IT1258612B - METHOD FOR THE CONSOLIDATION OF LAND AND PERFORATING POINT SUITABLE TO REALIZE THIS METHOD - Google Patents

METHOD FOR THE CONSOLIDATION OF LAND AND PERFORATING POINT SUITABLE TO REALIZE THIS METHOD

Info

Publication number
IT1258612B
IT1258612B ITVI920128A ITVI920128A IT1258612B IT 1258612 B IT1258612 B IT 1258612B IT VI920128 A ITVI920128 A IT VI920128A IT VI920128 A ITVI920128 A IT VI920128A IT 1258612 B IT1258612 B IT 1258612B
Authority
IT
Italy
Prior art keywords
consolidation
perforating
land
tip
phase
Prior art date
Application number
ITVI920128A
Other languages
Italian (it)
Inventor
Giuseppe Franco Dartemi
Gassa Gaetano Dalla
Original Assignee
Giuseppe Franco Dartemi
Gassa Gaetano Dalla
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 Giuseppe Franco Dartemi, Gassa Gaetano Dalla filed Critical Giuseppe Franco Dartemi
Priority to ITVI920128A priority Critical patent/IT1258612B/en
Publication of ITVI920128A0 publication Critical patent/ITVI920128A0/en
Priority to EP93830055A priority patent/EP0582554A1/en
Publication of ITVI920128A1 publication Critical patent/ITVI920128A1/en
Application granted granted Critical
Publication of IT1258612B publication Critical patent/IT1258612B/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00—Setting anchoring-bolts
    • 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
    • E02D5/80—Ground anchors
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

Secondo l'invenzione si realizza un metodo per il consolidamento di terreni che comprende una fase di perforazione del terreno tramite una punta perforante (1), preceduta da una fase di preparazione (1) consistente nel predisporre all'interno di detta punta perforante un corpo d'armatura (6) e seguita da una fase di iniezione, nel foro (22) eseguito, di una miscela cementante introdotta dall'interno della punta perforante (1).La punta perforante atta a realizzare tale metodo comprende una testa di perforazione (2), nella quale sono praticate una o più sedi (40), attraverso ciascuna delle quali viene accoppiato alla punta perforante stessa un corpo d'armatura (6) che viene rilasciato nel foro perforato (22) quando viene introdotta la miscela cementante (21).12.611According to the invention, a method for the consolidation of soils is realized which comprises a phase of perforation of the soil by means of a perforating tip (1), preceded by a preparation phase (1) consisting in preparing a body inside said perforating tip armature (6) and followed by an injection phase, into the hole (22) made, of a cementing mixture introduced from the inside of the piercing tip (1). The piercing tip suitable for carrying out this method comprises a perforation head ( 2), in which one or more seats (40) are made, through each of which an armature body (6) is coupled to the perforating tip itself, which is released into the perforated hole (22) when the cementing mixture is introduced (21 ) .12.611

ITVI920128A 1992-08-07 1992-08-07 METHOD FOR THE CONSOLIDATION OF LAND AND PERFORATING POINT SUITABLE TO REALIZE THIS METHOD IT1258612B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
ITVI920128A IT1258612B (en) 1992-08-07 1992-08-07 METHOD FOR THE CONSOLIDATION OF LAND AND PERFORATING POINT SUITABLE TO REALIZE THIS METHOD
EP93830055A EP0582554A1 (en) 1992-08-07 1993-02-16 Method for consolidating soil and piercing bit for performing the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ITVI920128A IT1258612B (en) 1992-08-07 1992-08-07 METHOD FOR THE CONSOLIDATION OF LAND AND PERFORATING POINT SUITABLE TO REALIZE THIS METHOD

Publications (3)

Publication Number Publication Date
ITVI920128A0 ITVI920128A0 (en) 1992-08-07
ITVI920128A1 ITVI920128A1 (en) 1994-02-07
IT1258612B true IT1258612B (en) 1996-02-27

Family

ID=11424994

Family Applications (1)

Application Number Title Priority Date Filing Date
ITVI920128A IT1258612B (en) 1992-08-07 1992-08-07 METHOD FOR THE CONSOLIDATION OF LAND AND PERFORATING POINT SUITABLE TO REALIZE THIS METHOD

Country Status (2)

Country Link
EP (1) EP0582554A1 (en)
IT (1) IT1258612B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6542179B2 (en) * 2016-10-13 2019-07-10 有限会社海昌 Core material burial method

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3363422A (en) * 1965-03-19 1968-01-16 Lee A. Turzillo Method and apparatus for anchoring a tie-down bar in an earth situs
US3436923A (en) * 1966-07-07 1969-04-08 Atlas Copco Ab Method and equipment for making tension anchors
DE2431113A1 (en) * 1974-06-28 1976-01-15 Takechi Komusho Kk Ground anchor for retaining wall support - is inserted by boring tool with expanding cutters and can be removed
AT392517B (en) * 1988-11-03 1991-04-25 Sauer Gerhard Ing Dr METHOD AND DEVICE FOR SECURING NON OR. Moderately stable, non-cohesive to slightly cohesive geological formations

Also Published As

Publication number Publication date
EP0582554A1 (en) 1994-02-09
ITVI920128A1 (en) 1994-02-07
ITVI920128A0 (en) 1992-08-07

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Legal Events

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0001 Granted
TA Fee payment date (situation as of event date), data collected since 19931001

Effective date: 19990831