NO119653B - - Google Patents
Download PDFInfo
- Publication number
- NO119653B NO119653B NO2167/69A NO216769A NO119653B NO 119653 B NO119653 B NO 119653B NO 2167/69 A NO2167/69 A NO 2167/69A NO 216769 A NO216769 A NO 216769A NO 119653 B NO119653 B NO 119653B
- Authority
- NO
- Norway
- Prior art keywords
- post
- foundation
- slopes
- concrete
- wedge body
- Prior art date
Links
- 239000004567 concrete Substances 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2284—Means for adjusting the orientation of the post or pole
-
- 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
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7047—Radially interposed shim or bushing
- Y10T403/7051—Wedging or camming
- Y10T403/7052—Engaged by axial movement
- Y10T403/7054—Plural, circumferentially related shims between members
-
- 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
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7047—Radially interposed shim or bushing
- Y10T403/7051—Wedging or camming
- Y10T403/7052—Engaged by axial movement
- Y10T403/7056—Threaded actuator
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Signs Or Road Markings (AREA)
- Foundations (AREA)
- Fastening Of Light Sources Or Lamp Holders (AREA)
Description
Anordning for vertikal-regulering av en stolpe for veibelysning o.l. Device for vertical adjustment of a pole for road lighting etc.
Foreliggende oppfinnelse går ut på en anordning for vertikal-justering av en i et hull i et betongfundament styrt stolpe for veibelysning og lignende, hvorunder stolpen ved fundamentets øvre ende har en fastholdende styring, som hensiktsmessig består av et mellom stolpen og fundamentet inndriv-bart kilelegeme, hvis mot stolpen vendende innside hensiktsmessig er konveks i aksialsnitt, idet den nedre ende av stolpen er stillbar i sideretningen ved hjelp av bakker, som er forskyvbare i høyderetningen ved hjelp av fra fundamentets overside påvirkbare stenger. The present invention concerns a device for vertical adjustment of a post guided in a hole in a concrete foundation for road lighting and the like, under which the post at the upper end of the foundation has a retaining guide, which suitably consists of a wedge body that can be driven between the post and the foundation , if the inside facing the post is suitably convex in axial section, the lower end of the post being adjustable in the lateral direction by means of slopes, which are displaceable in the height direction by means of bars that can be influenced from the upper side of the foundation.
Ved de kjente anordninger hvor stolpens nedre ende, som rekker ned i fundamentet, ved hjelp av bakker er stillbare i sideretningen for vertikaljustering av stolpen, har stolpens nedre ende hvilt på bakkene, nemlig på skråflater på disse. Dette kan medføre visse ulemper dels ved at forholdsvis stor vertikalfor-skyvning av stolpen kan oppstå når stolpen fra en forholdsvis stor helling skal justeres til vertikal stilling, en forskyvning som medfører ulemper ved den ved fundamentets øvre del anbragte styre- og fastholdningsanordning, og dels ved at stolpen ikke har en fiksert nedre stilling, samt at den kan bli tilbøyelig til å dreie seg om sin lengdeakse uten at dette møter motstand ved den nedre ende, men bare, og dette bare ufullstendig, kan motvirkes av den øvre styring i fundamentet. In the known devices where the lower end of the post, which reaches down into the foundation, can be adjusted laterally by means of slopes for vertical adjustment of the post, the lower end of the post has rested on the slopes, namely on inclined surfaces on these. This can cause certain disadvantages partly in that a relatively large vertical displacement of the post can occur when the post is to be adjusted from a relatively large slope to a vertical position, a displacement which entails disadvantages for the control and retaining device placed at the upper part of the foundation, and partly in that the post does not have a fixed lower position, and that it can become inclined to turn about its longitudinal axis without this meeting resistance at the lower end, but only, and this only incompletely, can be counteracted by the upper guide in the foundation.
