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WO2001036750A1 - Mast - Google Patents

Mast Download PDF

Info

Publication number
WO2001036750A1
WO2001036750A1 PCT/NO2000/000381 NO0000381W WO0136750A1 WO 2001036750 A1 WO2001036750 A1 WO 2001036750A1 NO 0000381 W NO0000381 W NO 0000381W WO 0136750 A1 WO0136750 A1 WO 0136750A1
Authority
WO
WIPO (PCT)
Prior art keywords
mast
profile
fastening
anyone
fastening profile
Prior art date
Application number
PCT/NO2000/000381
Other languages
French (fr)
Inventor
Kim E. Heglund
Original Assignee
Juralco A/S
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 Juralco A/S filed Critical Juralco A/S
Priority to AU24116/01A priority Critical patent/AU2411601A/en
Publication of WO2001036750A1 publication Critical patent/WO2001036750A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2253Mounting poles or posts to the holder
    • 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
    • E01F9/638Upright 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 connection of stud-and-socket type, e.g. spring-loaded
    • 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
    • E01F9/642Upright 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 friction-coupled
    • 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
    • E01F9/696Overhead structures, e.g. gantries; Foundation means specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal

Definitions

  • This invention relates to a mast for traffic information or lighting purposes, such as traffic signposts, light signal posts, full and half gantries, street lighting posts or similar.
  • the invention shows a mast which posess both resilient and energy absorbing properties in the case of a collision or another major, mechanical impact. Furthermore, the ability of the mast to absorbing energy can be dimensioned according to requirements.
  • HE masts high energy absorbing masts
  • LE masts low energy absorbing masts
  • NE masts non energy absorbing masts
  • Figure 1 shows principle and mode of operation for a non energy absorbing mast (NE mast) .
  • the non energy absorbing mast will be squeezed together, bend and be released at the bottom. This is generally achieved by means of a rupture joint. Thereafter, the non energy absorbing mast is conveyed over and behind the vehicle. The NE-mast does not absorb energy, and the velocity of the vehicle is not reduced.
  • Low energy absorbing masts LE-masts
  • HE masts high energy absorbing masts
  • HE masts are constructed so that they stop a vehicle at a collision. As opposed to the NE masts, HE masts are not broken off at a collision with a vehicle.
  • the reason for dividing essentially between HE-masts and LE-masts is that different resistances are provided when a vehicle collides with a mast.
  • HE and LE masts are constructed with different abilities to absorb energy. The reason for this is that a certain allowed maximum limit for the mentioned resistance is determined in European standard EN 12767, in order to reduce the danger of injuries to persons being in the vehicle .
  • HE masts When colliding with a HE or LE mast, the mast is squeezed together and bends in front of the vehicle during the complete collision incident. Simultaneously, the vehicle is retained. In the case of HE masts, the vehicle is completely stopped, while in the case of LE masts, the vehicle continues onwards with reduced velocity. The shorter a mast, the more resistance will have to be exerted by the mast on the vehicle in order to stop it in the case of a collision. For this reason, HE masts are rather more suitable for tall masts, above approx. 6 m, e.g. lighting masts .
  • the LE-mast is designed to reduce the velocity of the vehicle in part before breaking off and letting the vehicle continue onwards.
  • masts are in particular suitable, e.g. for short signposts and light signal posts in towns and villages.
  • Figure 2A shows principle and mode of operation of a LE mast at a collision between a vehicle and a LE mast
  • figure 2B shows principle and mode of operation for a HE mast at a collision between a vehicle and a HE mast.
  • the invention according to NO 160458 relates to a post comprising a casing and bars adapted for static cooperation with each other and connected to each other so that the cooperation is broken when a local load of a predetermined size is applied in the transversal direction.
  • the post is characterized in that per se known internal grooves, which form lines of fracture, are provided in the corners of the casing, which is shaped as a polygonal member and manufactured by extruding, and open channels are arranged at least on some sides of the casing, delimited by tongues protruding inwards, and the bars are suitably located in the channels, preferably being pretensioned.
  • a base is provided for mounting the casing and the bars (claim 1) .
  • Channels having tongues stand in static cooperation with the bars.
  • the bars have no through-going holes, and moreover, no reinforcement member is arranged in each bar (figs. 1 og 2) .
  • a post as described in NO 160458 will work only as a HE mast. At a possible collision, it will not break, but rather collapse. For this reason, a vehicle colliding with a mast as described in NO 160458 will not continue onwards, but be stopped by the mast.
