ES2102632T3 - Cuerpo transmisor de fuerza para un anclaje. - Google Patents
Cuerpo transmisor de fuerza para un anclaje.Info
- Publication number
- ES2102632T3 ES2102632T3 ES93810106T ES93810106T ES2102632T3 ES 2102632 T3 ES2102632 T3 ES 2102632T3 ES 93810106 T ES93810106 T ES 93810106T ES 93810106 T ES93810106 T ES 93810106T ES 2102632 T3 ES2102632 T3 ES 2102632T3
- Authority
- ES
- Spain
- Prior art keywords
- work
- anchor
- obtused
- striction
- 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
Links
- 230000005540 biological transmission Effects 0.000 abstract 2
- 238000005266 casting Methods 0.000 abstract 1
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 abstract 1
- 239000012530 fluid Substances 0.000 abstract 1
- 239000004570 mortar (masonry) Substances 0.000 abstract 1
- 210000000056 organ Anatomy 0.000 abstract 1
- 229920002994 synthetic fiber Polymers 0.000 abstract 1
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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Piles And Underground Anchors (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
EL ELEMENTO DE TRANSMISION DE FUERZAS (1) COMPRENDE UN PRIMER CUERPO (5) BASICAMENTE EN FORMA ANULAR, PREFERENTEMENTE DE ACERO DE FUNDICION, Y UN SEGUNDO CUERPO (6) PREFERENTEMENTE DE MORTERO FLUIDO Y ENDURECIBLE. EL SEGUNDO CUERPO ES SOLDADO AL PRIMER CUERPO. UNA ABERTURA INTERIOR CONICA (19) ESTA REVESTIDA CON UNA PIEZA DE MATERIAL SINTETICO (18) EN FORMA DE EMBUDO, LA CUAL SOLAPA AL MENOS UNA ZONA PARCIAL DEL PRIMER CUERPO. EL PRIMER CUERPO PRESENTA UNA SUPERFICIE DE APOYO (2) ORIENTADA HACIA LA OBRA (9), QUE ESTA DESTINADA PARA EL APOYO CINEMATICO DE UN ORGANO INDIVIDUAL (3), UTILIZADO PARA LA RECEPCION DE UN CASQUILLO DE ANCLAJE (4). LAS TENSIONES DE FUERZA QUE APARECEN EN EL ANCLAJE DE FORMA CONCENTRADA SON CONDUCIDAS POR EL CASQUILLO DE ANCLAJE, A TRAVES DEL PRIMER CUERPO, HASTA EL SEGUNDO CUERPO Y DESDE ALLI A LA OBRA. EL SEGUNDO CUERPO SE HA CONCEBIDO BASICAMENTE EN FORMA DE CONO OBTUSO, EN EL QUE EL CONO OBTUSO, SE ALEJA DEL PRIMER CUERPO EN PUNTA. EN LA ZONA DE LA SUPERFICIE DE LA ENVOLTURA EXTERIOR DEL SEGUNDO CUERPO EXISTE UNA ESTRICCION (7B, 7C). CONSECUENTEMENTE SE CONSIGUE, POR UNA PARTE, QUE LA SUPERFICIE ANULAR CIRCULAR (7B) FORMADA POR LA ESTRICCION EXISTA ADICIONALMENTE CON LA PEQUEÑA SUPERFICIE FRONTAL (7D) ORIENTADA HACIA EL PRIMER CUERPO, PARA LA CONDUCCION DE LAS TENSIONES DE FUERZA EN LA OBRA. LA COMPRESION DE CARGA ESPECIFICA SOBRE EL HORMIGON DE LA OBRA SE REDUCE CONSECUENTEMENTE. GRACIAS A ESTA CONSTRUCCION Y EJECUCION, PUEDE SER FABRICADO DE FORMA MAS FACIL EL ELEMENTO DE TRANSMISION DE FUERZAS, EN RELACION A PLACAS DE ANCLAJE, ELEMENTOS DE ANCLAJE DE FUNDICION O CONOCIDOS ELEMENTOS DE ANCLAJE.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP92810216 | 1992-03-24 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| ES2102632T3 true ES2102632T3 (es) | 1997-08-01 |
Family
ID=8211890
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES93810106T Expired - Lifetime ES2102632T3 (es) | 1992-03-24 | 1993-02-19 | Cuerpo transmisor de fuerza para un anclaje. |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US5345742A (es) |
| JP (1) | JP3224896B2 (es) |
| CN (1) | CN1058065C (es) |
| AU (1) | AU657208B2 (es) |
| DE (1) | DE59306005D1 (es) |