Nevnte ulemper unngåes ifølge oppfinnelsen ved at bakkene er innrettet til å ligge an mot stolpens sideflate, samt ved deres radialt ytre side er styrt av en skråt nedad-utad rettet styreflate i fundamentet. Ved denne anordning kan man la stolpens underkant hvile mot en fast støtteflate i fundamentet og stolpen blir sikkert fastlåst mot dreining om sin lengdeakse. En slik dreining kan medføre betydelige ulemper, f. eks. ved stolper for veibelysning. Disse ofte opp til 10 meter høye stolper er oventil forsynt med en for vindens påvirkning utsatt radialt utstikkende arm, som bærer den med nøyaktige refleksjonsflater forsynte be-lysningsarmatur. Belysningen på veibanen mister sin presisjon al-lerede ved en ubetydelig dreining av stolpen og dermed av arma-turen. En slik dreining hindres effektivt ved at de ved stolpens nedre del anordnede bakker ved hjelp av kilekraft settes hårdt an mot stolpens sideflate. Said disadvantages are avoided according to the invention by the fact that the slopes are arranged to lie against the side surface of the post, as well as their radially outer side is controlled by an obliquely downwards-outwards directed control surface in the foundation. With this device, the lower edge of the post can rest against a fixed support surface in the foundation and the post is securely locked against rotation about its longitudinal axis. Such a turn can cause significant disadvantages, e.g. by poles for road lighting. These posts, which are often up to 10 meters high, are provided at the top with a radially projecting arm exposed to the influence of the wind, which carries the lighting fixture provided with precise reflection surfaces. The lighting on the roadway loses its precision already with an insignificant turning of the post and thus of the fixture. Such rotation is effectively prevented by the fact that the slopes arranged at the lower part of the post are pressed hard against the side surface of the post by means of a wedge force.
Styreflaten for bakkene består hensiktsmessig av en i betongen innstøpt metallring, som er forbundet med en bunnskive, mot hvilken stolpens nedre ende kan støtte seg. Dette mu-liggjør en presisjonsfremstilling av sideflatene samtidig med stø-peritekniske fordeler. The guide surface for the slopes conveniently consists of a metal ring embedded in the concrete, which is connected to a bottom disc, against which the lower end of the post can rest. This enables a precision production of the side surfaces at the same time as casting advantages.
Oppfinnelsen skal beskrives nærmere i det følgende under henvisning til vedlagte tegning, som på fig. 1 viser et med anordninger ifølge oppfinnelsen utstyrt betongfundament for stolper- delvis i snitt. Fig. 2 viser bakkene sett ovenfra. The invention shall be described in more detail in the following with reference to the attached drawing, which in fig. 1 shows a concrete foundation for posts equipped with devices according to the invention - partially in section. Fig. 2 shows the slopes seen from above.
Med 1 betegnes det f. eks. av armert betong fremstilte fundament, som kan være gravet ned i marken til nivå A. Med 2 betegnes den nedre del av en stolpe av stålrør. I fundamentet er det et vertikalt hull 3, ved hvis åpningsende er innstøpt iv betongen og hensiktsmessig også forbundet med fundamentets arme-ring en ringformet metallisk kant 4. Mellom kanten 4 og stolpen er inndrevet et kilelegeme 5, hensiktsmessig av stål. Kilelegemet, som hensiktsmessig er oppslisset i høyderetningen, har en mot stolpen vendende innerflate 6, som i aksialsnitt har konveks hvelvet form slik at kilelegemet ligger an mot stolpen i hovedsakelig linjeformet kontakt i omkretsretningen. With 1, it is denoted, e.g. foundations made of reinforced concrete, which can be dug into the ground to level A. 2 denotes the lower part of a post made of steel pipes. In the foundation there is a vertical hole 3, at the opening end of which an annular metallic edge 4 is embedded in the concrete and conveniently also connected to the reinforcement of the foundation. Between the edge 4 and the post, a wedge body 5 is driven, suitably made of steel. The wedge body, which is suitably slit in the height direction, has an inner surface 6 facing the post, which in axial section has a convex vaulted shape so that the wedge body rests against the post in essentially linear contact in the circumferential direction.