  • a post as it is described in NO 160458 will only work as a HE mast and be less suitable as a LE mast, in particular for purposes where shorter LE-masts are required. If a mast according to NO 160458 is utilized for shorter masts, the consequences of a collision may firstly be that the mast can cause larger personal injuries than necessary, and secondly, that the mast may cause major and irrepairable damages to the vehicle.
  • the mast according to this invention will not break instantly, but first retain the vehicle and break thereafter, so that the vehicle will continue onwards with a somewhat reduced velocity. How much the velocity (resistance) should be reduced before the mast breaks off, can be predetermined by different dimensioning of the mast according to the invention.
  • a mast for traffic information and/or lighting purposes such as signposts, light signal posts, half and full gantries, street lighting posts or similar, has been deve- loped.
  • the mast comprises at least one mast profile and a fastening profile being joined in complimentary, mutual contacting surfaces by friction/retaining.
  • Novel and special features of the invention are that one or more holes are formed in the cross section of each fastening profile, where each hole is adapted for arranging at least one longitudinal reinforcement member.
  • the invention is not limited to traffic information and/or lighting purposes, but can also be supporting structure for electric cables, telecommunication cables or similar.
  • Figure 1 shows principle and mode of operation for a NE mas at a collision between a vehicle and the NE mast.
  • Figure 2 shows principle and mode of operation for a LE mast / HE mast at a collision between a vehicle and the LE mast / HE mast.
  • Figure 3 is a cross section of a fastening profile.
  • Figure 4 is a cross section of a fastening profile in cooperation with a mast profile.
  • Figure 5 is an exploded view of an embodiment of the invention.
  • Figure 6 shows a schematic section of a mast according to the invention.
  • Figure 7 shows an embodiment of the invention where the mast is a tubular mast.
  • Figure 8A shows schematically an embodiment of the invention wherein cushioning members are arranged on each reinforcement member.
  • Figure 8B shows schematically the embodiment of fig. 8A in detail .
  • Figure 9A shows an embodiment of the invention wherein two holes are formed in the cross section of a fastening profile.
  • Figure 9B is a cross section of an embodiment of a mast according to the invention wherein each mast profile on each side in the transversal direction is connected with a second mast profile by means of stiffening elements.
  • a fastening profile is arranged which is is joined with the mast profile in complementary, mutual contacting surfaces.
  • FIG. 4 shows a fastening profile arranged in a mast profile 7, and figure 5 shows an exploded view of a mast according to the invention.
  • the mast is particularly suitable for traffic information and/or lighting purposes, such as traffic signposts, light signal posts, full and half gantries, street lighting or similar.
  • At least one mast profile 7 and a fastening profile 4 are joined in complementary, mutual contacting surfaces on the mast profile 7 by friction/retaining.
  • the mast profile 7 and the fastening profile 4 are adapted to stand proximate to each other with as large contacting surface as possible.
  • the fastening profile 4 does not have any intended effect, but at a major mechanical impact on the mast, such as at a collision, a friction effect, or retaining, of the material will occur in the contact faces between the fastening profile 4 and the mast profile 7.
  • This friction effect, or retaining, between each fastening profile 4 and the mast profile 7 leads to a locking effect between each fastening profile 4 mast profile 7 in the longitudinal direction.
  • the friction effect is sought to be increased to a maximum by making the contacting surface between each fastening profile 4 and mast profile 7 as large as possible.
  • fastening means such as welding, glueing or similar are avoided.
  • One or more holes 4A are formed in the cross section of each fastening profile 4.
  • a hole 4A is formed in the cross section of a fastening profile 4
  • a second embodiment of the invention in which two holes 4A,4B are formed in the cross section of a fastening profile 4, is shown in figures 9A og 9B.
  • more than two holes 4A, 4B may also be formed in the cross section of a fastening profile 4.
  • Each hole 4A is adapted for the arrangement of at least one longitudinal reinforcement member 8.
  • a reinforcement member 8 can be arranged in one or more fastening profiles 4, generally for reinforcing the mast, e.g. as shown in figure 5.
  • Each reinforcement member 8 is enclosed by at least parts of the fastening profile 4 and can be threaded in one end, in both ends, or along the complete member. In the case when the fastening profiles 4 extend along the complete mast, these are screwed into the ends of the mast.
  • the fastening profile 4 can in an additional embodiment extend along parts of the reinforcement member 4.
  • the fastening profile 4 can extend from one end of the reinforcement member 8 to some distance along the reinforcement member 8.
  • the length of the fastening profile 4 can be preferably 10-15 cm, but is not limited to this length.
  • Fastening profiles 4 having gripping members 5 are adapted for cooperating with corresponding gripping members 6 on mast profiles 7 being incorporated into the mast.
