NO128033B - - Google Patents

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Publication number
NO128033B
NO128033B NO00680/72*[A NO68072A NO128033B NO 128033 B NO128033 B NO 128033B NO 68072 A NO68072 A NO 68072A NO 128033 B NO128033 B NO 128033B
Authority
NO
Norway
Prior art keywords
hole
substrate
cement concrete
taking tool
stated
Prior art date
Application number
NO00680/72*[A
Other languages
Norwegian (no)
Inventor
Gunnar Olsson
Original Assignee
Gunnar Olsson
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 Gunnar Olsson filed Critical Gunnar Olsson
Publication of NO128033B publication Critical patent/NO128033B/no

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/10Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14Concrete paving
    • E01C7/145Sliding coverings, underlayers or intermediate layers ; Isolating or separating intermediate layers; Transmission of shearing force in horizontal intermediate planes, e.g. by protrusions, by inlays
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/50Anchored foundations
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Fencing (AREA)
  • Road Paving Structures (AREA)

Description

Piggtråd. Barbed wire.

Foreliggende oppfinnelse går ut på en forbedring av den piggtråd som er beskyt-tet ved patent nr. 89 752. Denne piggtråd består av jern eller annet metall med en mantel av plast, på hvilken der er utformet pigger av egnet hårdhet. Forbedringen består i at piggtråden har minst to paralleltløpende kjernetråder av metall som er anordnet i avstand fra hverandre og er innbyrdes forbundet under formidling av mantelmaterialet. The present invention concerns an improvement of the barbed wire that is protected by patent no. 89 752. This barbed wire consists of iron or other metal with a plastic sheath, on which spikes of suitable hardness are formed. The improvement consists in the fact that the barbed wire has at least two parallel running core wires of metal which are arranged at a distance from each other and are interconnected during the mediation of the sheath material.

Ved forbedringen oppnås spesielle for-deler sammenlignet med piggtråd med bare én kjernetråd, nemlig fremfor alt at trå-den lettere kan festes til stolper, f. eks. ved hjelp av spiker som slås gjennom plastmaterialet mellom trådene og inn i stolpen. Trådene kan også utnyttes for sig-nalimpulsgivning eller annen elektrisk overføring. The improvement achieves special advantages compared to barbed wire with only one core wire, namely above all that the wire can be more easily attached to posts, e.g. using nails that are driven through the plastic material between the threads and into the post. The wires can also be used for signal impulses or other electrical transmission.

Et eksempel på en piggtråd i henhold til oppfinnelsen er vist på tegningen, hvor: Fig. 1 viser en i henhold til oppfinnelsen utført piggtråd i snitt. Fig. 2 viser samme piggtråd i grunn- riss. An example of a barbed wire according to the invention is shown in the drawing, where: Fig. 1 shows a barbed wire made according to the invention in section. Fig. 2 shows the same barbed wire in basic Rice.

Den viste piggtråd består av to paral-lelle kjernetråder 1 av metall og en plast-mantel 2 som omslutter de nevnte kjernetråder og utfyller mellomrommet mellom dem, og på hvilken der er utformet pigger 3. The barbed wire shown consists of two parallel metal core wires 1 and a plastic sheath 2 which surrounds the aforementioned core wires and fills the space between them, and on which spikes 3 are designed.

Plastmantelen kan bestå av polyvi-nylklorid eller blandingspolymerisat av vi-nylgruppen. Annen plast og også gummi kan imidlertid tenkes å komme til an-vendelse. The plastic sheath can consist of polyvinyl chloride or mixed polymer of the vinyl group. Other plastics and also rubber can, however, be used.

Ved piggtråd i henhold til patent nr. In the case of barbed wire according to patent no.

98 752 den forbedring at piggtråden 98 752 the improvement that the barbed wire

har minst to parallelltløpende kjernetråder av metall som er anordnet i avstand fra hverandre og er innbyrdes forbundet under formidling av mantelmaterialet. has at least two parallel core wires of metal which are arranged at a distance from each other and are interconnected during the mediation of the sheath material.

Claims (8)