Kilelegemet har et antall gjennomgående hull, f. eks. tre, og gjennom disse går det stenger 7 med øvre gjenge, på hvilken det er skrudd en mutter 8. Nedentil er hver stang forbundet med en bakke 9, som oppviser en radialt ytre anleggsfla- The wedge body has a number of through holes, e.g. wood, and through these there are rods 7 with an upper thread, on which a nut 8 is screwed. Below, each rod is connected to a ground 9, which exhibits a radially outer contact surface
te 10, som samvirker med en i fundamentet anordnet styreflate 11, som heller skråt nedad-utad. Denne flate dannes hensiktsmessig av en i betongen innstøpt konisk metallring, som nedentil er forbundet med en plate 12, som danner støtte for den nedre ende av stolpen 2. Bakkenes radialt indre flate er hovedsakelig av sylinderform, slik at den slutter seg til stolpens sideflate. te 10, which interacts with a control surface 11 arranged in the foundation, which inclines downwards-outwards. This surface is conveniently formed by a conical metal ring embedded in the concrete, which is connected below to a plate 12, which forms support for the lower end of the post 2. The radial inner surface of the trays is mainly cylindrical, so that it joins the side surface of the post.
Ved monteringen av stolpen innføres denne gjennom hul-let 3 inntil den hviler på platen 12. De på forhånd anbragte stenger 7 føres gjennom hullene i kilelegemet og dette sistnevnte dri-ves ned for styring av stolpen ved oversiden av fundamentet. Ved justering av stolpens retning kan den innstilles i loddlinje, When mounting the post, it is inserted through the hole 3 until it rests on the plate 12. The pre-arranged rods 7 are passed through the holes in the wedge body and the latter is driven down to guide the post at the upper side of the foundation. When adjusting the direction of the post, it can be set in a plumb line,
som eventuelt kan danne en vinkel med det i marken nedgravde fund aments lengde-middellinje ved å lengdeforskyve de forskjellige stenger 7 med tilhørende bakker i forhold til hverandre i høyde-retningen under forskjellig tiltrekning av de tilhørende muttere 8 mot oversiden av kilelegemet. Den i forhold til stolpens høyde relativt lille avstand mellom bakkene og kilelegemet 5 medfører en ganske liten bevegelse av stolpen i kilelegemet, også ved relativt stor justering av stolpens underkant i sideretningen og ved at kilelegemet ligger an mot stolpen i ringformet linjekontakt blir bevegelsen mellom stolpen og kilelegemet den minst tenkelige. Tiltrekningen av mutterne dvs. høydeforskyvning av stengene 7 og bakkene 9 medfører en ren sideforskyvning av stolpens underkant samtidig med en fastklemningsbevegelse av bakkene. which can possibly form an angle with the longitudinal center line of the foundation buried in the ground by longitudinally displacing the various rods 7 with associated slopes in relation to each other in the height direction under different tightening of the associated nuts 8 towards the upper side of the wedge body. In relation to the height of the post, the relatively small distance between the slopes and the wedge body 5 results in a fairly small movement of the post in the wedge body, also with a relatively large adjustment of the lower edge of the post in the lateral direction and because the wedge body rests against the post in ring-shaped line contact, the movement between the post and the cuneiform body the least imaginable. The tightening of the nuts, i.e. height displacement of the rods 7 and the slopes 9 causes a pure lateral displacement of the lower edge of the post at the same time as a clamping movement of the slopes.
Ved det viste eksempel er bakkenesjradialt ytre overflate 10 skråt formet på samme måte som styreflaten 11 i fundamentet, og ligger således an mot denne langs en stor overflate. Det er imidlertid mulig med samme virkning å nøye seg med en nær linjekontakt mellom styreflaten og bakken, som således ikke nødvendigvis behøver å ha en konisk ytterflate. Forskyvningen av stengene 7 kan skje på annen måte enn den viste. Det kan tenkes at de ved underenden er inngjenget i tilhørende bakke 9 og denne forskyves i høyderetningen ved dreining av stangen, hvilket kan skje utenfra under støtte mot oversiden av kilelegemet. På den annen side kan det i visse henseender være hensiktsmessig å la stangen 7 gå gjennom et hull i bakken med stør-re diameter enn stangen og forsyne denne sistnevnte med et an-slag som medbringer bakken ved forskyvning av stangen oppover. Dette er ensbetydende med en leddforbindelse mellom stang og bakke. In the example shown, the ground's radially outer surface 10 is obliquely shaped in the same way as the guide surface 11 in the foundation, and thus rests against it along a large surface. However, it is possible with the same effect to make do with a close line contact between the control surface and the ground, which thus does not necessarily need to have a conical outer surface. The displacement of the rods 7 can take place in a different way than that shown. It is conceivable that at the lower end they are engaged in the corresponding hill 9 and this is displaced in the height direction by turning the rod, which can happen from the outside under support against the upper side of the wedge body. On the other hand, it may in certain respects be appropriate to let the rod 7 pass through a hole in the ground with a larger diameter than the rod and provide the latter with a stop which brings the ground with it when the rod is displaced upwards. This is tantamount to a hinged connection between the rod and the ground.
