DK1948869T3 - Bridal Base for vejpæle - Google Patents

Bridal Base for vejpæle Download PDF

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Publication number
DK1948869T3
DK1948869T3 DK06812815.6T DK06812815T DK1948869T3 DK 1948869 T3 DK1948869 T3 DK 1948869T3 DK 06812815 T DK06812815 T DK 06812815T DK 1948869 T3 DK1948869 T3 DK 1948869T3
Authority
DK
Denmark
Prior art keywords
base according
rollers
bolts
friction reducing
support plate
Prior art date
Application number
DK06812815.6T
Other languages
Danish (da)
Inventor
Oddbjörn Nes
Original Assignee
Saferoad As
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 Saferoad As filed Critical Saferoad As
Application granted granted Critical
Publication of DK1948869T3 publication Critical patent/DK1948869T3/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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Connection Of Plates (AREA)

Description

DESCRIPTION
[0001] The invention relates to a breakaway base according to the introductory part of claim 1, for road columns, particularly road columns for roads with high velocity and heavy traffic.
Background [0002] Road columns with a breakaway base (slip base) have been known for years. The brochure "Avskjæringsledd" published by Orsta Stålindustri January 1997, describes a breakway base with two triangular dishes bolted together. The breakaway base is clamped together with three bolts, one at each corner. The dishes have open slots instead of bores. This lets the upper dish and the column slide out of the bolts upon an impact, hence the term "slip base" Between the dishes is inserted a thin (0,7 mm) galvanized intermediate sheet or dish with a hole in each corner for the bolts. This is to avoid the bolts "working" out of the slots due to vibration if the bolts are not tightened. The bolts are easily broken out of the intermediate dish due to its thinness.
[0003] Columns with such a breakaway base have functioned well, but in some cases, the columns have not been released. Due to this, the authorities in some countries have turned negative to this prior art design. The reason for not releasing may have been due to a car impacting the road column at some height above the base, e.g. at an opening, when the road column is arranged on a downward slope. The friction of the breakaway base is relatively high, thus when a car impacts at some distance from the base, the bending moment increases at the base thereby increasing the friction. The tube of the road column lacks the strength to transfer the load necessary to release the breakaway base and the road column will break at the point of impact. There is also a risk that the breakaway base will sieze due to corrosion between the dishes.
[0004] Further, US 6 540 196 B describes a breakaway base according to the preamble of claim 1.
Objects [0005] The main object of the invention is to ensure that the breakaway base releases even when a car impacts it at some distance from the base. A further object is to provide a breakaway base which is not liable to siezing and decreasing breakaway function due to long service and weathering.
The Invention [0006] The invention is stated in claim 1. Further features of the invention are stated in claims 2-9.
[0007] With this breakaway base, the release of the breakaway base is ensured at an impact, also when the impact is at some distance from the base, when the base is located on a downward slope.
[0008] As stated in claim 1, rollers particularly of metal are used as friction reducing elements. Multiple rollers are arranged between the dishes (foot flange and carrier plate) to reduce the friction, and the dishes having the friction reducing elements may be circular to arrange the rolls optimally along the edge, and make the dishes more resistant to bending of the edges.
[0009] The novel breakaway base may have a short straight edge for arrangement parallel to the road/direction of traffic, so that the rollers may be perpendicular to the road and enhance the effect at a collision. Tests have also been conducted with rollers arranged parallel to the road, also giving reduced friction compared to prior art breakaway bases.
[0010] Further details of the invention will appear from the examples.
Examples [0011] The invention is described more in detail with reference to the drawings, wherein Figure 1 shows an exploded perspective view of an embodiment of the invention,