  • the gripping members 5,6 can extend along the complete length of each fastening profile 4 and mast profile 7, but may also be formed along a part of the mast .
  • the gripping members 5 of the fastening profile 4 are designed to fit to the gripping members 6 of the mast profile 7.
  • the gripping members 5 of the fastening profiles 4 are constructed with protruding locking list portions 5A, and intermediate locking grooves 5B are adapted for receiving locking list portions 6A on the mast profile 7.
  • Corresponding intermediate locking grooves 6B on the mast profile 7 are adapted for receiving the protruding locking list portions 5A.
  • the fastening profile 4 extends to a length of 0,5 metre from one end of the mast, and in an additional preferred embodiment the fastening profile extends to a length of 1 metre from one end of the mast .
  • each fastening profile 4 and mast profile 5 are made of aluminium or an aluminium alloy having desired properties
  • the reinforcement element 8 is made of steel. This provides a light-weight and strong structure having the desired retaining or friction properties .
  • Each mast profile 7 with corresponding fastening profile 4 can in one end be fastened to a base plate 2 with suitable fastening means, as illustrated in figure 5.
  • the figure shows an exploded view of a mast installation according to the invention including a mast 1, a base plate 2 and a base 3.
  • the mast can in an embodiment of the invention comprise a number of extended mast profiles 7, wherein each mast profile 7 on each side in the transversal direction is connected with another mast profile by means of stiffening elements 9, so that a mast having at least two lateral surfaces in which each mast profile 7 forms a corner between two stiffening elements 9.
  • a mast of this kind can e.g. be a lattice mast.
  • Figure 5 shows an embodiment of the invention in which the mast is a lattice mast.
  • the reinforcement members 8 are threaded into the fastening profiles 4, which in their turn are threaded into the mast profiles 7 of the mast.
  • the fastening profiles 4, including reinforcement members 8, are fastened on the base plate 2.
  • FIG. 6 shows a schematic section through a mast according to the invention, having fastening profiles 4 which are adapted for cooperation with mast profiles 7.
  • each fastening profile 4 extends along the complete length of the mast profile 7.
  • inventions can also be utilized for other kinds of masts, e.g. masts of the tubular type.
  • Figure 7 shows a cross section through an additional mast embodiment of the invention, wherein the mast is a tubular mast.
  • the mast advantageously meets the requirements which are set in EN 12767 for LE-masts and HE-masts, as mentioned above.
  • Each mast profile 7 and a fastening profile 4 are made of solid, light-weight and ductile materials in relation to the corresponding reinforcement member 8.
  • the reinforcement member 8 can in a preferred embodiment of the invention be made of a material having a higher mechanical strength and stiffness than the material in the mast profile 7 and the fastening profile 4.
  • Each fastening profile 4 can advantageously be shaped so that the cross sectional area of the fastening profile 7 is reduced as much as possible, while maintaining maximal friction surface between the fastening profile 4 and the mast profile 7.
  • An example of such a fastening profile 4 is shown in figure 9A, wherein the fastening profile 4 is constructed with a hole 4A adapted for arrangement of a reinforcement member 8, and a hole 4B for the purpose of reducing the cross section of the fastening profile 4.
  • Such a shape will lead to reduced material consumption, while maintaining maximal contacting surface between the fastening profile 4 and the mast profile 7.
  • each reinforcement member 8 can be adapted for arrangement of at least one cushioning member 10.
  • cushioning members 10 e.g., rubber or another suitable material .
  • An example of a mast according to the invention having such cushioning members 10 is shown in fig. 8A. Details of this embodiment are shown in fig. 8B.
  • Dimensioning of the mast and choice of material are factors which can decide whether the mast meet the criterias for LE masts and/or HE masts.
  • HE masts can e.g., if desired, be utilized for stopping a vehicle as soon as possible, preferably in the case of high lighting masts.
  • the mode of operation for the mast in the case of a major mechanical impact, such as by collision of a vehicle, will be as follows: In the normal state, the fastening profile 4 has no intended effect, but at a major mechanical impact on the mast, such as at a collision, the mast and the fastening profile 4 will bend about each other so that a friction, or retaining, effect of the material in the contacting surfaces between the fastening profile 4 and the mast profile 7. The fastening profile 4 then becomes effective and fixes the mast to the base plate 2 by means of suitable fastening means.
  • the force by which the fastening profile 4 fixes the mast to the base primarily depends on the dimensioning of the reinforcement member (s) 8.
  • the behaviour of the mast will be as explained in the introductory part of the description and as shown in figures 2A and 2B for LE-mast and HE-mast.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Cyclones (AREA)
  • Road Signs Or Road Markings (AREA)