Ved det viste eksempel ligger kilelegemet direkte an mot stolpen med en innover hvelvet flate. Oppfinnelsen er ikke begrenset til dette. Kilelegemet kan ligge an mot stolpen med en sylindrisk flate og den hvelving som medfører linjekontakt kan i stedet være anordnet ved utsiden av kilelegemet og/eller på den samvirkende kant 4. In the example shown, the wedge body rests directly against the post with an inwardly arched surface. The invention is not limited to this. The wedge body can rest against the post with a cylindrical surface and the vaulting which causes line contact can instead be arranged on the outside of the wedge body and/or on the cooperating edge 4.
Claims (4)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE7188/68A SE319286B (en) | 1968-05-29 | 1968-05-29 |
Publications (1)
Publication Number | Publication Date |
---|---|
NO119653B true NO119653B (en) | 1970-06-15 |
Family
ID=20270664
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO2167/69A NO119653B (en) | 1968-05-29 | 1969-05-27 |
Country Status (8)
Country | Link |
---|---|
US (1) | US3579936A (en) |
DE (1) | DE1926051A1 (en) |
DK (1) | DK118277B (en) |
FI (1) | FI45891C (en) |
FR (1) | FR2009584A1 (en) |
GB (1) | GB1259991A (en) |
NO (1) | NO119653B (en) |
SE (1) | SE319286B (en) |
Families Citing this family (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3762674A (en) * | 1971-11-08 | 1973-10-02 | H Ortega | Releasable signpost receptacle |
US3805468A (en) * | 1972-06-05 | 1974-04-23 | Granstroem Ab E | Device for mounting columns |
US3894375A (en) * | 1974-01-22 | 1975-07-15 | Jr Albert W Lindberg | Pole base |
US4057294A (en) * | 1975-08-01 | 1977-11-08 | The Cincinnati Mine Machinery Company | Wedge arrangement for removably affixing a work tool or work tool holder to a base member on mining, road working or earth moving machinery, and the like |
US4059934A (en) * | 1976-09-03 | 1977-11-29 | Senoh Kabushiki Kaisha | Arrangement for fastening an upstanding post to a floorboard |
DE2644333C2 (en) * | 1976-10-01 | 1982-12-09 | Karl Dipl.-Ing. 5901 Wilnsdorf Ley | Ground anchoring device for tube posts or the like. |
US4133154A (en) * | 1977-10-03 | 1979-01-09 | Ruzicka Otto J | System for supporting removable posts |
DE3116154A1 (en) * | 1981-04-23 | 1982-11-18 | SKS Stakusit-Kunststoff GmbH & Co KG, 6108 Weiterstadt | Orientable post, in particular for balcony railings |
DE3601584A1 (en) * | 1986-01-21 | 1987-07-23 | Guenter Schroeder | Releasable rigid connection of tubes, in particular upright tubes for traffic signs |
US4793110A (en) * | 1987-03-30 | 1988-12-27 | Tucker Joe W | Foundation and building structure support system apparatus and method |
FR2620514A1 (en) * | 1987-09-11 | 1989-03-17 | Eclairage Tech Sa | External lighting apparatus |
US4819916A (en) * | 1988-01-27 | 1989-04-11 | Wun Chung Kwou | System of replaceable road railing |
WO1990010133A1 (en) * | 1989-03-02 | 1990-09-07 | Per Dammen | Clamp for fastening of a post element |
US5029820A (en) * | 1989-08-04 | 1991-07-09 | Robern, Inc. | Wedge-adjustable base for rail posts and the like |
