Foreign Application Priority Data Mar. 26, 1969 Switzerland 4611/69 US. Cl. 24/126, 425/111 Int. Cl. Fl6g 11/00 Field 01 Search 24/126; 52/230, 223;
References Cited UNITED STATES PATENTS Goeller 24/126 UX 1,817,774 8/1931 Sipe 285/231 2,406,235 8/1946 McCoy 285/238 X 2,823,248 2/1958 Schaefer 24/126 X 3,137,971 6/1964 Rhodes.... .1 52/230 3,326,791 6/1967 Heuze 24/126 X 3,384,704 5/1968 Vockroth..... 24/126 X 3,449,876 6/1969 Howlett 24/126 X FOREIGN PATENTS OR APPLICATIONS 713,750 7/1965 Canada 24/126 Primary ExaminerPaul R. Gilliam AttorneyRichard P. Alberi [57] ABSTRACT 1 Claim, 6 Drawing Figures PATENTEU OCT 2 3 I973 sass? 2 BF 4 ANCIIORING BODY FOR KEY ANCHORING TENSION MEMBERS The present invention relates to an anchorage body for anchoring tendons with wedges, such as strands, having a central passage for the tendon, at least one section ,of which passage widening conically from the inlet end to the outlet end in order to form a seat for wedges.
Such anchorage bodies for tendons, known in various forms, do not fulfill all conditions as end anchorages inserted in the formwork or shuttering.
Either the tendons are poorly centered in the anchorage body, so that the anchoring with wedges becomes problematic, or the inlet opening in the anchorage body is not adequately sealed, this leading to the wedge seats being fouled by'grout, etc.
The present invention has for its object to provide an anchorage body which avoids the above-mentioned disadvantages.
The anchorage body according to the invention is characterised in that the first section of the passage, adjacent the inlet opening, tapers conically in order to form a seat fora centering and sealing-element to be inserted between tendon and anchorage body.
The invention will be better understood, and objects other than those set forth above, will become apparent, when consideration is given .to the following detailed description thereof. Such description makes reference to the annexed drawings wherein generally the same reference numerals or characters have usually been employed to denote the same or analogous elements, and wherein:
FIG. 1 shows a longitudinal section through an end anchorage by means of an anchorage body according to the invention.
FIG. la is a front view of the anchorage according to FIG. 1.
FIG. 2 shows a longitudinal section through the inlet sectionof a similar anchorage.
FIG. 3 shows a section through the inlet opening of a further embodiment of an anchorage, and
FIGS. 4 and 5 show longitudinal, sections through'two anchorages in finished state.
When placing the tendon l and the end anchorages in a shuttering, the following must be heeded:
A. The tendon 1 (together with sheathing 1a) must be exactly centered at the inlet point A in the anchorage body, so that when the tendon. is later stressed, this centering remains true.
B. Care must be taken that'no grout can penetrate into the conical space 3a which will later receive the wedges 3, either on the front side B of the anchorage body or above all on the later inaccessible rear side A thereof.
Furthermore, the following condition should also be heeded:
C. The anchorage body 2 must be fixable in the correct position, immovable with respect to the shuttering or formwork 7, so that, during concreting, the position of the anchorage body remains unaltered and said shuttering or formwork may easily be removed after the concrete has hardened.
In the embodiments shown, conditions A and B are fulfilled (FIGS. 1-5), in that the anchorage body has on its rear side A an extension 2a internally provided with a conical recess 2b, which tapers in direction B. After the tendon l, which may be enveloped in a paper sheathing 1a, has been inserted, a tubular resilient sealing body 4 is pressed in direction B into said recess. By the deformation of the sealing body 4 due to the conical inner face of the anchorage body extension 2a, the inside of the sealing body lies tightly against the tendon 1, la and its outside tightly against the inner wall of the recess 2b of the anchorage body. In this way, a centering of the tendon 1 and a seal against the penetration of grout is obtained. A local constriction 2c of the conical recess 2b can prevent the penetration of the sealing body 4 into the wedge space 3a. The inner diameter of the constriction 2c must however be considerably larger than the outer diameter of the tendon, since it must berpossible to push said tendon through this constriction without difficulty. Particularly when using strands as tendons, considerable thickenings are often formed at the ends thereof due to cutting by means of cutting torches, which thickenings must be guided through the constriction 20. A centering of the tendon by means of this constriction must therefore be omitted, for practical reasons.
