SE535989C2 - Compliant post and way of arranging road lighting - Google Patents

Compliant post and way of arranging road lighting Download PDF

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Publication number
SE535989C2
SE535989C2 SE1100211A SE1100211A SE535989C2 SE 535989 C2 SE535989 C2 SE 535989C2 SE 1100211 A SE1100211 A SE 1100211A SE 1100211 A SE1100211 A SE 1100211A SE 535989 C2 SE535989 C2 SE 535989C2
Authority
SE
Sweden
Prior art keywords
post
thickness
weld
joint
posts
Prior art date
Application number
SE1100211A
Other languages
Swedish (sv)
Other versions
SE1100211A1 (en
Inventor
Fredrik Moberg
Original Assignee
Northcone 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
Application filed by Northcone Ab filed Critical Northcone Ab
Priority to SE1100211A priority Critical patent/SE535989C2/en
Priority to US14/006,365 priority patent/US20140000180A1/en
Priority to PT127607000T priority patent/PT2689070T/en
Priority to EP12760700.0A priority patent/EP2689070B9/en
Priority to PL12760700T priority patent/PL2689070T3/en
Priority to ES12760700.0T priority patent/ES2610757T3/en
Priority to PCT/SE2012/000041 priority patent/WO2012128693A1/en
Priority to DK12760700.0T priority patent/DK2689070T3/en
Publication of SE1100211A1 publication Critical patent/SE1100211A1/en
Publication of SE535989C2 publication Critical patent/SE535989C2/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/623Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection
    • E01F9/631Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection specially adapted for breaking, disengaging, collapsing or permanently deforming when deflected or displaced, e.g. by vehicle impact
    • E01F9/635Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection specially adapted for breaking, disengaging, collapsing or permanently deforming when deflected or displaced, e.g. by vehicle impact by shearing or tearing, e.g. having weakened zones

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Signs Or Road Markings (AREA)

Abstract

Street lighting is positioned with lamp posts of sheet metal that have a round or polygonal cross-section and one or more longitudinal welded joints (17-20; 24). Posts are used that have one longitudinal welded butt joint with a weld that covers only a part of the sheet metal thickness and the posts are positioned so that this joint is directed towards the traffic.

Description

535 883 2 Figur 1 visar en lyktstolpe sammansatt av flera avsmalnande plåtar 11-14 som medför att stolpen blir koniskt avsmalnande uppåt. Plåtarna kan vara plana, men kan också ha längsgående veck 15,16. Plåtarna är hopfogade med längsgående svetsade skarvar 17-20. Figur 2 visar skarven 17 i förstoring. De motstående plåtarnas 11,12 kanter har avfasningar 21,22 så att kanternas anliggningsylor blir mindre än plåttjockleken och är hopsvetsade, företrädesvis med lasersvetsning, så att stumsvetsarnas 23 tjocklek tvärs plåten blir mindre än plåttjockleken. Svetsarna täcker således inte hela plåttjockleken. 535 883 2 Figure 1 shows a lamp post composed of several tapered plates 11-14 which causes the post to taper conically upwards. The plates can be flat, but can also have longitudinal folds 15,16. The plates are joined with longitudinally welded joints 17-20. Figure 2 shows the joint 17 in magnification. The edges of the opposite plates 11,12 have chamfers 21,22 so that the abutment axes of the edges become smaller than the plate thickness and are welded together, preferably with laser welding, so that the thickness of the butt welds 23 across the plate becomes less than the plate thickness. The welds thus do not cover the entire sheet metal thickness.

De bör högst täcka °/. av plåttjocklekemdvs ha en tjocklek t, mindre än V. av plåttjockleken t2 och de utgör därmed försvagningar som lätt brister om de direkt påkörs och tillåter att stolpen att plattas till och vika sig på önskat sätt men svetsarna är tillräckligt starka för att inte utgöra försvagningar mot vindkrafier.They should not exceed ° /. of sheet metal thicknessvdvs have a thickness t, less than V. of sheet metal thickness t2 and they thus constitute weakenings which easily break if they are hit directly and allow the post to flatten and fold in the desired manner but the welds are strong enough not to be wind turbines.

Figur 3 visar en stolpe som är rullformad av ett stycke så att den har endast en längsgående skarv 24 som är utförd på det sätt som beskrivits med hänvisning till figur 2. Stolpen har rullformats i tunn plåt med plåttjocklek av 1-2 mm, exv 1,5 mm, och den har ett antal områden 25 med förstyvande veck med trefaldig plåt på det sätt som beskrivits i WO 2008/127168 till vilken hänvisas. De förstyvade områdena 25 är starka mot vindkrafter men tillåter stolpen att plattas till vid krockbelastning. Om stolpen har polygonal tvärsektion kan lämpligen förstyvningarna 25 utföras som hörn såsom visas, men stolpen kan alternativt ha cirkulär tvärsektion.Figure 3 shows a post which is roll-shaped in one piece so that it has only a longitudinal joint 24 which is made in the manner described with reference to fi figure 2. The post has been roll-formed in thin sheet metal with sheet metal thickness of 1-2 mm, e.g. , 5 mm, and it has a number of areas 25 with stiffening folds with triple sheet metal in the manner described in WO 2008/127168 to which reference is made. The stiffened areas 25 are strong against wind forces but allow the post to flatten in the event of a collision load. If the post has a polygonal cross-section, the stiffeners 25 can suitably be designed as corners as shown, but the post can alternatively have a circular cross-section.