Abstract

This invention relates to a mast for traffic information and/or lighting purposes, such as traffic signposts, light signal posts, full and half gantries, street lighting purposes or similar. The mast comprises a fastening profile having gripping members being adapted for cooperation with corresponding gripping members on a mast profile being included in the mast, and a reinforcement member which at least is enclosed in part by the fastening profile. The mast profile and the fastening profile are adapted for cooperation by means of friction effect/retaining.

Description

MAST
This invention relates to a mast for traffic information or lighting purposes, such as traffic signposts, light signal posts, full and half gantries, street lighting posts or similar. The invention shows a mast which posess both resilient and energy absorbing properties in the case of a collision or another major, mechanical impact. Furthermore, the ability of the mast to absorbing energy can be dimensioned according to requirements.
Background of the invention
Utilizing resilient masts is important for the road safety. The seriousness which an accident involving a vehicle poses to persons being inside the vehicle, can be influenced by the behaviour of supporting structures for traffic equipment when being under impact. Based on safety assessments, supporting structures for traffic equipment are made to break or yield in the case of a collision.
For a long time there has been a need for standards in respect of the functionality and the testing of such supporting structures, and a European standard (EN 12767) for this purpose was adopted in April 2000. The standard concerns three safety categories of supporting structures: high energy absorbing masts (HE masts) , low energy absorbing masts (LE masts) and - non energy absorbing masts (NE masts) .
Figure 1 shows principle and mode of operation for a non energy absorbing mast (NE mast) . At a collision, the non energy absorbing mast will be squeezed together, bend and be released at the bottom. This is generally achieved by means of a rupture joint. Thereafter, the non energy absorbing mast is conveyed over and behind the vehicle. The NE-mast does not absorb energy, and the velocity of the vehicle is not reduced.
Low energy absorbing masts (LE-masts) and high energy absorbing masts (HE masts) which in particular are suitable for use in town and suburban areas, where there may be a danger of vehicles hitting cyclists and pedestrians if non energy absorbing masts are used.
HE masts are constructed so that they stop a vehicle at a collision. As opposed to the NE masts, HE masts are not broken off at a collision with a vehicle. The reason for dividing essentially between HE-masts and LE-masts is that different resistances are provided when a vehicle collides with a mast. HE and LE masts are constructed with different abilities to absorb energy. The reason for this is that a certain allowed maximum limit for the mentioned resistance is determined in European standard EN 12767, in order to reduce the danger of injuries to persons being in the vehicle .
When colliding with a HE or LE mast, the mast is squeezed together and bends in front of the vehicle during the complete collision incident. Simultaneously, the vehicle is retained. In the case of HE masts, the vehicle is completely stopped, while in the case of LE masts, the vehicle continues onwards with reduced velocity. The shorter a mast, the more resistance will have to be exerted by the mast on the vehicle in order to stop it in the case of a collision. For this reason, HE masts are rather more suitable for tall masts, above approx. 6 m, e.g. lighting masts .
On the other hand, the LE-mast is designed to reduce the velocity of the vehicle in part before breaking off and letting the vehicle continue onwards. For this reason, such masts are in particular suitable, e.g. for short signposts and light signal posts in towns and villages. Figure 2A shows principle and mode of operation of a LE mast at a collision between a vehicle and a LE mast, and figure 2B shows principle and mode of operation for a HE mast at a collision between a vehicle and a HE mast.
Prior art
The invention according to NO 160458 relates to a post comprising a casing and bars adapted for static cooperation with each other and connected to each other so that the cooperation is broken when a local load of a predetermined size is applied in the transversal direction. The post is characterized in that per se known internal grooves, which form lines of fracture, are provided in the corners of the casing, which is shaped as a polygonal member and manufactured by extruding, and open channels are arranged at least on some sides of the casing, delimited by tongues protruding inwards, and the bars are suitably located in the channels, preferably being pretensioned. A base is provided for mounting the casing and the bars (claim 1) .
Channels having tongues stand in static cooperation with the bars. However, the bars have no through-going holes, and moreover, no reinforcement member is arranged in each bar (figs. 1 og 2) .
A post as described in NO 160458 will work only as a HE mast. At a possible collision, it will not break, but rather collapse. For this reason, a vehicle colliding with a mast as described in NO 160458 will not continue onwards, but be stopped by the mast. A post as it is described in NO 160458 will only work as a HE mast and be less suitable as a LE mast, in particular for purposes where shorter LE-masts are required. If a mast according to NO 160458 is utilized for shorter masts, the consequences of a collision may firstly be that the mast can cause larger personal injuries than necessary, and secondly, that the mast may cause major and irrepairable damages to the vehicle. With this invention, a mast avoiding the above disadvantages, which will occur at a major, external impact on the mast, is provided. At a collision, the mast according to this invention will not break instantly, but first retain the vehicle and break thereafter, so that the vehicle will continue onwards with a somewhat reduced velocity. How much the velocity (resistance) should be reduced before the mast breaks off, can be predetermined by different dimensioning of the mast according to the invention.