FR2704575B1 (en) * | 1993-04-28 | 1995-07-21 | Spie Fondations | METHOD FOR ANCHORING A POST IN THE GROUND, DEVICE FOR IMPLEMENTING THIS PROCESS, AND POST ANCHORING MASSIF FOR THE IMPLEMENTATION OF THIS PROCESS AND / OR THIS DEVICE. |
SE9502916L (en) * | 1995-08-23 | 1997-01-20 | Lars Folke Eriksson | Pipe replacement bracket |
US6202369B1 (en) | 1996-08-21 | 2001-03-20 | Stanley E. Partee | Universal anchor system |
US5819487A (en) * | 1997-03-13 | 1998-10-13 | Ameron International Corporation | Prestressed concrete poles with internal bolting and leveling structures |
WO2001072183A1 (en) * | 2000-03-27 | 2001-10-04 | Hans Oetiker Ag Maschinen- Und Apparatefabrik | Stand for a walking stick or crutches |
US20030061781A1 (en) * | 2001-10-03 | 2003-04-03 | Smith Russell K. | Support system for a structure |
CA2449194C (en) * | 2003-11-12 | 2013-03-05 | Paul W. Fournier | Service line distribution base |
FR2870918B1 (en) * | 2004-05-26 | 2006-12-08 | Jean Pierre Gainche | BASE DEVICE FOR MAINTAINING AN ELEMENT IN A DETERMINED POSITION |
CA2537417C (en) * | 2006-02-10 | 2013-01-29 | Jack S. Titus | Support post for a flexible substrate |
GB2452507A (en) * | 2007-09-05 | 2009-03-11 | Steeldeck Ind Ltd | Post with wedging end |
GB201202680D0 (en) | 2012-02-16 | 2012-04-04 | Trojan Services Ltd | Improvements in and relating to installing posts |
US11280105B2 (en) * | 2017-01-09 | 2022-03-22 | Valmont Industries, Inc. | Prefabricated concrete pole base and method of installation |
CN108729733B (en) * | 2018-07-06 | 2023-11-14 | 内蒙古大学 | Intelligent repairing system for transmission tower in frozen soil area |
CN109000095B (en) * | 2018-09-11 | 2020-07-31 | 安徽鑫纬电力勘察设计有限公司 | Assembled equipment support structure |
US10914094B2 (en) * | 2019-04-14 | 2021-02-09 | Christian Charrin | Slide lock post assembly |
US10954662B1 (en) * | 2020-08-05 | 2021-03-23 | King Saud University | System and method for connecting a square concrete-filled steel tubular column to a reinforced concrete footing |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1095197A (en) * | 1913-09-04 | 1914-05-05 | Ernst Entenmann | Base for masts and the like. |
US1463715A (en) * | 1922-05-10 | 1923-07-31 | Muhlow Jons | Base for posts, flagstaffs, and the like |
US2784015A (en) * | 1953-04-24 | 1957-03-05 | Carl G Swanson | Pole base |
-
1968
- 1968-05-29 SE SE7188/68A patent/SE319286B/xx unknown
-
1969
- 1969-05-22 DE DE19691926051 patent/DE1926051A1/en active Pending
- 1969-05-23 US US827416A patent/US3579936A/en not_active Expired - Lifetime
- 1969-05-23 FI FI691577A patent/FI45891C/en active
- 1969-05-27 GB GB26692/69A patent/GB1259991A/en not_active Expired
- 1969-05-27 NO NO2167/69A patent/NO119653B/no unknown
- 1969-05-28 DK DK289769AA patent/DK118277B/en unknown
- 1969-05-29 FR FR6917472A patent/FR2009584A1/fr not_active Withdrawn
Also Published As
Publication number | Publication date |
---|---|
SE319286B (en) | 1970-01-12 |
US3579936A (en) | 1971-05-25 |
DE1926051A1 (en) | 1969-12-04 |
GB1259991A (en) | 1972-01-12 |
FR2009584A1 (en) | 1970-02-06 |
FI45891C (en) | 1972-10-10 |
DK118277B (en) | 1970-07-27 |
FI45891B (en) | 1972-06-30 |
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