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ES8705563A1 - Procedimiento para introducir y anclar una armadura en el suelo y dispositivo para la realizacion de dicho procedimiento. - Google Patents

Procedimiento para introducir y anclar una armadura en el suelo y dispositivo para la realizacion de dicho procedimiento.

Info

Publication number
ES8705563A1
ES8705563A1 ES541130A ES541130A ES8705563A1 ES 8705563 A1 ES8705563 A1 ES 8705563A1 ES 541130 A ES541130 A ES 541130A ES 541130 A ES541130 A ES 541130A ES 8705563 A1 ES8705563 A1 ES 8705563A1
Authority
ES
Spain
Prior art keywords
anchor
grout
injected
ground
cylinder
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
ES541130A
Other languages
English (en)
Other versions
ES541130A0 (es
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
Publication of ES8705563A1 publication Critical patent/ES8705563A1/es
Publication of ES541130A0 publication Critical patent/ES541130A0/es
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00—Setting anchoring-bolts
    • E21D20/02—Setting anchoring-bolts with provisions for grouting
    • E21D20/021—Grouting with inorganic components, e.g. cement
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/62—Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/26—Placing by using several means simultaneously

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Piles And Underground Anchors (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PROCEDIMIENTO Y DISPOSITIVO PARA INTRODUCIR Y ANCLAR UNA ARMADURA EN EL SUELO. CONSISTE EN ENVIAR A PRESION LA LECHADA DE ANCLAJE LIQUIDA MEDIANTE UNA BOMBA (21), DONDE LA ENERGIA CINETICA DE LA LECHADA A LA SALIDA (8) DEL CONDUCTO (7) DE LA ARMADURA SEA SUFICIENTEMENTE ALTA PARA PROVOCAR UN CORTE HIDRAULICO DEL SUELO; Y GOLPEAR SOBRE EL CILINDRO CON UN MARTILLO DE EXCAVACION VIBRATORIO (2) PARA EVITAR LA RECONSTITUCION DEL SUELO ENTRE DOS CHOQUES. EL DISPOSITIVO COMPRENDE: UN MARTILLO VIBRADOR (2) MONTADO SOBRE UNA DESLIZADERA (3) QUE INCLUYE UNA GUIA MOVIL (4) Y OTRA FIJA (5). TIENE APLICACION EN LA CONSTRUCCION DE EDIFICACIONES.
ES541130A 1984-02-23 1985-02-22 Procedimiento para introducir y anclar una armadura en el suelo y dispositivo para la realizacion de dicho procedimiento. Expired ES8705563A1 (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8402742A FR2560285B1 (fr) 1984-02-23 1984-02-23 Procede pour enfoncer et sceller une armature dans le sol, dispositif et armature pour la mise en oeuvre de ce procede

Publications (2)

Publication Number Publication Date
ES8705563A1 true ES8705563A1 (es) 1987-05-01
ES541130A0 ES541130A0 (es) 1987-05-01

Family

ID=9301312

Family Applications (1)

Application Number Title Priority Date Filing Date
ES541130A Expired ES8705563A1 (es) 1984-02-23 1985-02-22 Procedimiento para introducir y anclar una armadura en el suelo y dispositivo para la realizacion de dicho procedimiento.

Country Status (7)

Country Link
US (1) US4732510A (es)
EP (1) EP0156673B1 (es)
JP (1) JPS60184124A (es)
AT (1) ATE38404T1 (es)
DE (1) DE3566008D1 (es)
ES (1) ES8705563A1 (es)
FR (1) FR2560285B1 (es)