The sealing body 4 may be composed of rubber, plastic material or even metal; it may also be provided with a longitudinal slit at least at one place over at least a certain length. Especially when using a sealing body composed of metal, the seal at point A can be additionally reinforced by the interposition of a sealing ring 5 (FIG. 1,2) made of soft material. On the other hand, when using a sealing body 4 composed of comparatively soft material, a ring 5a consisting for example of two parts may be placed on the constriction 2c as centering means (FIG. 3), before the seal 4 is pressed in. The sealing body 4 may be of any desired length. FIG. 1 shows by way of example a comparatively short body; the tendon here consists of a strand with a lubricating and rust-protection coating and a paper sheathing la. The tendon may however also pass through a rigid conduit (e.g. metal hose) 1b (FIG. 2), the space between tendon and sheathing being grouted after stressing. The seal 4a between the conduit and the anchorage body 2, 2a may in this case be constructed as shown in FIG. 2, and it may also take over the function of a connecting piece, i.e., may be provided with another inlet opening 412 for the connection of the pipe for the grout.
The sealing body 4 may also be additionally glued to the conical inner face 2b. This inner face may have a rough surface for better adhesion.
Condition C is also fulfilled by the present invention. To this end, the anchorage body 2 is securely connected (for example by screwing) to a holding sleeve 6 (FIGS. 1-5). The shuttering or formwork 7 is for its part securely connected to the holding sleeve 6 by being pressed against the shoulder 6b of the holding sleeve 6 by means of the nut 6d. It is important that the holding sleeve 6 is not only securely, but also tightly connected to the anchorage body 2. It is shown that when using a suitable plastic material, a multiple thread 6f is sufficient for the seal against grout penetrating in to the wedge space 3a. In order to increase the seal, the teeth of the thread or the surface 6b and 6g may be provided with thin fins which are pressed together when the holding sleeve 6 is screwed in and thereby improve the seal.
After the concrete has hardened, the holding sleeve 6 is removed, this being simplified by the cone 6a. The finished anchorage is shown in FIG. 4.
FIG. 5 shows the same anchorage when it is not to be fixed against a shuttering or formwork, but is to lie inside the concrete structure as so-called fixed anchorage. In this case, the wedges 3 are from the beginning firmly seated in the wedge space 3a and the tendon will thereby be anchoraged. in order to secure the wedges 3, a cap 8 with spring 9 located inside the cap is screwed onto the anchorage body 2.
The outer surface or side of the conically tapering section may be provided with a thread 10.
What we claim is:
1. An anchoring device for anchoring tendons with wedges, comprising: an anchor body having a central passage therein for receiving said tendon, said passage having an inlet end, and outlet end, an outlet section of said passage widening conically toward said outlet end to form a seat for said wedges, and an inlet section of said passage widening conically toward said inlet end, the outer surface of said inlet section having a threaded portion; an annular shoulder between said inlet section and said outlet section; a centering and sealing element inserted between said tendon and the inner conical surface of said inlet section, whereby said centering and sealing element is seated on said inlet section and stopped against said annular shoulder to provide centering for said tendon and a seal between said tendon and said inlet section; and a holding sleeve for holding said anchor body to a fixed support and wherein said passage has a threaded widened part near said outlet end for removably securing said holding sleeve in said part of said passage.

