US3719982A - Method of threading a tendon through a sheath - Google Patents

Method of threading a tendon through a sheath Download PDF

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Publication number
US3719982A
US3719982A US00011100A US3719982DA US3719982A US 3719982 A US3719982 A US 3719982A US 00011100 A US00011100 A US 00011100A US 3719982D A US3719982D A US 3719982DA US 3719982 A US3719982 A US 3719982A
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United States
Prior art keywords
cable
sheath
passageway
securing
distance
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Expired - Lifetime
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US00011100A
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I Tindal
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Bechtel Group Inc
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Bechtel International Corp
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Assigned to BECHTEL GROUP, INC., 50 BEALE ST., SAN FRANCISCO, CA 94105 A CORP. OF DE reassignment BECHTEL GROUP, INC., 50 BEALE ST., SAN FRANCISCO, CA 94105 A CORP. OF DE ASSIGNMENT OF ASSIGNORS INTEREST. Assignors: BECHTEL INVESTMENTS, INC., A CORP. OF NV
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • G—PHYSICS
    • G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
    • G21C—NUCLEAR REACTORS
    • G21C13/00—Pressure vessels; Containment vessels; Containment in general
    • G21C13/08—Vessels characterised by the material; Selection of materials for pressure vessels
    • G21C13/093—Concrete vessels
    • G21C13/0933—Concrete vessels made of prestressed concrete
    • G21C13/0936—Particulars concerning prestressing devices and cables
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66D—CAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
    • B66D3/00—Portable or mobile lifting or hauling appliances
    • B66D3/02—Manually-operated, e.g. lever-actuated, devices operating on ropes, cables, or chains for hauling in a mainly horizontal direction
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66D—CAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
    • B66D2700/00—Capstans, winches or hoists
    • B66D2700/02—Hoists or accessories for hoists
    • B66D2700/021—Hauling devices
    • 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00—Energy generation of nuclear origin
    • Y02E30/30—Nuclear fission reactors
    • 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
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y10T29/49863—Assembling or joining with prestressing of part
    • Y10T29/49874—Prestressing rod, filament or strand
    • 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
    • Y10T29/00—Metal working
    • Y10T29/53—Means to assemble or disassemble
    • Y10T29/53696—Means to string

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Plasma & Fusion (AREA)
  • General Engineering & Computer Science (AREA)
  • High Energy & Nuclear Physics (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A novel jacking system and method are provided for moving a cable through a sheath which includes opposite vertical portions connected by an intermediate arcuate portion. The cable is relatively heavy, being made up of the order of some 170 to 200 strands of high carbon steel wire, each approximately of the order of one-quarter inch in diameter. The total length of the cable is of the order of 500 feet while its weight is some 7 1/2 to 10 tons.

