[go: up one dir, main page]

WO2019002844A1 - DECK FOR ANIMALS - Google Patents

DECK FOR ANIMALS Download PDF

Info

Publication number
WO2019002844A1
WO2019002844A1 PCT/GB2018/051781 GB2018051781W WO2019002844A1 WO 2019002844 A1 WO2019002844 A1 WO 2019002844A1 GB 2018051781 W GB2018051781 W GB 2018051781W WO 2019002844 A1 WO2019002844 A1 WO 2019002844A1
Authority
WO
WIPO (PCT)
Prior art keywords
roadway
crossing
truss
lengths
bridge
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.)
Ceased
Application number
PCT/GB2018/051781
Other languages
French (fr)
Inventor
Swensson DEAN
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Animex International Ltd
Original Assignee
Animex International Ltd
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 Animex International Ltd filed Critical Animex International Ltd
Priority to GB1918224.5A priority Critical patent/GB2578024B/en
Publication of WO2019002844A1 publication Critical patent/WO2019002844A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D18/00Bridges specially adapted for particular applications or functions not provided for elsewhere, e.g. aqueducts, bridges for supporting pipe-lines
    • 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

Definitions

  • the present invention relates to an animal bridge for crossing a roadway. So called "road kill” of wild animals is an increasing problem. Not only are individual animals killed, but breeding populations are separated from each other. The result can be the falling of populations below sustainable levels.
  • Crossings for animals across roadways are known, but can be expensive.
  • the object of the present invention is to provide an improved an animal bridge for crossing a roadway.
  • an animal bridge for crossing a roadway comprising:
  • a central arch extendable from the two-legged supports to extend between them over the roadway, the central arch having a pair of side limbs, the two-legged supports and the arch being of lengths of triangular or rectangular, triangulated truss.
  • the two-legged supports are of invert-U shape, that is with two at least substantially upright legs and a straight, or possibly curved top or two or three or more sided, top.
  • the two-legged supports could also be of invert-V shape.
  • the central arch could also be invert-U shaped. However whilst conveniently it has side limbs, which could indeed be upright, these are preferably angled between 30° and 60° through the greater part of their extent. Again the side limbs could meet centrally of the roadway, but a central substantially horizontal in use span limb is preferably provided. It can be imagined that the central arch could be curved. Whilst the two-legged supports and the central arch could be fabricated without nodes, with the lengths being welded end to end, they are preferably fabricated as discrete lengths connected by nodes. The lengths could be curved, but are preferably of straight lengths of truss.
  • the nodes could be welded to their lengths of truss at one end at least.
  • the nodes could be welded to the lengths at both ends. It is preferred that the nodes over the roadway are welded. Nevertheless, the nodes could be bolted to their lengths. Normally the arrangement will be such that the bridge is supplied in pieces each comprising one length and at least one nodes and possibly the next length where this is relatively short.
  • the lengths of truss preferably have longitudinals set at between 200mm and 600mm, typically between 240mm and 470mm, centres.
  • the trusses have with 60° or 45° triangulation, to provide a structure that small arboreal mammals such as dormice and red squirrels find sufficiently similar to trees for them to be comfortable in their use.
  • the truss can be of aluminium tube, with the longitudinals having a diameter between 75mm and 35mm and the triangulation between 50mm and 20mm.
  • the truss will normally be either triangular in section or rectangular.
  • Figure 1 is a perspective view of an animal bridge according to the invention
  • Figure 2 is a similar view of one end of the bridge on a larger scale
  • Figure 3 is a side view of the bridge of Figure 1 ;
  • Figure 4 is a plan view of the bridge
  • FIG. 5 is a perspective view of a single length of truss for the bridge.
  • the bridge shown is of lengths 1 of triangular truss and nodes 2 therebetween.
  • the truss is of three 50mm OD x 2mm wall aluminium longitudinal tubes 3 set at 240mm centres in equilateral triangle arrangement in cross-section.
  • the longitudinals are triangulated by 20mm OD x 2mm aluminium tubes 4 set at 45°.
  • the junction point 5 of triangulation tubes in one plane corresponds to the midpoint of the triangulation tubes fixed to each longitudinal for the next plane.
  • each end triangulation tube terminates at a ring of three centre spacing tubes 6 extending around the truss.
  • Connection plates 7 are welded across the ends of the longitudinals.
  • the bridge has a pair of two-legged truss supports 11,12 at either side of a roadway R and a central arch 14 between the two-legged supports 11,12.
  • the two- legged supports extend up from a pair of concrete pads P on opposite sides of the roadway.
  • Each two-legged support has a pair of uprights 15 of lengths 16 of truss bolted to respective pads via square plates 17 to which the longitudinals of the truss lengths 15 are welded.
  • a cross member 18 extends between the uprights, consisting of two short lengths 19 of truss, a central node 20 and a pair of end nodes 21. The end nodes allow connection of the cross member to the uprights.
  • the end nodes comprise two short angles 22 and one long angle 23, with spacing tubes 24 akin to the truss length centring tubes 6 and bracing tubes 25 extending from the corners of the short angles to the corner of the long angle.
  • the angles are welded to corresponding longitudinals in the truss lengths 19 and bolted to corresponding longitudinals in the uprights 15.
  • the central node 20 is in effect a very short truss length 26, interconnecting the short lengths 19, together with a further very short length 27 extending upwards.
  • Two of the upwards extending tubes 28 are welded to one 29 of the tubes of the very short length 26, with the third upwards extending 30 tube welded off-centre of another of the tubes of the very short length due to fore-shortening.
  • the arch comprises a cross member 31 consisting of truss lengths 32 connected end to end and two angle members 33 of truss lengths 34.
  • 135° nodes 35 are provided at both ends of the angle members 33 allowing connection both to the cross member 31 and the respective central nodes 20.
  • the 135 nodes have two very short truss lengths 36, welded together with their tubes suitably shortened and butted together for welding.
  • the components of the arch are conveniently fabricated with a node welded to a truss length for transport to site and then bolted together on site.
  • the entire arch can be welded at free nodes on site and fitted to the two-legged supports as one component.
  • the cross and angled member truss lengths are provided with expanded metal floors 37 welded in place to provide runways for arboreal mammals. At least partial sidewalls 38 may also be provided, consistent with the truss members not becoming enclosed tunnels. Lengths of tube 39 of larger diameter than those of the truss lengths may also be provided intermittently on the floors or sidewalls to provide local shelter for the mammals against predators.
  • the invention is not intended to be restricted to the details of the above described embodiment. For instance, in place of triangular section truss, rectangular section may be used.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