De mot vindkrafter förstyvade hörnen deformeras lättare vid krockbelastning än de övriga hörnen i polygontvärsnittet och skarven 24 kan lämpligen utföras i ett av de mot vindkrafter förstyvade hörnen. Lyktstolpar enligt figur 3 ska placeras utmed vägen så att skarven 24 blir riktad mot trafiken.The corners stiffened against wind forces are more easily deformed under impact load than the other corners in the polygon cross section and the joint 24 can suitably be made in one of the corners stiffened against wind forces. Lampposts according to figure 3 shall be placed along the road so that the joint 24 is directed towards the traffic.

Stolpar enligt figur 1 har så många skarvar att de inte nödvändigtvis behöver positioneras med en skarv direkt mot trafiken. Det blir alltid en eller två av skarvarna som är riktade mot trafiken oavsett stolparnas vridläge i förhållande till trafiken. En rullforrnad stolpe enligt figur 3 kan även rullformas i flera delar och liksom exemplet i figur 1 ha flera längsgående svetsar.Posts according to figure 1 have so many joints that they do not necessarily need to be positioned with a joint directly against the track. There will always be one or two of the joints that are directed towards the traffic, regardless of the rotational position of the posts in relation to the traffic. A roll-shaped post according to Figure 3 can also be rolled into several parts and, like the example in Figure 1, have longitudinal welds.

Claims (9)

00535989 Patentkrav00535989 Patent claim 1. Eftergivlig stolpe av tunnplåt med polygonal eller rund tvärsektion med minst en längsgående svetsad stumskarv (17-20;24), kännetecknad av att svetsen (23) har mindre tjocklek tvärs plåten än plåttjockleken.Flexible sheet metal post with polygonal or round cross-section with at least one longitudinally welded butt joint (17-20; 24), characterized in that the weld (23) has a smaller thickness across the sheet than the sheet thickness. 2. Stolpe enligt patentkrav 1, kännetecknad av att svetsen (23) har en tjocklek mindre än “A av plâttjocklekenPost according to claim 1, characterized in that the weld (23) has a thickness less than “A of the plate thickness 3. Stolpe enligt patentkrav 1 eller 2, kännetecknad av att kanterna (21,22) mot svetsen är avfasade.Post according to Claim 1 or 2, characterized in that the edges (21, 22) against the weld are chamfered. 4. Stolpe enligt något av föregående patentkrav, kännetecknad av att svetsen (23) är en lasersvets.Post according to one of the preceding claims, characterized in that the weld (23) is a laser weld. 5. Stolpe enligt något av föregående patentkrav, kännetecknad av att den är en belysningsstolpe vid väg och har en längsgående svetsad skarv (17-20, 24) riktad mot trafiken.Post according to one of the preceding claims, characterized in that it is a lighting post by the road and has a longitudinally welded joint (17-20, 24) directed towards the traffic. 6. Stolpe enligt patentkrav 5, kännetecknad av att belysningsstolpen är rullformad och har endast en längsgående skarv (24).Post according to Claim 5, characterized in that the lighting post is roll-shaped and has only one longitudinal joint (24). 7. Sätt att arrangera vägbelysning med lyktstolpar av plåt som har rund eller polygonal tvärsektion och en eller flera längsgående svetsade skarvar (17-20; 24), kännetecknat av att man använder stolpar som har en längsgående svetsad stumskarv (17-20; 24) med en svets (23) som har mindre tjocklek tvärs plåten än plåttjockleken och positionerar stolparna så att denna skarv blir riktad mot trafiken.Method of arranging road lighting with metal lampposts having a round or polygonal cross-section and one or more longitudinally welded joints (17-20; 24), characterized by the use of poles having a longitudinally welded butt joint (17-20; 24) with a weld (23) that has a smaller thickness across the plate than the plate thickness and positions the posts so that this joint is directed towards the track. 8. Sätt enligt patentkrav 7, kännetecknat av att man använder stolpar med lasersvetsad skarv med en svetstjocklek mindre än °/4 av plåttjockleken.Method according to Claim 7, characterized in that posts with laser-welded joints with a welding thickness of less than 0/4 of the plate thickness are used. 9. Sätt enligt patentkrav 8, kännetecknad av att man använder stolpar som är rullformade i ett stycke så att de har fått endast en längsgående skarv (24).Method according to Claim 8, characterized in that posts which are rolled in one piece are used in such a way that they have only one longitudinal joint (24).
SE1100211A 2011-03-23 2011-03-23 Compliant post and way of arranging road lighting SE535989C2 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
SE1100211A SE535989C2 (en) 2011-03-23 2011-03-23 Compliant post and way of arranging road lighting
US14/006,365 US20140000180A1 (en) 2011-03-23 2012-03-22 Yielding Post of Thin Sheet Metal and Method of Arranging Street Lighting
PT127607000T PT2689070T (en) 2011-03-23 2012-03-22 Yielding post of thin sheet metal and method of arranging street lighting
EP12760700.0A EP2689070B9 (en) 2011-03-23 2012-03-22 Yielding post of thin sheet metal and method of arranging street lighting
PL12760700T PL2689070T3 (en) 2011-03-23 2012-03-22 Yielding post of thin sheet metal and method of arranging street lighting
ES12760700.0T ES2610757T3 (en) 2011-03-23 2012-03-22 Flexible post of thin sheet and procedure to arrange street lighting
PCT/SE2012/000041 WO2012128693A1 (en) 2011-03-23 2012-03-22 Yielding post of thin sheet metal and method of arranging street lighting
DK12760700.0T DK2689070T3 (en) 2011-03-23 2012-03-22 Resilient rod (mast) of thin metal plate and method of applying street lighting.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE1100211A SE535989C2 (en) 2011-03-23 2011-03-23 Compliant post and way of arranging road lighting

