GB1151708A - Apparatus for Tensioning and Anchoring Stressing Members Forming Together a Stressing Cable - Google Patents

Apparatus for Tensioning and Anchoring Stressing Members Forming Together a Stressing Cable

Info

Publication number
GB1151708A
GB1151708A GB3734466A GB3734466A GB1151708A GB 1151708 A GB1151708 A GB 1151708A GB 3734466 A GB3734466 A GB 3734466A GB 3734466 A GB3734466 A GB 3734466A GB 1151708 A GB1151708 A GB 1151708A
Authority
GB
United Kingdom
Prior art keywords
plate
strands
release
jack
clamps
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
Application number
GB3734466A
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.)
Losinger and Co AG
Losinger Holding AG
Original Assignee
Losinger AG
Losinger and Co AG
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
Priority claimed from CH1284865A external-priority patent/CH444441A/en
Application filed by Losinger AG, Losinger and Co AG filed Critical Losinger AG
Publication of GB1151708A publication Critical patent/GB1151708A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • E04C5/122Anchoring devices the tensile members are anchored by wedge-action
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • E04G21/121Construction of stressing jacks

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

1,151,708. Wire strainers. LOSINGER & CO. A.G. 19 Aug., 1966 [16 Sept., 1965; 25 May, 1966], No. 37344/66. Heading F2G. A tensioning and anchoring device for concrete reinforcement strands 2 comprises an anchor head 5 having a plurality of parallel part-cylindrical, part-conical bore holes 13 each receiving a strand and a conical wedge clamp 6, which is movable for a limited extent in the direction of release and is self-clamping in the opposite direction. The strands 2 forming a cable, which is to be tensioned and anchored in a channel 1a of a concrete structure 1 prior to tne injection of cement, pass through an embedded plate 3, anchor block and clamps 5, 6, a jack support plate 10, and a jack 7, 8 to a pullhead 9 similar to the anchor block. The support plate, which provides limitation of the wedges moment in the release direction, has a plurality of stepped bores 11 housing coil or cup springs 12 acting between the plate and the clamps 6. The strands are tensioned in a plurality of stages, the clamps disengaging from the bore holes to release the strands during tensioning by the jack but being maintained in frictional engagement with the strands by the springs and re-engaging the bore holes to clamp the strands on release of the jack. The distance the wedges move back on release of the tension on the wires to re-engage the bore holes which distance is called " the retraction slip ", is compensated for in the final stage of tensioning by insertion of a horseshoe shaped plate 14 at least as thick as " the retraction slip " between plates 10 and 3. This enables a comb-shaped plate 4, Fig. 2 (not shown), having a thickness corresponding to " the retraction slip " to be inserted between the plate 3 and anchor head 5 on final extension of the jack. On subsequent release, the head 9, the jack, plate 10 and the plate 14 may be removed. After injection and hardening of the cement, the strands can be burnt through at about plate 4 and the head and clamps re-used. In a modified embodiment, Figs. 4-7 (not shown), each clamp which was previously formed in three segments, is formed by two segments and the springs 12 are omitted. In this arrangement, shoulders 17 formed by the stepped bores in the hold-plate limits the movement of the clamps in the release direction and are said to ensure uniform " retraction slip " of the strands.
GB3734466A 1965-09-16 1966-08-19 Apparatus for Tensioning and Anchoring Stressing Members Forming Together a Stressing Cable Expired GB1151708A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1284865A CH444441A (en) 1965-09-16 1965-09-16 Device for tensioning and anchoring several tendons that together form a tensioning cable
CH754166A CH456906A (en) 1965-09-16 1966-05-25 Device for tensioning and anchoring several tendons that together form a tensioning cable

Publications (1)

Publication Number Publication Date
GB1151708A true GB1151708A (en) 1969-05-14

Family

ID=25701538

Family Applications (1)

Application Number Title Priority Date Filing Date
GB3734466A Expired GB1151708A (en) 1965-09-16 1966-08-19 Apparatus for Tensioning and Anchoring Stressing Members Forming Together a Stressing Cable

Country Status (9)

Country Link
JP (1) JPS4810326B1 (en)
AT (1) AT275115B (en)
BE (1) BE685987A (en)
CH (1) CH456906A (en)
DE (1) DE1609718B1 (en)
ES (1) ES330477A1 (en)
GB (1) GB1151708A (en)
NL (1) NL145014B (en)
NO (1) NO122396B (en)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50106230U (en) * 1974-02-07 1975-09-01
US4106752A (en) * 1976-05-04 1978-08-15 Buildinter Ag Jack for stressing concrete re-inforcement elements
GB2136073A (en) * 1983-03-01 1984-09-12 Stronghold International Aktie Hydraulic Jack for Stressing Elongate Elements
DE3427901A1 (en) * 1984-07-28 1986-02-06 Dyckerhoff & Widmann AG, 8000 München Method for manufacturing a multipart ring wedge of a wedge anchoring for a prestressing element in a concrete structural part
US4573662A (en) * 1984-04-03 1986-03-04 Stronghold International Ag Hydraulic jack for stressing elongate elements
GB2261482A (en) * 1991-11-12 1993-05-19 Pilgrim Eng Dev Rod tensioning
CN102159768A (en) * 2008-06-12 2011-08-17 犹他大学研究基金会 Anchoring, splicing and tensioning elongated reinforcement members
CN108049228A (en) * 2018-01-24 2018-05-18 柳州市桥厦缆索制品有限公司 A kind of steel strand integral bundle squeezes anchoring cartridge
CN109736213A (en) * 2018-12-29 2019-05-10 柳州欧维姆机械股份有限公司 For the quick-replaceable tooling of intermediate plate group's anchor formula guy of twisted steel cable and its Demolition Construction method
CN110748090A (en) * 2019-11-05 2020-02-04 襄阳中铁宏吉工程技术有限公司 Automatic tool anchor clamping piece convenient for accurately measuring internal shrinkage
CN111173293A (en) * 2019-12-31 2020-05-19 中建交通建设集团有限公司 Manual reset type prestressed tendon low-retraction tensioning anchoring device and construction method
CN111794520A (en) * 2020-06-17 2020-10-20 安徽金星预应力工程技术有限公司 Steel strand prestress tensioning device and method
CN112458899A (en) * 2020-04-03 2021-03-09 吕世宽 Bridge prestress tensioning device
CN113047528A (en) * 2019-12-29 2021-06-29 吴安阳 Prestressed tension flat-shaped anchorage assembly
CN114214937A (en) * 2021-11-23 2022-03-22 上海浦江缆索股份有限公司 Method for improving anchoring uniformity of carbon fiber inhaul cable
CN114717941A (en) * 2022-02-21 2022-07-08 中交路桥建设有限公司 Tensioning method for vertical prestressed steel strand of concrete continuous beam