Families Citing this family (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06104967B2 (ja) * 1989-01-27 1994-12-21 鹿島建設株式会社 大口径地盤改良工法
JPH0819665B2 (ja) * 1990-05-11 1996-02-28 株式会社建設企画コンサルタント 棒状補強材押込み式地盤強化方法とその棒状補強材押込み装置
JP2512641B2 (ja) * 1991-03-13 1996-07-03 株式会社建設企画コンサルタント 地盤補強工事における薬液注入工法および地盤補強用棒材押込み機における薬液注入装置
US5288169A (en) * 1992-01-31 1994-02-22 The United States Of America As Represented By The United States Department Of Energy Ventilation of porous media
US5395185A (en) * 1993-11-22 1995-03-07 Schnabel Foundation Company Method of temporarily shoring and permanently facing and excavated slope with a retaining wall
US5551810A (en) * 1994-06-08 1996-09-03 Schnabel Foundation Company Retaining wall with an outer face and method of forming the same
US5588784A (en) * 1995-06-07 1996-12-31 Schnabel Foundation Company Soil or rock nail wall with outer face and method of constructing the same
US6598683B1 (en) 1999-10-06 2003-07-29 Ultimo Organization, Inc. Portable injection-casing driver
ATE494455T1 (de) * 2002-08-02 2011-01-15 Dywidag Systems Internat Pty Ltd Vorrichtung zum nachverpressen von gebirgsankern
GB0505788D0 (en) * 2005-03-22 2005-04-27 Roxbury Ltd Method and apparatus for introducing elongate members into the ground
CN1975093B (zh) * 2006-12-28 2010-08-11 刘国经 旋振动力头
US7828497B2 (en) * 2007-09-18 2010-11-09 Franklin Dale Boxberger Construction and design method
KR101196164B1 (ko) 2010-07-05 2012-11-01 김준 앵커의 그라우트재 지속주입장치 및 이를 이용한 앵커의 그라우트재 주입방법
CA2822102A1 (en) * 2010-12-22 2012-06-28 Falcon Technologies And Services, Inc. Anchoring system and method
US9598833B2 (en) 2011-08-26 2017-03-21 American Piledriving Equipment, Inc. Apparatus and methods for pipe piling placement with continuous grouting
US9611611B2 (en) * 2011-08-26 2017-04-04 American Piledriving Equipment, Inc. Grout plug assembly to facilitate grouting during pipe piling placement
CN103031842A (zh) * 2011-10-08 2013-04-10 长江大学 挤土式土层锚杆
FR2995918B1 (fr) * 2012-09-27 2014-10-17 Soletanche Freyssinet Procede de realisation d'une structure armee dans un sol
NL2014075B1 (en) 2014-12-30 2016-10-12 High Five Solutions B V Method for anchoring and/or founding an object to the ground.
CN107476814B (zh) * 2017-09-28 2023-08-25 滨州学院 一种自振射流注浆锚杆一体化施工设备及方法
CN109083669A (zh) * 2018-09-07 2018-12-25 天地科技股份有限公司 巷道底板预应力灌浆鸟笼锚索施工方法
MX2021009778A (es) * 2019-02-13 2021-10-26 Fci Holdings Delaware Inc Plataforma rodante de inyeccion de resina.
CN110130957B (zh) * 2019-06-27 2021-05-18 张福学 一种矿山井下风动锚杆装药装置

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB902687A (en) * 1958-05-28 1962-08-09 Robert Hochstrasser Method of and means for driving in piles or sheet piling
FR1230326A (fr) * 1958-07-18 1960-09-15 Procédé et dispositif pour enfoncer des liquides ou des masses pâteuses dans des couches de terrain
US3222873A (en) * 1961-07-31 1965-12-14 Chester I Williams Groutable rock anchor
US3371494A (en) * 1966-02-04 1968-03-05 Atlas Copco Ab Method and means of anchoring an object in the ground
US3377807A (en) * 1966-06-15 1968-04-16 Nave Vincent Anchor bolt assembly
FR1542544A (fr) * 1967-07-05 1968-10-18 Atlas Copco Ab Procédé et équipement perfectionnés pour réaliser des ancrages soumis à la traction
US3808820A (en) * 1972-09-29 1974-05-07 A Bodine Pile driving utilizing standing wave vibrations
GB1511648A (en) * 1974-08-09 1978-05-24 Gerrish A Pile driving apparatus
FR2335319A1 (fr) * 1975-12-19 1977-07-15 Intrafor Cofor Procede et dispositif d'injection d'un coulis dans une gaine de cable ou de tirant precontraint de grande longueur
FR2367183A1 (fr) * 1976-08-20 1978-05-05 Exchem Holdings Procede et dispositif de consolidation de formations rocheuses
JPS54155607A (en) * 1978-04-06 1979-12-07 Hisaharu Nakashima Method of pile driving construction to base rock
JPS5736214A (ja) * 1980-08-14 1982-02-27 Japanese National Railways<Jnr> Nanjakujibannitaisururotsukuborutonokyokakoho
FR2502208A1 (fr) * 1981-03-19 1982-09-24 Louis Claude Procede, dispositif et element d'ancrage ou de renforcement des sols
FR2541703A1 (fr) * 1983-02-25 1984-08-31 Bataille Hubert Procede et dispositif pour la mise en place dans le sol d'un insert, et sol ainsi equipe

Also Published As

Publication number Publication date
EP0156673A1 (fr) 1985-10-02
FR2560285A1 (fr) 1985-08-30
FR2560285B1 (fr) 1987-12-04
JPS60184124A (ja) 1985-09-19
US4732510A (en) 1988-03-22
EP0156673B1 (fr) 1988-11-02
DE3566008D1 (en) 1988-12-08
ATE38404T1 (de) 1988-11-15
ES541130A0 (es) 1987-05-01

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Legal Events

Date Code Title Description
FD1A Patent lapsed

Effective date: 19970519