Summary of the invention A mast for traffic information and/or lighting purposes, such as signposts, light signal posts, half and full gantries, street lighting posts or similar, has been deve- loped. The mast comprises at least one mast profile and a fastening profile being joined in complimentary, mutual contacting surfaces by friction/retaining.
Novel and special features of the invention are that one or more holes are formed in the cross section of each fastening profile, where each hole is adapted for arranging at least one longitudinal reinforcement member.
At present, no mast exists which complies with the requirements for acceptance in the LE category and/or HE category. Tests according to EN 12767 of the mast according to this invention show that the requirements for acceptance in the LE category and HE category, depending on the length and dimensioning of the mast according to the invention.
The invention is not limited to traffic information and/or lighting purposes, but can also be supporting structure for electric cables, telecommunication cables or similar.
The invention will be described below, with reference to the accompanying drawings .
Description of the drawings
Figure 1 shows principle and mode of operation for a NE mas at a collision between a vehicle and the NE mast.
Figure 2 shows principle and mode of operation for a LE mast / HE mast at a collision between a vehicle and the LE mast / HE mast.
Figure 3 is a cross section of a fastening profile.
Figure 4 is a cross section of a fastening profile in cooperation with a mast profile.
Figure 5 is an exploded view of an embodiment of the invention.
Figure 6 shows a schematic section of a mast according to the invention. Figure 7 shows an embodiment of the invention where the mast is a tubular mast. Figure 8A shows schematically an embodiment of the invention wherein cushioning members are arranged on each reinforcement member. Figure 8B shows schematically the embodiment of fig. 8A in detail .
Figure 9A shows an embodiment of the invention wherein two holes are formed in the cross section of a fastening profile.
Figure 9B is a cross section of an embodiment of a mast according to the invention wherein each mast profile on each side in the transversal direction is connected with a second mast profile by means of stiffening elements. For each mast profile, a fastening profile is arranged which is is joined with the mast profile in complementary, mutual contacting surfaces.
Preferred embodiments Now, figs. 3-5 are referred to. A cross section of a fastening profile 4 is shown. Figure 4 shows a fastening profile arranged in a mast profile 7, and figure 5 shows an exploded view of a mast according to the invention. The mast is particularly suitable for traffic information and/or lighting purposes, such as traffic signposts, light signal posts, full and half gantries, street lighting or similar.
At least one mast profile 7 and a fastening profile 4 are joined in complementary, mutual contacting surfaces on the mast profile 7 by friction/retaining. The mast profile 7 and the fastening profile 4 are adapted to stand proximate to each other with as large contacting surface as possible. In a normal state, the fastening profile 4 does not have any intended effect, but at a major mechanical impact on the mast, such as at a collision, a friction effect, or retaining, of the material will occur in the contact faces between the fastening profile 4 and the mast profile 7. This friction effect, or retaining, between each fastening profile 4 and the mast profile 7 leads to a locking effect between each fastening profile 4 mast profile 7 in the longitudinal direction. The friction effect is sought to be increased to a maximum by making the contacting surface between each fastening profile 4 and mast profile 7 as large as possible. In this manner, the number of bolts, screws/nuts, pop rivets and similar fastening means in the structure are reduced to a minimum, and fastening means such as welding, glueing or similar are avoided. Problems which can arise with time with these fastening means are e.g that the connection between the fastening profile 4 and the mast profile 7 may loosen, or pits may form due to the above screw connections. Reinstating contact between the mast profile 7 and the fastening profile is both cost and work intensive in these cases. With this invention, these problems are avoided.
One or more holes 4A are formed in the cross section of each fastening profile 4. One embodiment of the invention, in which a hole 4A is formed in the cross section of a fastening profile 4, is shown in figures 3 and 4, and a second embodiment of the invention, in which two holes 4A,4B are formed in the cross section of a fastening profile 4, is shown in figures 9A og 9B. Moreover, more than two holes 4A, 4B may also be formed in the cross section of a fastening profile 4. Each hole 4A is adapted for the arrangement of at least one longitudinal reinforcement member 8.
A reinforcement member 8 can be arranged in one or more fastening profiles 4, generally for reinforcing the mast, e.g. as shown in figure 5. Each reinforcement member 8 is enclosed by at least parts of the fastening profile 4 and can be threaded in one end, in both ends, or along the complete member. In the case when the fastening profiles 4 extend along the complete mast, these are screwed into the ends of the mast.
The fastening profile 4 can in an additional embodiment extend along parts of the reinforcement member 4. In such an embodiment, the fastening profile 4 can extend from one end of the reinforcement member 8 to some distance along the reinforcement member 8. In such an embodiment, the length of the fastening profile 4 can be preferably 10-15 cm, but is not limited to this length.
