EP2689070B1 - Yielding post of thin sheet metal and method of arranging street lighting - Google Patents
Yielding post of thin sheet metal and method of arranging street lighting Download PDFInfo
- Publication number
- EP2689070B1 EP2689070B1 EP12760700.0A EP12760700A EP2689070B1 EP 2689070 B1 EP2689070 B1 EP 2689070B1 EP 12760700 A EP12760700 A EP 12760700A EP 2689070 B1 EP2689070 B1 EP 2689070B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sheet metal
- post
- posts
- joint
- weld
- Prior art date
- Legal status (The legal status 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 status listed.)
- Active
Links
- 239000002184 metal Substances 0.000 title claims description 24
- 238000000034 method Methods 0.000 title claims description 5
- 210000001503 joint Anatomy 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
- E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
- E01F9/623—Upright 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
- E01F9/631—Upright 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
- E01F9/635—Upright 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
Definitions
- the invention relates to yielding posts of sheet metal that have a round or polygonal cross-section and one or more longitudinal welded joints.
- the invention also relates to a method of arranging street lighting with yielding posts.
- Lamp posts along roads shall now be yielding and decelerate a colliding vehicle over a fairly long distance. This is achieved if the posts bend backwards over the vehicle, so that the entire post is deformed when the vehicle continues forwards.
- Conical posts are known from WO 2008/127168 that are roll-formed and have a welded longitudinal joint. Such roll-formed posts can be produced from such a small sheet metal thickness that they bend on collision in spite of being very sturdy against wind forces. Tall posts have such a large diameter at the bottom, however, that they can offer undesirably great resistance before they bend.
- GB 396 745 A discloses a post consisting of metal plates or rolled metal sections with one or more longitudinal welded butt joints.
- An object of the invention is to ensure that the post bends backwards when run into. Another object is to make the production of the post simpler and faster and more reliable.
- posts are used that have a longitudinal welded butt joint with a weld that is thinner than the sheet metal thickness and the posts are positioned so that this joint is directed towards the traffic.
- the invention is defined by claim 1 and claim 6, respectively.
- FIG 1 shows a lamp post composed of several tapering metal sheets 11-14, which means that the post tapers conically upwards.
- the sheets can be flat, but can also have longitudinal folds 15, 16.
- the sheets are joined together by longitudinal welded joints 17-20.
- Figure 2 shows the joint 17 enlarged.
- the edges of the opposing sheets 11, 12 have bevels 21, 22, so that the contact surfaces of the edges are smaller than the sheet metal thickness and are welded together, preferably by laser welding, so that the thickness of the butt welds 23 across the sheet is smaller than the sheet metal thickness.
- the welds do not cover the whole sheet metal thickness. They should cover at most % of the sheet metal thickness, i.e.
- Figure 3 shows a post that is roll formed from one piece so that it has only one longitudinal joint 24 that is executed in the manner described with reference to figure 2 .
- the post has been roll formed in thin sheet metal with a sheet metal thickness of 1-2 mm, e.g. 1.5 mm, and it has a number of areas 25 with stiffening folds with threefold 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 be flattened in the event of crash loading. If the post has a polygonal cross-section, the stiffenings 25 can expediently be formed as corners as shown, but the post can alternatively have a circular cross-section.
- the corners stiffened against wind forces are deformed more easily in the event of crash loading than the other corners in the polygonal cross-section and the joint 24 can expediently be executed in one of the corners stiffened against wind forces.
- Lamp posts according to figure 3 should be placed along the road so that the joint 24 is directed towards the traffic.
- Posts according to figure 1 have so many joints that they do not necessarily need to be positioned with a joint directly facing the traffic. There are always one or two of the joints that are directed towards the traffic, regardless of the rotary position of the posts in relation to the traffic.
- a roll-formed post according to figure 3 can also be roll formed in several parts and like the example in figure 1 have several longitudinal welds.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Signs Or Road Markings (AREA)
Description
- The invention relates to yielding posts of sheet metal that have a round or polygonal cross-section and one or more longitudinal welded joints. The invention also relates to a method of arranging street lighting with yielding posts.
- Lamp posts along roads shall now be yielding and decelerate a colliding vehicle over a fairly long distance. This is achieved if the posts bend backwards over the vehicle, so that the entire post is deformed when the vehicle continues forwards. Conical posts are known from
WO 2008/127168 that are roll-formed and have a welded longitudinal joint. Such roll-formed posts can be produced from such a small sheet metal thickness that they bend on collision in spite of being very sturdy against wind forces. Tall posts have such a large diameter at the bottom, however, that they can offer undesirably great resistance before they bend. -
GB 396 745 A - An object of the invention is to ensure that the post bends backwards when run into. Another object is to make the production of the post simpler and faster and more reliable.
- According to the invention, posts are used that have a longitudinal welded butt joint with a weld that is thinner than the sheet metal thickness and the posts are positioned so that this joint is directed towards the traffic. The invention is defined by claim 1 and claim 6, respectively.