Description

United States atent Tindal ]Malci1 13, 1973 54 METHOD OF THREADING A TENDON 3,225,500 12/1965 Martter ..52 230 0 x THROUGH A SHEATH 3,298,666 1/1967 Prange ..254 105 3,510,012 51970 V M ter 11 ..254105 X [75] Inventor: Ian Tindal, San Francisco, Calif. an e e [73] Assignee: Bechtel International Corporation, FOREIGN PATENTS OR APPLICATIONS San Francisco, Calif. 230,608 9/1960 Australia 352/230 [22] F1 d F b 13 1970 613,033 l/l961 Canada ..52/230 1e e 211 App]. No 1 1 0 Primary Examiner-Charlie T. Moon Att0rneyEckhoff and Hoppe [52] US. Cl. ..29/452, 29/241, 52/224, 57 ABSTRACT 52 227, 52 230, 254 29 A, 254 105 [51] Int CL I 321d 3/9/00 A novel ackmg system and method are provlded for [58] Field of Search ..29 452, 433, 241; 52/230 x, Y a f f; f f 52/224 x, 227 x; 254/29 A 105 pos1 e ver lca por1ons connec e y an 1n erme 1a e arcuate portlon. The cable 15 relat1vely heavy, bemg 1 made up of the order of some 170 to 200 strands of [56] References (med high carbon steel wire, each approximately of the UNITED STATES PATENTS order of onequarter inch in diameter. The total length of the cable 1s of the order of 500 feet while 1ts we1ght 1,275,461 Newton A is some to tons 2,728,978 1/1956 Birkenmaier et a1. ..29/452 3,079,673 3/1963 Loehlein et a1. ..29/433 UX 3 Claims, 7 Drawing Figures PATENTEDMXR] 3197s 7 9,9 2
SHEET 10F 3 INVENTOR lAN T/NZML F 2 Mi/s w PATENTEDHAR 1 3197s SHEET 2 OF 3 BY T f/W M v /4/Q ATTOKNEVS PATENTEUMAMIQB 3,719.98
SHEET 30F 3 INVENTOR.
BY IAN" I/NDAL ATTORNE Y5 METHOD OF THREADING A TENDON THROUGH A SHEATH BACKGROUND OF THE INVENTION The containment of a nuclear reactor in a suitable housing structure provides a problem for the building must be quite large. In addition, it is desirable that the building be quite rugged in construction so that, in the event of any untoward incident, adequate containment would be provided. In the past, such buildings have been constructed by providing a base in which reinforcing wires were placed horizontally about the base while the top of the building included an enlarged section through which the reinforcing wires were run angularly.
It has been proposed that such a building could be made in the form of a semicircular dome structure in which the radius of curvature would be of the order of 60 feet or more and the overall height of the dome structure would be some 200 feet. Until the present invention was achieved, it was not possible to provide the suitable cable reinforcing that was necessary. The only known practice prior to the present invention was to pull the cables into place. With cables of the size necessary for reinforcement, the friction load upon pulling such a cable through the sheaths would be of such great magnitude that such a structure was considered impossible of attainment.
In accordance with the present invention, I provide a method and apparatus for pushing rather than pulling each cable through the sheath. In this manner, it is possible to move the cable through the sheath without any great frictional load either upon the supporting structure or the sheath through which the cable is moved. When the cable has completed its journey through the sheath, the advancing end is drawn out past the end of the sheath and a suitable securing means is fastened to the end of the cable. The cable is then forced back into the sheath and its other end is engaged and a suitable tension is placed upon the cable. The tensioning operation, however, forms no part of the present invention.
SUMMARY OF THE INVENTION It is in general a broad object of the present invention to provide a novel jacking method and system for moving a heavy cable through a suitable sheath and, once the cable is positioned, for placing the cable under stress within the sheath.
The invention includes other objects and features of advantage, some of which, together with the foregoing, will appear hereinafter wherein the present preferred form of the method and the mechanism is disclosed.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a side elevation of a dome showing a cable in position in a sheath.
FIG. 2 is a view taken along the line 22 in FIG. 1 showing the jacking mechanism in side elevation.
FIG. 3 is a sectional view taken through the jacking apparatus.
FIG. 4 is a side elevation of the jacking apparatus showing it in position for moving the cable, the cable being shown in dotted lines.
FIG. 5 is a section taken at 90 through the jacking mechanism shown in FIG. 4.
FIG. 6 is a perspective view showing the clamping jaws utilized for engaging and holding the cable.
FIG. 7 is a fragmentary view of an encapsulated cable end.
DESCRIPTION OF THE PREFERRED EMBODIMENT Referring to the drawings and particularly to FIG. I, there is shown a semi-spherical dome 6 having a lower annular portion 7 supporting the dome proper upon a suitable base 8. As has been set forth previously, the radius of curvature of the dome, as indicated by line 9 in FIG. I, is of the order of 60 feet. The dome proper is formed of concrete and suitable steel reinforcing, generally indicated at 1 l, is provided about the dome.
Also positioned in the dome and in the annular portion is a plurality of tubular sheaths 12 each extending from the base about the dome from one side of the base to the other. Positioned in each of the sheaths is a cable 14. As mentioned previously, when positioned, end 16 of the cable 14 is secured by a suitable plug member 17 at the end of the sheath.
In FIG. 1 the other end 18 of the cable 14 is shown as attached to the jacking mechanism, generally indicated at 19. The jacking mechanism includes a suitable frame support 21 supported upon a base 22. On the upper portion of the frame 21 is mounted a base plate 23, the latter being connected by mounting bolts 24 to a top support 26. Intermediate the base 23 and the top support 26 a platform 27 is mounted, the latter being movable by bearings 28 along the support bolts 24. An