Fastening profiles 4 having gripping members 5 are adapted for cooperating with corresponding gripping members 6 on mast profiles 7 being incorporated into the mast. The gripping members 5,6 can extend along the complete length of each fastening profile 4 and mast profile 7, but may also be formed along a part of the mast . The gripping members 5 of the fastening profile 4 are designed to fit to the gripping members 6 of the mast profile 7. In the embodiment in figures 4 and 5, the gripping members 5 of the fastening profiles 4 are constructed with protruding locking list portions 5A, and intermediate locking grooves 5B are adapted for receiving locking list portions 6A on the mast profile 7. Corresponding intermediate locking grooves 6B on the mast profile 7 are adapted for receiving the protruding locking list portions 5A.
In a preferred embodiment, the fastening profile 4 extends to a length of 0,5 metre from one end of the mast, and in an additional preferred embodiment the fastening profile extends to a length of 1 metre from one end of the mast .
In principle, any material can be utilized for the mast, but in a preferred embodiment, each fastening profile 4 and mast profile 5 are made of aluminium or an aluminium alloy having desired properties, and the reinforcement element 8 is made of steel. This provides a light-weight and strong structure having the desired retaining or friction properties .
Each mast profile 7 with corresponding fastening profile 4 can in one end be fastened to a base plate 2 with suitable fastening means, as illustrated in figure 5. The figure shows an exploded view of a mast installation according to the invention including a mast 1, a base plate 2 and a base 3. The mast can in an embodiment of the invention comprise a number of extended mast profiles 7, wherein each mast profile 7 on each side in the transversal direction is connected with another mast profile by means of stiffening elements 9, so that a mast having at least two lateral surfaces in which each mast profile 7 forms a corner between two stiffening elements 9. A mast of this kind can e.g. be a lattice mast. Figure 5 shows an embodiment of the invention in which the mast is a lattice mast. The reinforcement members 8 are threaded into the fastening profiles 4, which in their turn are threaded into the mast profiles 7 of the mast. The fastening profiles 4, including reinforcement members 8, are fastened on the base plate 2.
Figure 6 shows a schematic section through a mast according to the invention, having fastening profiles 4 which are adapted for cooperation with mast profiles 7. In this embodiment, each fastening profile 4 extends along the complete length of the mast profile 7.
The invention can also be utilized for other kinds of masts, e.g. masts of the tubular type. Figure 7 shows a cross section through an additional mast embodiment of the invention, wherein the mast is a tubular mast.
For road safety purposes, the mast advantageously meets the requirements which are set in EN 12767 for LE-masts and HE-masts, as mentioned above. Each mast profile 7 and a fastening profile 4 are made of solid, light-weight and ductile materials in relation to the corresponding reinforcement member 8. In other words, the reinforcement member 8 can in a preferred embodiment of the invention be made of a material having a higher mechanical strength and stiffness than the material in the mast profile 7 and the fastening profile 4. These properties involve that the mast will not break instantly at a major, external impact.
Each fastening profile 4 can advantageously be shaped so that the cross sectional area of the fastening profile 7 is reduced as much as possible, while maintaining maximal friction surface between the fastening profile 4 and the mast profile 7. An example of such a fastening profile 4 is shown in figure 9A, wherein the fastening profile 4 is constructed with a hole 4A adapted for arrangement of a reinforcement member 8, and a hole 4B for the purpose of reducing the cross section of the fastening profile 4. Such a shape will lead to reduced material consumption, while maintaining maximal contacting surface between the fastening profile 4 and the mast profile 7.
In a further embodiment of the invention, each reinforcement member 8 can be adapted for arrangement of at least one cushioning member 10. Several materials can be suitable for such cushioning members, e.g., rubber or another suitable material . An example of a mast according to the invention having such cushioning members 10 is shown in fig. 8A. Details of this embodiment are shown in fig. 8B. Dimensioning of the mast and choice of material are factors which can decide whether the mast meet the criterias for LE masts and/or HE masts. HE masts can e.g., if desired, be utilized for stopping a vehicle as soon as possible, preferably in the case of high lighting masts.
The mode of operation for the mast in the case of a major mechanical impact, such as by collision of a vehicle, will be as follows: In the normal state, the fastening profile 4 has no intended effect, but at a major mechanical impact on the mast, such as at a collision, the mast and the fastening profile 4 will bend about each other so that a friction, or retaining, effect of the material in the contacting surfaces between the fastening profile 4 and the mast profile 7. The fastening profile 4 then becomes effective and fixes the mast to the base plate 2 by means of suitable fastening means. The force by which the fastening profile 4 fixes the mast to the base primarily depends on the dimensioning of the reinforcement member (s) 8. Depending on the kind of mast (LE mast or HE mast) to be utilized, the behaviour of the mast will be as explained in the introductory part of the description and as shown in figures 2A and 2B for LE-mast and HE-mast.