| ES (1) | ES2102632T3 (es) |
| NO (1) | NO930985L (es) |
Families Citing this family (32)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0568667B1 (de) * | 1991-11-26 | 1996-09-11 | VSL International AG | Spannverankerung für spannglieder in einem bauwerksteil |
| DE59305764D1 (de) * | 1993-01-11 | 1997-04-17 | Vsl Int Ag | Spannverankerung für mindestens ein innerhalb eines Hüllrohres verlaufendes Zugelement und Verfahren zum Herstellen der Spannverankerung |
| US5596854A (en) * | 1994-01-19 | 1997-01-28 | Vsl International Ag | Post-tensioning anchor head assembly |
| US5720139A (en) * | 1996-02-26 | 1998-02-24 | Sorkin; Felix L. | Method and apparatus for installing a multi-strand anchorage system |
| US5939003A (en) * | 1997-01-31 | 1999-08-17 | Vsl International | Post-tensioning apparatus and method |
| US6012867A (en) * | 1997-08-18 | 2000-01-11 | Sorkin; Felix L. | Multi-strand anchorage system with an anchor body for receiving a grout tube |
| US6234709B1 (en) | 1998-01-15 | 2001-05-22 | Felix L. Sorkin | Wedge-receiving cavity with radiused edge for an anchor body of a post-tension anchor system |
| US6027278A (en) * | 1998-01-15 | 2000-02-22 | Sorkin; Felix L. | Wedge-receiving cavity for an anchor body of a post-tension anchor system |
| US6017165A (en) * | 1998-01-15 | 2000-01-25 | Sorkin; Felix L. | Wedge-receiving cavity for an anchor body of a post-tension anchor system |
| FR2794484B1 (fr) * | 1999-06-03 | 2001-08-03 | Freyssinet Int Stup | Dispositif d'ancrage d'un cable de structure |
| US6764105B1 (en) * | 2002-05-07 | 2004-07-20 | Felix L. Sorkin | Duct coupler apparatus for use with precast concrete segmental construction |
| US7566101B2 (en) | 2002-07-15 | 2009-07-28 | Hennessy Industries, Inc. | Vehicle wheel balance weights |
| ES2303737B1 (es) * | 2003-06-02 | 2009-05-01 | Universidade Da Coruña | Procedimiento de diseño y fabricacion de elementos pretensados de armadura pretesa hibridos. |
| US7597505B2 (en) * | 2006-03-28 | 2009-10-06 | Price Herbert S | Roof bolt plate |
| JP5014236B2 (ja) * | 2008-04-22 | 2012-08-29 | 三井住友建設株式会社 | 外ケーブル定着構造 |
| US20110101679A1 (en) * | 2009-10-13 | 2011-05-05 | Crigler John R | Methods, systems and apparatuses for segmental duct couplers |
| CA2785362C (en) * | 2009-12-23 | 2018-04-17 | Geotech Pty Ltd | An anchorage system |
| CA2698434C (en) * | 2010-04-01 | 2017-08-08 | William James Ekins | Duct grip anchor system |
| WO2012058808A1 (zh) * | 2010-11-03 | 2012-05-10 | 杭州神列锻压件有限公司 | 预应力锚垫板 |
| WO2012119236A1 (en) | 2011-03-08 | 2012-09-13 | Plombco Inc. | Overmolded wheel-balancing weight |
| CN102182146B (zh) * | 2011-03-29 | 2012-07-04 | 中国铁道科学研究院铁道建筑研究所 | 预应力筋张拉设备、系统、方法及混凝土连续箱梁 |
| CN103132457B (zh) * | 2013-03-25 | 2014-12-03 | 中国建筑股份有限公司 | 多束锚杆或锚索张拉锁定力自均衡空心球铰及施工方法 |
| US9879804B2 (en) | 2013-06-17 | 2018-01-30 | Structural Technologies, Llc | Duct coupler devices, systems, and related methods |
| CN103306488B (zh) * | 2013-07-10 | 2015-10-21 | 耿晓梅 | 预应力筋张拉回缩量自动控制的张拉机 |
| WO2015179354A1 (en) * | 2014-05-19 | 2015-11-26 | Felix Sorkin | Cap for anchor of post-tension anchorage system |
| JP6286578B2 (ja) * | 2014-10-22 | 2018-02-28 | 新日鉄住金エンジニアリング株式会社 | ケーブル及びケーブルの製造方法 |
| US10508447B2 (en) * | 2017-04-28 | 2019-12-17 | Precision-Hayes International Inc. | Sealing cover for concrete anchor |