, aperture 25 is provided in each of the base, platform and top support for passage of the cable. The platform is movable toward and away from the top support by means of hydraulic raising and lowering jacks, generally indicated at 29. The jacks are provided upon opposite sides of the base and the platform 27 as appears in FIG. 3.
Mounted upon the platform 27 and the base 23 are clamps, generally indicated at 31 and shown in perspective view in FIG. 6. The clamps are alike and a description of one will suffice for a description of the other. Each clamp is made up of two jaws 32 and 33. law 32 includes a pair of side members 34 having grooves 36 therein fitting on flanges 37 on rails 38 which are secured respectively to the platform 27 and to the base 23. Each of the clamp jaws 32 and 33 includes semi-cylindrical inserts 41 and 42, these being preferably made of a relatively soft metal such as aluminu'm for gripping the cable. Clamp jaw 32 has grooves 43 therein to receive the opposite projecting arms 44 on clamp jaw 33.
To open and close the jaws, a cylinder and piston structure, generally indicated at 46, is provided. Each cylinder and piston is mounted across the end of members 34 by pins 47 which extends through opposite plates 48. A base 49 on the cylinder of the cylinderpiston structure extends between the plates and supports. Piston 60 in the piston cylinder structure 46 engages the clamp member 33.
To position a cable in the sheath, the cable is fed from the supply roll 50 over guide rollers 55 and is threaded through the clamps. A spud, generally indicated at 51, is mounted on the end of the cable to facilitate its passage through the sheath. The spud 51 includes a casing 52 fitting snugly over the end of the cable. Several strands of the cable pass through the base 53 of the casing and are buttonheaded to hold the casing in place. A nose-piece 54 having a tube 56 secured centrally thereof is then secured to the base 53, threads 57 on the tube engaging a threaded recess in the base. The interior of the tube is also threaded for reasons which will appear.
With the spud on the end of the cable positioned initially in the enlarged end of the sheath, platform 27 is lowered and the clamp on the platform is engaged with the cable. The platform is then raised through its max imum travel. The clamp on base 23 is then engaged with the cable, the clamp on the platform is released whereupon the platform is returned to its lower position. As the cable is advanced, -a suitable lubricant is applied to protect the cable against corrosion and to facilitate its passage through the sheath. The jacking operation is repeated until the advancing end has reached the opposite end of the sheath whereupon a threaded rod is engaged with the internal thread in tube 56. The end of the cable is then drawn out of the sheath for several feet and the retaining attachment 17 is then placed on the end of the cable and the cable is then returned into the sheath. The cable is then tensioned and a retainer is placed on the other end of the cable to retain the cable in tension in the sheath.
From the foregoing, I believe it will be apparent that I have provided a novel method and apparatus for threading a cable in a sheath and of placing the cable under suitable tension once it is in position. All this'is achieved by pushing the cable through the sheath rather than by pulling the .cable by means of a previously positioned rod or cable.
I claim:
1. The method of placing a cable in a sheath and then placing the cable under tension in the sheath, comprising; inserting one end of the cable into one end of the sheath, pushing the cable into the sheath, a first predetermined incremental distance, holding said cable at said first predetermined distance against return movement in said sheath, pushing the cable into said sheath a second predetermined incremental distance beyond said first distance and holding said cable-at said second predetermined distance, continuing to alternately push and then hold said cable in said sheath in predetermined incremental steps until said one end of the cable pushed through said sheath projects beyond the other end of the sheath, securing said one end of the cable to said other end of said sheath, applying a retractive force to the other end of the cable to tension the cable in the sheath, and securing said other end of the tensioned cable to said one end of the sheath.
2. The method of placing a cable in a curved passageway comprising, providing a structure having an elongate curved passageway therein for receiving a reinforcing cable wherein considerable force is required to place said cable in said curved passageway, providing a mechanism for gripping and pushing the cable into the curved passageway, inserting one end of the cable in the curved passageway, gripping said cable and forcing the same into the curved passageway to substantially fill the passageway, securing one end of the cable to the passageway, applying a retractive force to the cable to tension the cable in the passageway, securing the other end of the cable to the passageway,
and releasing the rip ing means from the cable.
3. The metho pacing a cable in a curved passageway as in claim 2, wherein thecable is advanced by successive increments through the passageway until thecable extends completely through the passageway with said one end of the cable advanced through the passageway and projecting therebeyond, and wherein the retractive force is applied to the other end of the cable.