Claims

C l a i m s
1. Mast for traffic information and/or lighting purposes, such as traffic signposts, light signal posts, full and half gantries, street ligthing and/or lighting purposes, in which the mast comprises at least one mast profile (7) and a fastening profile (4) being joined in complementary, mutual contacting surfaces on the mast profile (7) by frictional connection / retaining, c h a r a c t e r i z e d i n that one or more holes (4A,4B) are formed in the cross section of each fastening profile (4), wherein at least one hole (4A) is adapted for arrangment of at least one longitudinal reinforcement member (8) .
2. Mast according to claim 1, c h a r a c t e r i z e d i n that the reinforcement member (8) is made of a material having a higher mechanical strength than the material in the mast profile (7) and the fastening profile (4) .
3. Mast according to claim 1 or 2 , c h a r a c t e r i z e d i n that the complementary, mutual contacting surfaces are constituted of gripping members (5A,5B) being adapted for being in mesh with corresponding gripping members (6A,6B) in each mast profile
(7) .
4. Mast according to claim 3, c h a r a c t e r i z e d i n that the gripping members (5A,5B, 6A,6B) extend along the full length of each fastening profile (4) and mast profile (7) .
5. Mast according to anyone of the preceding claims, c h a r a c t e r i z e d i n that the fastening profile (4) extends only along parts of the reinforcement member
(8) .
6. Mast according to anyone of the preceding claims, c h a r a c t e r i z e d i n that it is deformable by means of mechanical impacts.
7. Mast according to anyone of the preceding claims, c h a r a c t e r i z e d i n that each mast profile (7) with corresponding fastening profile (4) is made of aluminium, an aluminium alloy or similar, and that each reinforcement member (8) is made of steel.
8. Mast according to anyone of the following claims, c h a r a c t e r i z e d i n that it comprises one or more extended mast profiles, wherein each mast profile (7) is connected with another mast profile by means of stiffening elements (9) , so that a mast having at least two lateral sides are formed, in which each mast profile (7) forms a corner between two stiffening elements (9) .
9. Mast according to claim 8, c h a r a c t e r i z e d i n that it is a lattice mast.
10. Mast according to anyone of the claims 1-8, c h a r a c t e r i z e d i n that it is a tubular mast.
11. Mast according to anyone of the preceding claims, c h a r a c t e r i z e d i n that each mast profile (7) with corresponding fastening profile (4) in one end is fixed to a base with suitable fastening means.
12. Mast according to anyone of the preceding claims, c h a r a c t e r i z e d i n that each reinforcement member (8) is adapted for arrangement of at least one cushioning member (10) .
PCT/NO2000/000381 1999-11-15 2000-11-14 Mast WO2001036750A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU24116/01A AU2411601A (en) 1999-11-15 2000-11-14 Mast