Figure 2 show a cross section elevation view with an axial section of the socket with the breakaway base of Figure 1,
Figure 3 show a plan view of a sheet according to the invention, and Figure 4 shows an alternative spacer sheet with roller holders.
[0012] The main elements of Figure 1 are a road column 11, a socket 12 provided for mounting on a fundament (not shown). The road column 11 is manufactured of a conical or stepwise tapered steel tube 13 with a foot flange 14 welded on the lower end of the steel tube 13 with three supporting webs 15. For short road columns for low loads, the webs is may be omitted. The flange 14 has a straight part 16 intended, in use, to be parallel to the road edge, and three notches 17 spaced 120° around the circumference. The notches 17 are intended to accommodate bolts 18 to be described in the following. The flange 14 can also be a closed dish.
[0013] The socket 12 has a base dish 19, in the illustrated embodiment quadratic, with a bore hole 20 at each corner for fastening to a fundament not shown, e.g. of concrete, with imbedded bolts. The base dish 19 carries a carrier plate 21 on a tubular collar 22, said parts being joined by welding. The carrier plate 21 of this embodiment has a mating design of notches 23 as the foot flange and a corresponding flange design. This implies having a straight edge 24. The nuts for fastening the bolts 18 are designated 25, while the nuts for fastening the base dish 19 have reference numeral 31.
[0014] Intermediate the foot flange 14 and the carrier plate 21 are embedded series of rollers 26 of steel or similar pressure resistant material. The rollers 26 are arranged in openings 28 in an intermediate or spacer sheet 27 shown in Figure 3. The rollers may have a diameter of 6 mm.
[0015] The design of the arrangement of the rollers 26 shown in Figure 3 is particularly advantageous, but other arrangements can also be used.
[0016] As an alternative to the openings 28, slots accommodating multiple rollers can be used. The intermediate sheet 27 is relatively thin, e.g. 0,7 mm, and is provided with holes 29 for the bolts 18. The purpose of the intermediate sheet 27 is twofold,: 1) to keep the position of the bolts until the sideward load on the breakaway base exceeds a certain level, tearing off the intermediate sheet, and additionally 2) to keep the rollers 26 in place.
[0017] The design of the openings 28 and thus of the arrangement of the rollers 26, is shown in Figure 3. The rollers 26 are arranged with the axis perpendicularly to the straight edge 30, which, when the intermediate sheet 27 is mounted, will be parallel to the road edge. The friction reducing elements preferably are arranged in multiple groups, e.g. three groups, distributed over the face of contact.
[0018] Figure 2 shows how the rollers 26 are clamped between the foot flange 14 and the carrier plate 21. This embodiment has an annular socket 19 with a bevelled inner edge 32 joining a central collar 33.
[0019] The number of rollers is determined by the maximum bending torque, to avoid pressing of the rollers into the dishes or the rollers being deformed. In the intermediate sheet 27, with the openings for the rollers, the rollers are fixed by wax or a glue sheet. This will make the mounting easier. Road columns with breakaway base according to the invention are normally delivered factory mounted, to ensure proper mounting and right make up torque of the bolts.
[0020] Figure 4 shows an embodiment of an intermediate sheet 34 with rectangular openings 35 in a corresponding symmetrical arrangement as in Figure 3, for rollers 36. In this case groups of four rollers 36 are inserted in cassette frames or roller holders 37 arranged in the openings 35. This makes the transport of the rollers and the mounting of the rollers in the breakaway base easier and less demanding.
REFERENCES CITED IN THE DESCRIPTION
This list of references cited by the applicant is for the reader's convenience only. It does not form part of the European patent document. Even though great care has been taken in compiling the references, errors or omissions cannot be excluded and the EPO disclaims all liability in this regard.
Patent documents cited in the description
Non-patent literature cited in the description • AvskjæringsleddOrsta Stålindustril9970100100021

