NO985009L - Pillar - Google Patents

Pillar

Info

Publication number
NO985009L
NO985009L NO985009A NO985009A NO985009L NO 985009 L NO985009 L NO 985009L NO 985009 A NO985009 A NO 985009A NO 985009 A NO985009 A NO 985009A NO 985009 L NO985009 L NO 985009L
Authority
NO
Norway
Prior art keywords
casing
pillar
sub
hole
elements
Prior art date
Application number
NO985009A
Other languages
Norwegian (no)
Other versions
NO985009D0 (en
Inventor
F Uno L
Original Assignee
Hardab Ab
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=20408781&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=NO985009(L) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Hardab Ab filed Critical Hardab Ab
Publication of NO985009D0 publication Critical patent/NO985009D0/en
Publication of NO985009L publication Critical patent/NO985009L/en

Links

Classifications

    • 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
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • 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
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E02D5/526—Connection means between pile segments

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Det er beskrevet en massiv pillar (l, 2 og 16) av metall, omfattende et antall delelementer skrudd i hverandre. Et hull bores i jordunderlaget ved hjelp av et foringsrør (6), idet boret fjernes etter oppnåelse av ønsket dybde på hullet, hvoretter den massive pillaren (l, 2 og 16) innføres i gjenværende foringsrør (6). Når det har skjedd fylles mellomrommet (8) mellom pillaren (l, 2 og 16) og foringsrøret (6) med betong (10). Etter påfylling av betong (10) fjernes foringsrøret (6). Her er vist en økning av pillarens (l, 2 og 16) stabilitet gjennom å utforme møtende tapp (4) og hull (3) til to delelement (l og 3) på en slik måte at de to delelementene (l og 2) ved sammenføyd tilstand, dels har to ringformete overflater (22 og 23) som ligger an mot hverandre og dels ligger tappens (4) endeoverflate direkte eller indirekte an mot bunnen (19) til hullet (3). Stabiliteten økes også om konisiteten til hull og tapp ligger mellom 0-7,5°.A massive metal pillar (1, 2 and 16) is described, comprising a plurality of sub-elements screwed together. A hole is drilled into the soil by means of a casing (6), the drill being removed after reaching the desired depth of the hole, after which the solid pillar (1, 2 and 16) is inserted into the remaining casing (6). When this has happened, the gap (8) between the pillar (1, 2 and 16) and the casing (6) is filled with concrete (10). After filling concrete (10), remove casing (6). Here is shown an increase in the stability of the pillars (1, 2 and 16) by forming the abutment pins (4) and holes (3) for two sub-elements (1 and 3) in such a way that the two sub-elements (1 and 2) at joined state, partly having two annular surfaces (22 and 23) abutting one another and partly the end surface of the pin (4) directly or indirectly abutting the bottom (19) of the hole (3). Stability is also increased if the conicity of holes and pins is between 0-7.5 °.

NO985009A 1997-10-29 1998-10-28 Pillar NO985009L (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE9703943A SE523782C2 (en) 1997-10-29 1997-10-29 Basic reinforcement player consisting of a number of sub-elements

Publications (2)

Publication Number Publication Date
NO985009D0 NO985009D0 (en) 1998-10-28
NO985009L true NO985009L (en) 1999-04-30

Family

ID=20408781

Family Applications (1)

Application Number Title Priority Date Filing Date
NO985009A NO985009L (en) 1997-10-29 1998-10-28 Pillar

Country Status (2)

Country Link
NO (1) NO985009L (en)
SE (1) SE523782C2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE1550072A1 (en) 2015-01-23 2016-07-12 Scandia Steel Förvaltning Ab Cylindrical pile and cylindrical pile extension element

Also Published As

Publication number Publication date
SE9703943L (en) 1999-04-30
NO985009D0 (en) 1998-10-28
SE9703943D0 (en) 1997-10-29
SE523782C2 (en) 2004-05-18

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Legal Events

Date Code Title Description
FC2A Withdrawal, rejection or dismissal of laid open patent application