Claims (1)

1. An anchoring device for anchoring tendons with wedges, comprising: an anchor body having a central passage therein for receiving said tendon, said passage having an inlet end, and outlet end, an outlet section of said passage widening conically toward said outlet end to form a seat for said wedges, and an inlet section of said passage widening conically toward said inlet end, the outer surface of said inlet section having a threaded portion; an annular shoulder between said inlet section and said outlet section; a centering and sealing element inserted between said tendon and the inner conical surface of said inlet section, whereby said centering and sealing element is seated on said inlet section and stopped against said annular shoulder to provide centering for said tendon and a seal between said tendon and said inlet section; and a holding sleeve for holding said anchor body to a fixed support and wherein said passage has a threaded widened part near said outlet end for removably securing said holding sleeve in said part of said passage.
US00862774A 1969-03-26 1969-10-01 Anchoring body for key anchoring tension members Expired - Lifetime US3766609A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH461169A CH482080A (en) 1969-03-26 1969-03-26 Anchor body for tendons

Publications (1)

Publication Number Publication Date
US3766609A true US3766609A (en) 1973-10-23

Family

ID=4279323

Family Applications (1)

Application Number Title Priority Date Filing Date
US00862774A Expired - Lifetime US3766609A (en) 1969-03-26 1969-10-01 Anchoring body for key anchoring tension members

Country Status (15)

Country Link
US (1) US3766609A (en)
JP (1) JPS5421660B1 (en)
AT (1) AT314163B (en)
BE (1) BE747993A (en)
BR (1) BR7017793D0 (en)
CA (1) CA993633A (en)
CH (1) CH482080A (en)
DE (1) DE1958458C3 (en)
DK (1) DK135637B (en)
ES (1) ES377972A1 (en)
FR (1) FR2035896B1 (en)
GB (1) GB1294895A (en)
IL (1) IL34104A (en)
NL (1) NL164926C (en)
NO (1) NO127067B (en)

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4362421A (en) * 1980-03-17 1982-12-07 Kelly William F Anchor for use in the post-tensioning of prestressed concrete
US4773198A (en) * 1986-09-05 1988-09-27 Continental Concrete Structures, Inc. Post-tensioning anchorages for aggressive environments
US4799307A (en) * 1986-05-30 1989-01-24 Tech Research, Inc. Anchor apparatus for a tendon in prestressed concrete slab
US20060033003A1 (en) * 2004-08-12 2006-02-16 Lomont Molding, Inc. D.B.A. Paragon Products Pocket former
ES2275397A1 (en) * 2005-03-23 2007-06-01 Tecnicas Del Pretensado Y Servicios Auxiliares, S.L. Joint for cable anchorage for post or tightened structures has hollow truncated cone having top for limiting maximum advance of male truncated cone and approach of sectors of male truncated cone towards each other
US20070289239A1 (en) * 2006-06-20 2007-12-20 Davis Energy Group, Inc. Slab edge insulating form system and methods
WO2016014207A1 (en) * 2014-07-24 2016-01-28 Sorkin Felix L Cartridge for retaining a sheathing of a tendon within an anchor assembly
US9604416B2 (en) 2014-05-19 2017-03-28 Felix Sorkin Method of forming a post-tensioned concrete member utilizing a pocket former with keyway former
US9827721B2 (en) 2015-08-04 2017-11-28 Felix Sorkin Collapsible element pocket former
US9869091B2 (en) 2015-08-04 2018-01-16 Felix Sorkin Pocket cap for post-tensioned concrete member
US9896845B2 (en) 2015-08-04 2018-02-20 Felix Sorkin Spindle lock anchor for post tensioned concrete member
US9932738B2 (en) 2015-08-04 2018-04-03 Felix Sorkin Sheathing retention capsule
US20180313086A1 (en) * 2017-04-28 2018-11-01 Actuant Corporation Sealing cover for concrete anchor
US10145114B2 (en) 2015-08-04 2018-12-04 Felix Sorkin Sheathing lock end cap

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8002044U1 (en) * 1980-01-26 1980-04-30 Dyckerhoff & Widmann Ag, 8000 Muenchen Wedge anchorage for a tendon in a concrete component
DE3224702C2 (en) * 1982-07-02 1986-01-16 Dyckerhoff & Widmann AG, 8000 München Device for anchoring and coupling a bundle tendon for prestressed concrete
FR2544768B1 (en) * 1983-04-19 1985-08-16 Freyssinet Int Stup IMPROVEMENTS TO METHODS AND DEVICES FOR LUBRICATING THE TENSIONING STRUCTURE EXTREMITIES
CH662595A5 (en) * 1983-08-22 1987-10-15 Losinger Ag ANCHORING OF FREELY SWINGING STEEL ELEMENTS OF A DYNAMICALLY STRESSED COMPONENT.
DE3438865C1 (en) * 1984-10-24 1986-04-03 Dyckerhoff & Widmann AG, 8000 München Wedge anchorage for the tensioning side of a single tendon for a prestressed concrete component
US4674255A (en) * 1985-05-20 1987-06-23 Snap Seal Sealing plug for a cone-type rod opening in concrete walls and the like
US4616458A (en) * 1985-07-01 1986-10-14 Vsl Corporation Protective apparatus for tendons in tendon tensioning anchor assemblies
US4918887A (en) * 1987-10-14 1990-04-24 Vsl Corporation Protective tendon tensioning anchor assemblies
DE4015093A1 (en) * 1990-05-11 1991-11-14 Emil Bonato INTERMEDIATE ANCHOR FOR SPINNING CONCRETE FORMS FOR THE PRODUCTION OF TUBULAR TENSIONED CONCRETE BODIES
DE9415690U1 (en) * 1994-09-28 1994-11-24 Doellen Heinz Von Clamping device
JP6366237B2 (en) * 2013-08-09 2018-08-01 三菱電機株式会社 refrigerator
EP3375949B1 (en) * 2015-08-04 2021-04-14 Felix L. Sorkin System for for post-tensioned concrete member
CN105128154B (en) * 2015-09-17 2017-01-18 崔景宽 Thread-connection post-anchoring construction method and machining equipment