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO19995608 1999-11-15
NO19995608A NO316279B1 (en) 1999-11-15 1999-11-15 Mast

Publications (1)

Publication Number Publication Date
WO2001036750A1 true WO2001036750A1 (en) 2001-05-25

Family

ID=19903986

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
AU (1) AU2411601A (en)
NO (1) NO316279B1 (en)
WO (1) WO2001036750A1 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005054581A1 (en) * 2003-12-01 2005-06-16 Juralco A/S Method for production of a mast shaped body
EP1657379A1 (en) * 2004-09-20 2006-05-17 Instalaciones Eléctricas de Sanxenxo S.L. Anchorage system using an anisotropic coupling inserted into the foundation studs
WO2006093415A1 (en) * 2005-02-18 2006-09-08 Euromast As Hollow yielding pole structure for use in traffic areas
WO2007096627A1 (en) * 2006-02-22 2007-08-30 Varley And Gulliver Limited Structural support system
WO2010115926A3 (en) * 2009-04-08 2011-07-07 Rwe Ag Charging post for electric vehicles
EP2537983A1 (en) * 2011-06-20 2012-12-26 Lacroix Signalisation Safety device for road signs
US20170096786A1 (en) * 2014-03-14 2017-04-06 Safety Product Street pole

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Publication number Priority date Publication date Assignee Title
DE2341185A1 (en) * 1972-08-25 1974-03-07 Lars Svensson MAST
US4793111A (en) * 1987-04-15 1988-12-27 Peter Shewchuk Threaded mounting for extruded pole
NO160458B (en) * 1985-06-18 1989-01-09 Lars Svensson POST.
US4909011A (en) * 1987-02-09 1990-03-20 Freeman Colin J Elongate hollow structural members
EP0389214A2 (en) * 1989-03-21 1990-09-26 Owen Brown Group Ltd Composite beam, connector and construction

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2341185A1 (en) * 1972-08-25 1974-03-07 Lars Svensson MAST
NO160458B (en) * 1985-06-18 1989-01-09 Lars Svensson POST.
US4909011A (en) * 1987-02-09 1990-03-20 Freeman Colin J Elongate hollow structural members
US4793111A (en) * 1987-04-15 1988-12-27 Peter Shewchuk Threaded mounting for extruded pole
EP0389214A2 (en) * 1989-03-21 1990-09-26 Owen Brown Group Ltd Composite beam, connector and construction

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005054581A1 (en) * 2003-12-01 2005-06-16 Juralco A/S Method for production of a mast shaped body
AU2004295636B2 (en) * 2003-12-01 2010-07-01 Juralco A/S Method for production of a mast shaped body
US7918026B2 (en) 2003-12-01 2011-04-05 Juralco A/S Method for production of a mast shaped body
EP1657379A1 (en) * 2004-09-20 2006-05-17 Instalaciones Eléctricas de Sanxenxo S.L. Anchorage system using an anisotropic coupling inserted into the foundation studs
WO2006093415A1 (en) * 2005-02-18 2006-09-08 Euromast As Hollow yielding pole structure for use in traffic areas
WO2007096627A1 (en) * 2006-02-22 2007-08-30 Varley And Gulliver Limited Structural support system
WO2010115926A3 (en) * 2009-04-08 2011-07-07 Rwe Ag Charging post for electric vehicles
TWI413334B (en) * 2009-04-08 2013-10-21 Rwe Ag Charging pillar for electric vehicles
EP2537983A1 (en) * 2011-06-20 2012-12-26 Lacroix Signalisation Safety device for road signs
US20170096786A1 (en) * 2014-03-14 2017-04-06 Safety Product Street pole

Also Published As

Publication number Publication date
NO995608L (en) 2001-05-16
NO316279B1 (en) 2004-01-05
NO995608D0 (en) 1999-11-15
AU2411601A (en) 2001-05-30

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