Claims (9)

1. Brudsokkel til vejpæle (11), hvori en bæreplade (21) er monteret på en bærer (19) forankret i jorden som bærer for en fodflange (14) for søjlens (11) nedre ende, hvilken bæreplade (21) og fodflangen (14) er forbundet med mindst to ak-sielt arrangerede fastgørelsesbolte (18) sikret med møtrikker, hvori mindst en af fodflangen (14) og bærepladen (21) har udtag (17, 23) for boltene (18), og som tillader frigørelse af boltene (18) ved siderettet påvirkning, og hvori et element, især i en mellemplade (27) med huller (29) til fastgørelsesboltene, er arrangeret til at holde boltene (18) på plads under normal brug, idet flere friktionsreducerende elementer (26) er arrangeret til at reducere friktionen ved sideværts skridning mellem fodflangen (14) og bærepladen (21), kendetegnet ved, at de friktionsreducerende elementer er ruller (26), især af metal.Road breaking bracket (11), wherein a support plate (21) is mounted on a support (19) anchored to the ground supporting a foot flange (14) for the lower end of the column (11), which support plate (21) and the foot flange (21) 14) is connected to at least two axially arranged fastening bolts (18) secured by nuts, in which at least one of the foot flange (14) and the support plate (21) has outlets (17, 23) for the bolts (18) and which permit the release of the bolts (18) at lateral impact, and wherein an element, especially in an intermediate plate (27) with holes (29) for the fastening bolts, is arranged to hold the bolts (18) in place during normal use, with several friction reducing elements (26) is arranged to reduce friction by lateral sliding between the foot flange (14) and the support plate (21), characterized in that the friction reducing elements are rollers (26), especially of metal. 2. Brudsokkel ifølge krav 1, kendetegnet ved, at rullerne (26) er arrangeret med deres akse vinkelret på en tilstødende vejkant.Breaking base according to claim 1, characterized in that the rollers (26) are arranged with their axis perpendicular to an adjacent road edge. 3. Brudsokkel ifølge ethvert af krav 1 og 2, kendetegnet ved, at mellempladen (27) har åbninger (28) til de friktionsreducerende elementer (26).Broken base according to any one of claims 1 and 2, characterized in that the intermediate plate (27) has openings (28) for the friction reducing elements (26). 4. Brudsokkel ifølge ethvert af krav 1 til 3, kendetegnet ved, at fodflangen (14) og bærepladen (21) er mindst i det væsentlige cirkulære.The fracture base according to any one of claims 1 to 3, characterized in that the foot flange (14) and the support plate (21) are at least substantially circular. 5. Brudsokkel ifølge krav 4, kendetegnet ved, at mindst et af elementerne (14, 21) har en lige del (16, 24) til arrangering parallelt med vejkanten.Breaking base according to claim 4, characterized in that at least one of the elements (14, 21) has an equal part (16, 24) for arrangement parallel to the road edge. 6. Brudsokkel ifølge ethvert af krav 1 til 5, kendetegnet ved, at de friktionsreducerende elementer er arrangeret i flere grupper fordelt på anlægsfladen.Breaking base according to any one of claims 1 to 5, characterized in that the friction reducing elements are arranged in several groups distributed on the abutment surface. 7. Brudsokkel ifølge krav 3, kendetegnet ved, at mellempladen (27) er tilvejebragt for at holde de friktionsreducerende elementer under montering.Breaking base according to claim 3, characterized in that the intermediate plate (27) is provided to hold the friction reducing elements during mounting. 8. Brudsokkel ifølge ethvert af krav 1 til 7, kendetegnet ved, at den omfatter rulleholdere (37), som holder grupper af ruller sammen under montering og brug.Broken base according to any one of claims 1 to 7, characterized in that it comprises roller holders (37) which hold groups of rollers together during assembly and use. 9. Brudsokkel ifølge krav 8, kendetegnet ved, at rulleholderne (37) har rammestruktur, fortrinsvis med fire ruller (36) i hver.Breaking base according to claim 8, characterized in that the roller holders (37) have a frame structure, preferably with four rollers (36) in each.
DK06812815.6T 2005-11-07 2006-11-07 Bridal Base for vejpæle DK1948869T3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20055220A NO325205B1 (en) 2005-11-07 2005-11-07 Road mast intersection joint
PCT/NO2006/000399 WO2007053040A1 (en) 2005-11-07 2006-11-07 Breakaway base for road columns

Publications (1)

Publication Number Publication Date
DK1948869T3 true DK1948869T3 (en) 2016-07-04

Family

ID=35432914

Family Applications (1)

Application Number Title Priority Date Filing Date
DK06812815.6T DK1948869T3 (en) 2005-11-07 2006-11-07 Bridal Base for vejpæle

Country Status (4)

Country Link
EP (1) EP1948869B1 (en)
DK (1) DK1948869T3 (en)
NO (1) NO325205B1 (en)
WO (1) WO2007053040A1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102400445A (en) * 2010-09-08 2012-04-04 韩国建设技术研究院 Sliding base structure provided with clamping device
GB2509776B (en) * 2013-01-15 2020-07-08 Ritherdon & Company Ltd Passively safe roadside cabinet
NO339575B1 (en) * 2015-06-08 2017-01-09 Ferrozink Trondheim As Assembly for adjustable mounting of post, beam or similar to foundation.
NO343828B1 (en) * 2016-06-14 2019-06-17 K Manger Konsulenttjenester As An adjustment device for a post foundation that shall be inserted into the ground, method for adjusting the position of a post connected to an adjustment device, and the use of said adjustment device.
GB2621152A (en) * 2022-08-03 2024-02-07 Francis & Lewis International Ltd Stub bypass apparatus

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4926592A (en) * 1989-02-10 1990-05-22 Unistrut International Corp. Breakaway sign post coupling
US6422783B1 (en) * 2000-12-29 2002-07-23 Northwest Pipe Company Breakaway post slipbase
US6540196B1 (en) * 2002-02-06 2003-04-01 Western Highway Products, Inc. Break away support structure coupling
US6868641B2 (en) * 2002-05-01 2005-03-22 Michael D. Conner Breakaway post base

Also Published As

Publication number Publication date
EP1948869B1 (en) 2016-04-06
EP1948869A1 (en) 2008-07-30
EP1948869A4 (en) 2014-05-07
WO2007053040A1 (en) 2007-05-10
NO20055220D0 (en) 2005-11-07
NO325205B1 (en) 2008-02-25

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