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1710416A (en) * 1927-04-16 1929-04-23 Robert A Goeller Connecter
US1817774A (en) * 1928-05-02 1931-08-04 Harry E Sipe Tubular coupling and method of constructing the same
US2406235A (en) * 1944-02-25 1946-08-20 Locke Insulator Corp Porcelain pipe
US2823248A (en) * 1953-09-29 1958-02-11 Amphenol Electronics Corp Self-sealing cable clamp
US3137971A (en) * 1959-07-15 1964-06-23 Cable Covers Ltd Stressed concrete structures
CA713750A (en) * 1965-07-20 Rhodes Brian Anchor grips, couplings or connectors for tensioning wires rods, strands and the like
US3326791A (en) * 1962-05-26 1967-06-20 Contre La Corrosion S E C C O Method and structure for connecting electrodes to feed cables
US3384704A (en) * 1965-07-26 1968-05-21 Amp Inc Connector for composite cables
US3449876A (en) * 1968-02-21 1969-06-17 George H Howlett Tendon anchorage

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB704094A (en) * 1951-05-15 1954-02-17 British Transp Commission Improvements relating to anchorages for prestressing elements used in concrete
US3399434A (en) * 1965-09-27 1968-09-03 William F. Kelly Anchors for stressed cables

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA713750A (en) * 1965-07-20 Rhodes Brian Anchor grips, couplings or connectors for tensioning wires rods, strands and the like
US1710416A (en) * 1927-04-16 1929-04-23 Robert A Goeller Connecter
US1817774A (en) * 1928-05-02 1931-08-04 Harry E Sipe Tubular coupling and method of constructing the same
US2406235A (en) * 1944-02-25 1946-08-20 Locke Insulator Corp Porcelain pipe
US2823248A (en) * 1953-09-29 1958-02-11 Amphenol Electronics Corp Self-sealing cable clamp
US3137971A (en) * 1959-07-15 1964-06-23 Cable Covers Ltd Stressed concrete structures
US3326791A (en) * 1962-05-26 1967-06-20 Contre La Corrosion S E C C O Method and structure for connecting electrodes to feed cables
US3384704A (en) * 1965-07-26 1968-05-21 Amp Inc Connector for composite cables
US3449876A (en) * 1968-02-21 1969-06-17 George H Howlett Tendon anchorage