Claims (3)

1. The method of placing a cable in a sheath and then placing the cable under tension in the sheath, comprising; inserting one end of the cable into one end of the sheath, pushing the cable into the sheath a first predetermined incremental distance, holding said cable at said first predetermined distance against return movement in said sheath, pushing the cable into said sheath a second predetermined incremental distance beyond said first distance and holding said cable at said second predetermined distance, continuing to alternately push and then hold said cable in said sheath in predetermined incremental steps until said one end of the cable pushed through said sheath projects beyond the other end of the sheath, securing said one end of the cable to said other end of said sheath, applying a retractive force to the other end of the cable to tension the cable in the sheath, and securing said other end of the tensioned cable to said one end of the sheath.
1. The method of placing a cable in a sheath and then placing the cable under tension in the sheath, comprising; inserting one end of the cable into one end of the sheath, pushing the cable into the sheath a first predetermined incremental distance, holding said cable at said first predetermined distance against return movement in said sheath, pushing the cable into said sheath a second predetermined incremental distance beyond said first distance and holding said cable at said second predetermined distance, continuing to alternately push and then hold said cable in said sheath in predetermined incremental steps until said one end of the cable pushed through said sheath projects beyond the other end of the sheath, securing said one end of the cable to said other end of said sheath, applying a retractive force to the other end of the cable to tension the cable in the sheath, and securing said other end of the tensioned cable to said one end of the sheath.
2. The method of placing a cable in a curved passageway comprising, providing a structure having an elongate curved passageway therein for receiving a reinforcing cable wherein considerable force is required to place said cable in said curved passageway, providing a mechanism for gripping and pushing the cable into the curved passageway, inserting one end of the cable in the curved passageway, gripping said cable and forcing the same into the curved passageway to substantially fill the passageway, securing one end of the cable to the passageway, applying a retractive force to the cable to tension the cable in the passageway, securing the other end of the cable to the passageway, and releasing the gripping means from the cable.
US00011100A 1970-02-13 1970-02-13 Method of threading a tendon through a sheath Expired - Lifetime US3719982A (en)

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3942238A (en) * 1974-04-22 1976-03-09 Jean Pierre Dore Method for reinforcing structures
US3975815A (en) * 1974-12-30 1976-08-24 Nippon Concrete Industries Co. Ltd. Method of inserting tension wires in the process of wire assembling
US4069642A (en) * 1975-08-19 1978-01-24 Bouwmaatschappij Nederhorst B. V. Storage tank having a protective wall construction
US4529148A (en) * 1984-02-13 1985-07-16 Thomas Industries, Inc. Roll of wound conduit tubing with prethreaded pull line
US4698994A (en) * 1982-08-03 1987-10-13 Oy Tampella A.B. Mechanism for preliminary anchoring of a wire rope bolt
DE3708358A1 (en) * 1987-03-14 1988-09-29 Dyckerhoff & Widmann Ag METHOD FOR INSERTING STEEL TENSIONS IN TENSION CHANNELS IN A CONCRETE COMPONENT
US20030098524A1 (en) * 2001-11-27 2003-05-29 Jordan A. Kenneth Strand feeder device
US6842960B2 (en) * 2001-11-27 2005-01-18 Hamilton Form Co., Inc. Method of feeding strand into a mold
WO2011134510A1 (en) * 2010-04-28 2011-11-03 Vsl International Ag Method and reel device for threading tendons into ducts
US10494816B2 (en) 2016-10-13 2019-12-03 Felix Sorkin Sheathing puller