Publications (2)

Publication Number Publication Date
SE1100211A1 SE1100211A1 (en) 2012-09-24
SE535989C2 true SE535989C2 (en) 2013-03-19

Family

ID=46879605

Family Applications (1)

Application Number Title Priority Date Filing Date
SE1100211A SE535989C2 (en) 2011-03-23 2011-03-23 Compliant post and way of arranging road lighting

Country Status (8)

Country Link
US (1) US20140000180A1 (en)
EP (1) EP2689070B9 (en)
DK (1) DK2689070T3 (en)
ES (1) ES2610757T3 (en)
PL (1) PL2689070T3 (en)
PT (1) PT2689070T (en)
SE (1) SE535989C2 (en)
WO (1) WO2012128693A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB201212888D0 (en) * 2012-07-19 2012-09-05 Signpost Solutions Ltd Support assembly
DE102016205447A1 (en) * 2016-04-01 2017-10-05 Innogy Se Support structure for a wind turbine
DE102019101330A1 (en) 2019-01-18 2020-07-23 Innogy Se Support structure for a wind turbine

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB396745A (en) 1932-02-03 1933-08-03 Aubrey Frederic Burstall Improvements in and relating to hollow metal structures such as masts, poles, and crane jibs
US3217459A (en) * 1962-09-17 1965-11-16 Roy E Meyer Tower structure
US3936206A (en) * 1975-02-18 1976-02-03 Bruce-Lake Company Tubular pole slip joint construction
SE446640B (en) * 1983-04-08 1986-09-29 Lars Svensson POST consisting of a weakened metal bearing profile made of metal
US4724975A (en) * 1986-06-18 1988-02-16 Cbi Research Corporation High-pressure structure made of rings with peripheral weldments of reduced thickness
DE9202757U1 (en) * 1992-03-02 1992-10-29 König, Reinhard, Dr.-Ing., 7505 Ettlingen mast
NO316629B1 (en) * 2001-09-28 2004-03-15 Euromast As Connecting device for masts, posts and similar bar structures
US20050252160A1 (en) * 2004-05-12 2005-11-17 Jerry Miller Method of forming joints of non-cylindrical tubing
US20080250752A1 (en) * 2007-04-12 2008-10-16 Hapco Aluminum Pole Products Embeddable breakaway utility pole
SE531195C2 (en) 2007-04-13 2009-01-13 Ortic 3D Ab Resilient post and way to manufacture such
BE1017649A7 (en) * 2007-06-15 2009-03-03 Safety Product Nv ROAD SAFE POLE.
DE602007002179D1 (en) * 2007-06-20 2009-10-08 Siemens Ag Wind turbine tower and method of constructing a wind turbine tower
JP5022440B2 (en) * 2007-08-31 2012-09-12 三菱重工業株式会社 Flange joint for tubular members
AU2008229948B2 (en) * 2008-10-15 2016-08-11 Plasgain Pty Ltd An Impact Absorbing Pole

Also Published As

Publication number Publication date
EP2689070A4 (en) 2014-11-12
EP2689070A1 (en) 2014-01-29
SE1100211A1 (en) 2012-09-24
DK2689070T3 (en) 2017-01-30
EP2689070B1 (en) 2016-10-12
EP2689070B9 (en) 2017-08-16
ES2610757T3 (en) 2017-05-03
PT2689070T (en) 2017-01-04
PL2689070T3 (en) 2017-06-30
WO2012128693A1 (en) 2012-09-27
US20140000180A1 (en) 2014-01-02

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