| CN108222375B (zh) * | 2018-02-07 | 2023-08-01 | 柳州欧维姆机械股份有限公司 | 填补加强式锚垫板及其制作方法 |
| US10787813B2 (en) | 2018-04-19 | 2020-09-29 | Precision-Hayes International Inc. | Tendon coupler |
| BR112023000602A2 (pt) * | 2020-07-15 | 2023-03-28 | Ccl Stressing Int Ltd | Âncoras de pós-tensionamento de concreto |
| WO2022131174A1 (ja) * | 2020-12-16 | 2022-06-23 | 三井住友建設株式会社 | 定着具及びプレストレスコンクリート |
| US20260085521A1 (en) * | 2024-09-25 | 2026-03-26 | Felix Sorkin | Reusable wedge for post-tensioning concrete |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2371882A (en) * | 1940-10-28 | 1945-03-20 | Freyssinet Eugene | Tensioning and anchoring of cables in concrete or similar structures |
| US2609586A (en) * | 1949-12-13 | 1952-09-09 | Raymond Concrete Pile Co | Method and apparatus for stressing concrete |
| DE1124220B (de) * | 1956-11-12 | 1962-02-22 | Hermann Donath | Bewehrungsstab fuer Beton, insbesondere fuer Spannbeton |
| GB894240A (en) * | 1959-06-25 | 1962-04-18 | Stup Procedes Freyssinet | Improvements in anchorage devices for prestressing reinforcements |
| BE608227A (fr) * | 1961-11-30 | 1962-01-02 | Stressed Concrete Design Ltd | Perfectionnements à la précontrainte de bâtiments ou d'ouvrages |
| BE663446A (es) * | 1964-05-21 | |||
| BE674339A (fr) * | 1965-01-04 | 1966-04-15 | Travaux Comp Ind De | Dispositif de réalisation de béton précontraint |
| CH444441A (de) * | 1965-09-16 | 1967-09-30 | Losinger Ag | Einrichtung zum Spannen und Verankern von mehreren, zusammen ein Spannkabel bildenden Spanngliedern |
| AU1752167A (en) * | 1967-02-09 | 1968-08-15 | Tensioning device for pres-stressed concrete components | |
| DE2423741A1 (de) * | 1974-05-16 | 1975-11-20 | Dyckerhoff & Widmann Ag | Verankerungsvorrichtung fuer buendelspannglieder fuer spannbeton |
| DE3125166C2 (de) * | 1981-06-26 | 1993-12-02 | Dyckerhoff & Widmann AG, 8000 München | Verfahren zum Herstellen eines nachspannbaren Verpreßankers |
| EP0314708A1 (fr) * | 1987-02-04 | 1989-05-10 | Stanislas Bielecki | Ancrage en nappes radiales pour armatures de precontrainte, haubans ou amarres |
| FR2628777B1 (fr) * | 1988-03-18 | 1990-08-17 | Vsl France | Dispositif d'ancrage de cables precontraints pour ouvrages du type maconnerie |
-
1993
- 1993-02-19 DE DE59306005T patent/DE59306005D1/de not_active Expired - Lifetime
- 1993-02-19 ES ES93810106T patent/ES2102632T3/es not_active Expired - Lifetime
- 1993-03-17 US US08/033,300 patent/US5345742A/en not_active Expired - Lifetime
- 1993-03-18 NO NO93930985A patent/NO930985L/no unknown
- 1993-03-23 JP JP06436093A patent/JP3224896B2/ja not_active Expired - Lifetime
- 1993-03-23 AU AU35402/93A patent/AU657208B2/en not_active Expired
- 1993-03-24 CN CN93104421A patent/CN1058065C/zh not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| US5345742A (en) | 1994-09-13 |
| AU3540293A (en) | 1993-09-30 |
| CN1058065C (zh) | 2000-11-01 |
| DE59306005D1 (de) | 1997-05-07 |
| JPH0649951A (ja) | 1994-02-22 |
| CN1083159A (zh) | 1994-03-02 |
| JP3224896B2 (ja) | 2001-11-05 |
| NO930985L (no) | 1993-09-27 |
| AU657208B2 (en) | 1995-03-02 |
| NO930985D0 (no) | 1993-03-18 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FG2A | Definitive protection |
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