1. Fremgangsmåte til å forbinde et legeme av sementbetong, f.eks. en veibane, med et underlag av sand, jord e.l. for å skaffe en jevn fordeling av kontraksjonssprekker som oppstår i legemet når sementbetongen stivner, hvor et lag av sementbetong støpes på underlaget og langstrakte hulltagningsverktøy føres gjennom sementbetonglaget og ned i underlaget, så sementbetong vil flyte ned i hullene i underlaget når hulltagningsverktøyet fjernes, og danne forankringselementer når den stivner,karakterisert vedat hvert hulltagningsverktøy først forskyves i sin aksiale retning på skrå gjennom sementbetonglaget og ned i underlaget, deretter svinges med den i underlaget nedførte spiss som dreiepunkt slik at dens lengdeakse minst når en vertikal linje, og deretter trekkes tilbake hovedsakelig aksialt.1. Method of connecting a body of cement concrete, e.g. a roadway, with a base of sand, earth, etc. to obtain an even distribution of contraction cracks that occur in the body when the cement concrete hardens, where a layer of cement concrete is cast on the substrate and elongated hole-taking tools are passed through the cement concrete layer and into the substrate, so cement concrete will flow down into the holes in the substrate when the hole-taking tool is removed, forming anchoring elements when it hardens, characterized in that each hole-taking tool is first displaced in its axial direction obliquely through the cement concrete layer and down into the substrate, then pivoted with the tip lowered into the substrate as a pivot so that its longitudinal axis at least reaches a vertical line, and then withdrawn mainly axially . 2. Fremgangsmåte som angitt i krav 1,karakterisert, ved at svingebevegelsen fortsettes inntil lengdeaksen danner en vinkel med vertikalen.,2. Method as stated in claim 1, characterized in that the swinging movement is continued until the longitudinal axis forms an angle with the vertical., 3. Fremgangsmåte som angitt i'krav 1 eller 2,karakterisert vedat hvert hulltagningsverktøy under for-skyvningen ned i underlaget påvirkes av en aksialtrettet trykk-kraft hvis størrelse bestemmes av.underlagets tetthet.3. Method as stated in claim 1 or 2, characterized in that each hole-taking tool during the displacement down into the substrate is affected by an axially directed pressure force whose magnitude is determined by the density of the substrate. 4. Fremgangsmåte som angitt i krav 1, 2 eller 3,karakterisert vedat sementbetonglaget innen området for hulltagningsverktøyet komprimeres samtidig med dettes svingebevegelse.4. Method as stated in claim 1, 2 or 3, characterized in that the cement concrete layer within the area of the hole-taking tool is compressed simultaneously with its swinging movement. 5. Innretning til utførelse av en- fremgangsmåte som angitt i krav 1, og innbefattende minst ett stavformet hulltagningsverktøy (3)»karakterisert vedat hulltagningsverktøyet er montert svingbart på en på sementbetonglaget (1) kjørbar innretning (10), at driv-organer (22, 15, 19) er innrettet til å innstille hulltagningsverktøyet (3) med dets lengdeakse på skrå i forhold til sementbetonglagets over-flateplan og å meddele hulltagningsverktøyet en aksialt nedadrettet bevegelse og drive det gjennom sementbetonglaget (1) ned i underlaget (2) til en dybde avpasset etter underlagets tetthet, og tillike en svingebevegelse om hulltagningsverktøyets nedre ende samt, etter at hulltag-ningsverktøyets lengdeakse er svunget i fastlagt grad, å trekke det tilbake fra underlaget og sementbetonglaget.5. Device for carrying out a method as stated in claim 1, and including at least one rod-shaped hole-making tool (3)" characterized in that the hole-making tool is mounted pivotably on a device (10) that can be driven on the cement concrete layer (1), that drive means (22 , 15, 19) is arranged to set the hole-taking tool (3) with its longitudinal axis at an angle in relation to the surface plane of the cement concrete layer and to give the hole-taking tool an axially downward movement and drive it through the cement concrete layer (1) down into the substrate (2) to a depth adapted to the density of the substrate, and at the same time a swinging movement around the lower end of the hole-taking tool and, after the longitudinal axis of the hole-taking tool has been swung to a determined degree, to withdraw it from the substrate and the cement concrete layer. 6. Innretning som angitt i krav 5,karakterisertved at hulltagningsverkt-øyets (3) nedre ende er utformet som en skovl (4).6. Device as stated in claim 5, characterized in that the lower end of the hole-taking tool eye (3) is designed as a shovel (4). 7. Innretning som angitt i krav 6,karakterisertved at drivorganene (19320) til å forskyve hulltagningsverktøyet (3) aksialt er innrettet til å utøve en aksial kraft avpasset etter underlagets (2) tetthet.7. Device as stated in claim 6, characterized in that the drive means (19320) for axially displacing the hole-taking tool (3) are arranged to exert an axial force adapted to the density of the substrate (2). 8. Innretning som angitt i krav 7>karakterisertved at aksialkraften er avpasset etter den maksimale tetthet av underlaget.8. Device as specified in claim 7> characterized in that the axial force is adapted to the maximum density of the substrate.
NO00680/72*[A 1971-03-04 1972-03-03 NO128033B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE02804/71A SE350555B (en) 1971-03-04 1971-03-04

Publications (1)

Publication Number Publication Date
NO128033B true NO128033B (en) 1973-09-17

Family

ID=20260741

Family Applications (1)

Application Number Title Priority Date Filing Date
NO00680/72*[A NO128033B (en) 1971-03-04 1972-03-03

Country Status (3)

Country Link
US (1) US3810708A (en)
NO (1) NO128033B (en)
SE (1) SE350555B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5863148A (en) * 1996-08-27 1999-01-26 Shivaram; Mukundan Prefabricated highway with end supports
DE10149250A1 (en) * 2001-10-05 2003-04-17 Sf Koop Gmbh Beton Konzepte Concrete paving slab has spacers on all four edges, all of which are same distance from each other

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US744878A (en) * 1903-06-22 1903-11-24 Charlton H Sayre Pavement.
US1654746A (en) * 1925-01-05 1928-01-03 Mullen Charles Augustine Pavement and method of manufacturing the same
US1718863A (en) * 1928-09-15 1929-06-25 Leon R Mackenzie Impact method of making pavement
US1807947A (en) * 1930-01-30 1931-06-02 Jackson F Witt Paving method
US2463979A (en) * 1945-03-26 1949-03-08 Heany Ind Ceramic Corp Process of making porous refractory alumina material
SE342065B (en) * 1969-07-04 1972-01-24 G Olsson

Also Published As

Publication number Publication date
US3810708A (en) 1974-05-14
SE350555B (en) 1972-10-30

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