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113389149B (en) * 2021-07-08 2022-05-27 北京工业大学 Anti-loosening integral dismounting device for clamping piece of temporary prestressed steel strand stay cable
CN114658000B (en) * 2022-03-10 2024-04-12 中建八局轨道交通建设有限公司 Auxiliary device for stretching anchor cable and construction method thereof

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT183214B (en) * 1954-07-20 1955-09-26 Bruno Dipl Ing Freibauer Method for tensioning the wires of wire bundles serving as reinforcement with a subsequent bond for prestressed concrete and device for its implementation
BE608227A (en) * 1961-11-30 1962-01-02 Stressed Concrete Design Ltd Improvements in prestressing of buildings or structures
FR1403335A (en) * 1964-07-22 1965-06-18 Cable Covers Ltd Clamping device for subjecting cables to tension

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50106230U (en) * 1974-02-07 1975-09-01
JPS5410736Y2 (en) * 1974-02-07 1979-05-17
US4106752A (en) * 1976-05-04 1978-08-15 Buildinter Ag Jack for stressing concrete re-inforcement elements
GB2136073A (en) * 1983-03-01 1984-09-12 Stronghold International Aktie Hydraulic Jack for Stressing Elongate Elements
US4573662A (en) * 1984-04-03 1986-03-04 Stronghold International Ag Hydraulic jack for stressing elongate elements
DE3427901A1 (en) * 1984-07-28 1986-02-06 Dyckerhoff & Widmann AG, 8000 München Method for manufacturing a multipart ring wedge of a wedge anchoring for a prestressing element in a concrete structural part
GB2261482A (en) * 1991-11-12 1993-05-19 Pilgrim Eng Dev Rod tensioning
GB2261482B (en) * 1991-11-12 1995-02-15 Pilgrim Eng Dev Rod tensioning
CN102159768A (en) * 2008-06-12 2011-08-17 犹他大学研究基金会 Anchoring, splicing and tensioning elongated reinforcement members
CN108049228A (en) * 2018-01-24 2018-05-18 柳州市桥厦缆索制品有限公司 A kind of steel strand integral bundle squeezes anchoring cartridge
CN109736213A (en) * 2018-12-29 2019-05-10 柳州欧维姆机械股份有限公司 For the quick-replaceable tooling of intermediate plate group's anchor formula guy of twisted steel cable and its Demolition Construction method
CN109736213B (en) * 2018-12-29 2024-04-05 柳州欧维姆机械股份有限公司 Tool for quickly replacing clamping piece group anchor type steel strand inhaul cable and dismantling construction method thereof
CN110748090A (en) * 2019-11-05 2020-02-04 襄阳中铁宏吉工程技术有限公司 Automatic tool anchor clamping piece convenient for accurately measuring internal shrinkage
CN113047528A (en) * 2019-12-29 2021-06-29 吴安阳 Prestressed tension flat-shaped anchorage assembly
CN111173293A (en) * 2019-12-31 2020-05-19 中建交通建设集团有限公司 Manual reset type prestressed tendon low-retraction tensioning anchoring device and construction method
CN112458899A (en) * 2020-04-03 2021-03-09 吕世宽 Bridge prestress tensioning device
CN111794520A (en) * 2020-06-17 2020-10-20 安徽金星预应力工程技术有限公司 Steel strand prestress tensioning device and method
CN114214937A (en) * 2021-11-23 2022-03-22 上海浦江缆索股份有限公司 Method for improving anchoring uniformity of carbon fiber inhaul cable
CN114214937B (en) * 2021-11-23 2023-09-08 上海浦江缆索股份有限公司 Method for improving anchoring uniformity of carbon fiber inhaul cable
CN114717941A (en) * 2022-02-21 2022-07-08 中交路桥建设有限公司 Tensioning method for vertical prestressed steel strand of concrete continuous beam
CN114717941B (en) * 2022-02-21 2023-09-05 中交路桥建设有限公司 Tensioning method for vertical prestressed steel strands of concrete continuous beam

Also Published As

Publication number Publication date
CH456906A (en) 1968-05-31
NL145014B (en) 1975-02-17
BE685987A (en) 1967-02-01
DE1609718B1 (en) 1971-08-12
NO122396B (en) 1971-06-21
JPS4810326B1 (en) 1973-04-02
ES330477A1 (en) 1967-06-16
AT275115B (en) 1969-10-10
NL6612566A (en) 1967-03-17

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Legal Events

Date Code Title Description
PS Patent sealed
PE Patent expired