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4362421A (en) * 1980-03-17 1982-12-07 Kelly William F Anchor for use in the post-tensioning of prestressed concrete
US4799307A (en) * 1986-05-30 1989-01-24 Tech Research, Inc. Anchor apparatus for a tendon in prestressed concrete slab
US4773198A (en) * 1986-09-05 1988-09-27 Continental Concrete Structures, Inc. Post-tensioning anchorages for aggressive environments
US20060033003A1 (en) * 2004-08-12 2006-02-16 Lomont Molding, Inc. D.B.A. Paragon Products Pocket former
US7216842B2 (en) * 2004-08-12 2007-05-15 Lomont Molding, Inc. Pocket former
ES2275397A1 (en) * 2005-03-23 2007-06-01 Tecnicas Del Pretensado Y Servicios Auxiliares, S.L. Joint for cable anchorage for post or tightened structures has hollow truncated cone having top for limiting maximum advance of male truncated cone and approach of sectors of male truncated cone towards each other
US20070289239A1 (en) * 2006-06-20 2007-12-20 Davis Energy Group, Inc. Slab edge insulating form system and methods
US7596915B2 (en) * 2006-06-20 2009-10-06 Davis Energy Group, Inc. Slab edge insulating form system and methods
US20170152660A1 (en) * 2014-05-19 2017-06-01 Felix Sorkin Modified Pocket Former
US9604416B2 (en) 2014-05-19 2017-03-28 Felix Sorkin Method of forming a post-tensioned concrete member utilizing a pocket former with keyway former
US10072429B2 (en) * 2014-05-19 2018-09-11 Felix Sorkin Modified pocket former
WO2016014207A1 (en) * 2014-07-24 2016-01-28 Sorkin Felix L Cartridge for retaining a sheathing of a tendon within an anchor assembly
US10071530B2 (en) * 2015-08-04 2018-09-11 Felix Sorkin Collapsible element pocket former
US9896845B2 (en) 2015-08-04 2018-02-20 Felix Sorkin Spindle lock anchor for post tensioned concrete member
US9932738B2 (en) 2015-08-04 2018-04-03 Felix Sorkin Sheathing retention capsule
US9869091B2 (en) 2015-08-04 2018-01-16 Felix Sorkin Pocket cap for post-tensioned concrete member
US9827721B2 (en) 2015-08-04 2017-11-28 Felix Sorkin Collapsible element pocket former
US10145114B2 (en) 2015-08-04 2018-12-04 Felix Sorkin Sheathing lock end cap
US20190024187A1 (en) * 2015-08-04 2019-01-24 Felix Sorkin Collapsible element pocket former
US10343354B2 (en) * 2015-08-04 2019-07-09 Felix Sorkin Collapsible element pocket former
US10500799B2 (en) * 2015-08-04 2019-12-10 Felix Sorkin Collapsible element pocket former
US20180313086A1 (en) * 2017-04-28 2018-11-01 Actuant Corporation Sealing cover for concrete anchor
US10508447B2 (en) * 2017-04-28 2019-12-17 Precision-Hayes International Inc. Sealing cover for concrete anchor

Also Published As

Publication number Publication date
DK135637B (en) 1977-05-31
IL34104A0 (en) 1970-05-21
DE1958458C3 (en) 1980-10-09
ES377972A1 (en) 1972-06-16
NO127067B (en) 1973-04-30
FR2035896B1 (en) 1974-03-01
NL7004097A (en) 1970-09-29
AT314163B (en) 1974-03-25
DK135637C (en) 1977-10-31
CH482080A (en) 1969-11-30
DE1958458B2 (en) 1979-05-17
GB1294895A (en) 1972-11-01
BR7017793D0 (en) 1973-02-01
FR2035896A1 (en) 1970-12-24
JPS5421660B1 (en) 1979-08-01
CA993633A (en) 1976-07-27
NL164926B (en) 1980-09-15
BE747993A (en) 1970-08-31
DE1958458A1 (en) 1970-10-01
IL34104A (en) 1973-10-25
NL164926C (en) 1981-02-16

Similar Documents

Publication Publication Date Title
US3766609A (en) Anchoring body for key anchoring tension members
US3956797A (en) Anchorage body for anchoring tendons with wedges
US5630301A (en) Anchorage assembly and method for post-tensioning in pre-stressed concrete structures
US5720139A (en) Method and apparatus for installing a multi-strand anchorage system
US4363462A (en) Recoverable formwork part for forming the anchoring location of a tendon in a concrete structural component
AU2011217385B2 (en) Anchor system of a concrete wall formwork
US4718209A (en) Wedge anchorage for a tension member in a prestressed concrete structure
EP0606820B1 (en) Anchoring device for at least one tension member in a sleeve and installation method for the anchoring device
US3967421A (en) Tie formed of stressed high-tensile steel tendons
US4640068A (en) Anchoring and coupling device for tendons in prestressed concrete
US6634147B2 (en) Process for the installation and tensioning of a brace having a false bearing, in particular a stay cable for a cable-stayed bridge and anchoring device with which to carry out the process
US4619088A (en) Stressed reinforcing tendon and structure including such a tendon
WO1997040242A1 (en) Method and apparatus for forming an anchorage of a post-tension system
US3137971A (en) Stressed concrete structures
US3605361A (en) Tendon anchorage
US4744691A (en) Anchoring means for tension members
US3685934A (en) Anchorage system for stressing concrete
US2609586A (en) Method and apparatus for stressing concrete
GB2094919A (en) Expansion anchor bolt
US3843288A (en) Tendon anchorage with threaded support element
US4223497A (en) Coupling assembly
KR101900239B1 (en) Unbonded Post-tensioning Anchorage Assembly with Enhanced Waterproof Capability
GB864170A (en) Improvements in and relating to anchoring means for wire cables
US3921353A (en) Tendon anchorage assembly and bore mounting apparatus therefor
US3422592A (en) Anchor device for steel reinforcing cables