-
-
Figure 1 shows the cross-section of a lamp post as an example of the invention. -
Figure 2 shows the circled part offigure 1 enlarged. -
Figure 3 shows another example of the invention in cross section. -
Figure 1 shows a lamp post composed of several tapering metal sheets 11-14, which means that the post tapers conically upwards. The sheets can be flat, but can also havelongitudinal folds Figure 2 shows thejoint 17 enlarged. The edges of theopposing sheets bevels butt welds 23 across the sheet is smaller than the sheet metal thickness. Thus the welds do not cover the whole sheet metal thickness. They should cover at most % of the sheet metal thickness, i.e. have a thickness t1 less than ¾ of the sheet metal thickness t2 and they thereby form weaknesses that give way easily if they are run into directly and allow the post to be flattened out and bend in the desired manner, but the welds are sufficiently strong not to constitute weaknesses in relation to wind forces. By making a weld that does not cover the sheet metal thickness, the welding can be carried out faster and still be more reliable. The current can be reduced and altogether, the production will be faster at a reduced cost. -
Figure 3 shows a post that is roll formed from one piece so that it has only onelongitudinal joint 24 that is executed in the manner described with reference tofigure 2 . The post has been roll formed in thin sheet metal with a sheet metal thickness of 1-2 mm, e.g. 1.5 mm, and it has a number ofareas 25 with stiffening folds with threefold sheet metal in the manner described inWO 2008/127168 , to which reference is made. The stiffenedareas 25 are strong against wind forces but allow the post to be flattened in the event of crash loading. If the post has a polygonal cross-section, thestiffenings 25 can expediently be formed as corners as shown, but the post can alternatively have a circular cross-section. - The corners stiffened against wind forces are deformed more easily in the event of crash loading than the other corners in the polygonal cross-section and the
joint 24 can expediently be executed in one of the corners stiffened against wind forces. Lamp posts according tofigure 3 should be placed along the road so that the joint 24 is directed towards the traffic. - Posts according to
figure 1 have so many joints that they do not necessarily need to be positioned with a joint directly facing the traffic. There are always one or two of the joints that are directed towards the traffic, regardless of the rotary position of the posts in relation to the traffic. A roll-formed post according tofigure 3 can also be roll formed in several parts and like the example infigure 1 have several longitudinal welds.
Claims (8)
- Yielding post of thin sheet metal with a polygonal or round cross-section with at least one longitudinal welded joint (17-20; 24), characterised in that the joint is a longitudinal welded butt joint, and in that the weld (23) has a smaller thickness across the sheet metal than the sheet metal thickness and covers at most % of the sheet metal thickness.
- Post according to claim 1, characterised in that the edges (21, 22) facing the weld are bevelled.
- Post according to any of the preceding claims, characterised in that the weld (23) is a laser weld.
- Post according to any of the preceding claims, characterised in that it is a lighting post by the road and has the at least one longitudinal welded joint (17-20, 24) intended to be directed towards the traffic.
- Post according to claim 4, characterised in that the lighting post is roll formed and has only one longitudinal welded joint (24).
- Method of arranging street lighting with yielding lamp posts of sheet metal that have a round or polygonal cross-section and one or more longitudinal welded joints (17-20; 24), characterised in that posts are used that have one longitudinal welded butt joint (17-20; 24) with a weld (23) that has a smaller thickness across the sheet metal than the sheet metal thickness and covers at most % of the sheet metal thickness, wherein the posts are positioned so that this joint is directed towards the traffic.
- Method according to claim 6, characterised in that posts are used with a laser welded joint
- Method according to claim 7, characterised in that posts are used that are roll formed in one piece so that they have only one longitudinal welded joint (24).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL12760700T PL2689070T3 (en) | 2011-03-23 | 2012-03-22 | Yielding post of thin sheet metal and method of arranging street lighting |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE1100211A SE535989C2 (en) | 2011-03-23 | 2011-03-23 | Compliant post and way of arranging road lighting |
PCT/SE2012/000041 WO2012128693A1 (en) | 2011-03-23 | 2012-03-22 | Yielding post of thin sheet metal and method of arranging street lighting |
Publications (4)
Publication Number | Publication Date |
---|---|
EP2689070A1 EP2689070A1 (en) | 2014-01-29 |
EP2689070A4 EP2689070A4 (en) | 2014-11-12 |
EP2689070B1 true EP2689070B1 (en) | 2016-10-12 |
EP2689070B9 EP2689070B9 (en) | 2017-08-16 |
Family
ID=46879605
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12760700.0A Active EP2689070B9 (en) | 2011-03-23 | 2012-03-22 | Yielding post of thin sheet metal and method of arranging street 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)
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)
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 |
US20100058673A1 (en) * | 2007-08-31 | 2010-03-11 | Mitsubishi Heavy Industries Ltd | Tubular-member flange coupling |
AU2008229948B2 (en) * | 2008-10-15 | 2016-08-11 | Plasgain Pty Ltd | An Impact Absorbing Pole |
-
2011
- 2011-03-23 SE SE1100211A patent/SE535989C2/en unknown
-
2012
- 2012-03-22 PT PT127607000T patent/PT2689070T/en unknown
- 2012-03-22 ES ES12760700.0T patent/ES2610757T3/en active Active
- 2012-03-22 PL PL12760700T patent/PL2689070T3/en unknown
- 2012-03-22 US US14/006,365 patent/US20140000180A1/en not_active Abandoned
- 2012-03-22 EP EP12760700.0A patent/EP2689070B9/en active Active
- 2012-03-22 DK DK12760700.0T patent/DK2689070T3/en active
- 2012-03-22 WO PCT/SE2012/000041 patent/WO2012128693A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
DK2689070T3 (en) | 2017-01-30 |
SE535989C2 (en) | 2013-03-19 |
PT2689070T (en) | 2017-01-04 |
SE1100211A1 (en) | 2012-09-24 |
US20140000180A1 (en) | 2014-01-02 |
EP2689070A1 (en) | 2014-01-29 |
EP2689070A4 (en) | 2014-11-12 |
EP2689070B9 (en) | 2017-08-16 |
WO2012128693A1 (en) | 2012-09-27 |
ES2610757T3 (en) | 2017-05-03 |
PL2689070T3 (en) | 2017-06-30 |
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