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1275461A (en) * 1912-11-04 1918-08-13 Universal Form Clamp Company Collar-adjusting clamp.
US2728978A (en) * 1950-03-10 1956-01-03 Birkenmaier Max Method for pretensioning and anchoring reinforcements of concrete
CA613033A (en) * 1961-01-24 H. Brandt Fred Reinforcing and tensioning members for concrete structures
US3079673A (en) * 1958-06-04 1963-03-05 Reynolds Metals Co Method of inserting a close-fitting flexible heater element into an armored passage
US3225500A (en) * 1962-07-17 1965-12-28 Richard P Martter Prestressed tendon anchor means
US3298666A (en) * 1965-09-24 1967-01-17 Flexible Sewertool Corp Reciprocable clutch means for feeding sewer tool drive rod
US3510012A (en) * 1968-08-15 1970-05-05 Lummus Co Tube bundle handling apparatus

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA613033A (en) * 1961-01-24 H. Brandt Fred Reinforcing and tensioning members for concrete structures
US1275461A (en) * 1912-11-04 1918-08-13 Universal Form Clamp Company Collar-adjusting clamp.
US2728978A (en) * 1950-03-10 1956-01-03 Birkenmaier Max Method for pretensioning and anchoring reinforcements of concrete
US3079673A (en) * 1958-06-04 1963-03-05 Reynolds Metals Co Method of inserting a close-fitting flexible heater element into an armored passage
US3225500A (en) * 1962-07-17 1965-12-28 Richard P Martter Prestressed tendon anchor means
US3298666A (en) * 1965-09-24 1967-01-17 Flexible Sewertool Corp Reciprocable clutch means for feeding sewer tool drive rod
US3510012A (en) * 1968-08-15 1970-05-05 Lummus Co Tube bundle handling apparatus

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3942238A (en) * 1974-04-22 1976-03-09 Jean Pierre Dore Method for reinforcing structures
US3975815A (en) * 1974-12-30 1976-08-24 Nippon Concrete Industries Co. Ltd. Method of inserting tension wires in the process of wire assembling
US4069642A (en) * 1975-08-19 1978-01-24 Bouwmaatschappij Nederhorst B. V. Storage tank having a protective wall construction
US4698994A (en) * 1982-08-03 1987-10-13 Oy Tampella A.B. Mechanism for preliminary anchoring of a wire rope bolt
US4529148A (en) * 1984-02-13 1985-07-16 Thomas Industries, Inc. Roll of wound conduit tubing with prethreaded pull line
DE3708358A1 (en) * 1987-03-14 1988-09-29 Dyckerhoff & Widmann Ag METHOD FOR INSERTING STEEL TENSIONS IN TENSION CHANNELS IN A CONCRETE COMPONENT
US6871839B2 (en) * 2001-11-27 2005-03-29 Hamilton Form Co., Inc. Strand feeder device
US6842960B2 (en) * 2001-11-27 2005-01-18 Hamilton Form Co., Inc. Method of feeding strand into a mold
US20030098524A1 (en) * 2001-11-27 2003-05-29 Jordan A. Kenneth Strand feeder device
WO2011134510A1 (en) * 2010-04-28 2011-11-03 Vsl International Ag Method and reel device for threading tendons into ducts
CN103003506A (en) * 2010-04-28 2013-03-27 Vsl国际股份公司 Method and reel device for threading tendons into ducts
US20130180095A1 (en) * 2010-04-28 2013-07-18 Vsl International Ag Method and reel device for threading tendons into ducts
US9067757B2 (en) * 2010-04-28 2015-06-30 Vsl International Ag Method and reel device for threading tendons into ducts
CN103003506B (en) * 2010-04-28 2016-02-17 Vsl国际股份公司 For tendon being penetrated into method in conduit and reel equipment
AU2010352359B2 (en) * 2010-04-28 2016-07-28 Vsl International Ag Method and reel device for threading tendons into ducts
US10494816B2 (en) 2016-10-13 2019-12-03 Felix Sorkin Sheathing puller
US10619351B2 (en) 2016-10-13 2020-04-14 Felix Sorkin Sheathing puller

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Owner name: BECHTEL GROUP, INC., 50 BEALE ST., SAN FRANCISCO,

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:BECHTEL INVESTMENTS, INC., A CORP. OF NV;REEL/FRAME:004951/0883

Effective date: 19880915

Owner name: BECHTEL GROUP, INC., 50 BEALE ST., SAN FRANCISCO,

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:BECHTEL INVESTMENTS, INC., A CORP. OF NV;REEL/FRAME:004951/0883

Effective date: 19880915