Pont destiné à être utilisé par des animaux pour traverser une chaussée, le pont comprenant : une paire de supports à deux jambes (11, 12) pouvant être disposés au moins essentiellement parallèlement à la route de chaque côté de la route ; et une arche centrale (31) extensible à partir des supports à deux jambes (11, 12) pour s'étendre entre ceux-ci sur la chaussée, l'arche centrale (31) ayant une paire de membres latéraux (33), les supports à deux jambes (11, 12) et l'arche (31) étant de longueurs de treillis triangulé, triangulaire ou rectangulaire.A bridge for use by animals to cross a roadway, the bridge comprising: a pair of two-legged supports (11, 12) capable of being disposed at least substantially parallel to the road on each side of the road; and a central arch (31) expandable from the two leg supports (11, 12) to extend therebetween on the carriageway, the central arch (31) having a pair of side members (33), the supports with two legs (11, 12) and the arch (31) being triangular, triangular or rectangular lattice lengths.

Description

ANIMAL BRIDGE
The present invention relates to an animal bridge for crossing a roadway. So called "road kill" of wild animals is an increasing problem. Not only are individual animals killed, but breeding populations are separated from each other. The result can be the falling of populations below sustainable levels.
Crossings for animals across roadways are known, but can be expensive.
The object of the present invention is to provide an improved an animal bridge for crossing a roadway.
According to the invention there is provided an animal bridge for crossing a roadway, comprising:
• a pair of two-legged supports arrangeable at least substantially parallel with the roadway on either side of the roadway and
• a central arch extendable from the two-legged supports to extend between them over the roadway, the central arch having a pair of side limbs, the two-legged supports and the arch being of lengths of triangular or rectangular, triangulated truss.
Preferably the two-legged supports are of invert-U shape, that is with two at least substantially upright legs and a straight, or possibly curved top or two or three or more sided, top. The two-legged supports could also be of invert-V shape.
The central arch could also be invert-U shaped. However whilst conveniently it has side limbs, which could indeed be upright, these are preferably angled between 30° and 60° through the greater part of their extent. Again the side limbs could meet centrally of the roadway, but a central substantially horizontal in use span limb is preferably provided. It can be imagined that the central arch could be curved. Whilst the two-legged supports and the central arch could be fabricated without nodes, with the lengths being welded end to end, they are preferably fabricated as discrete lengths connected by nodes. The lengths could be curved, but are preferably of straight lengths of truss.
The nodes could be welded to their lengths of truss at one end at least.
Particularly where the lengths and their nodes are copianar, the nodes could be welded to the lengths at both ends. It is preferred that the nodes over the roadway are welded. Nevertheless, the nodes could be bolted to their lengths. Normally the arrangement will be such that the bridge is supplied in pieces each comprising one length and at least one nodes and possibly the next length where this is relatively short.
To provide friendliness to use by small arboreal animals, the lengths of truss preferably have longitudinals set at between 200mm and 600mm, typically between 240mm and 470mm, centres. Conveniently, the trusses have with 60° or 45° triangulation, to provide a structure that small arboreal mammals such as dormice and red squirrels find sufficiently similar to trees for them to be comfortable in their use. The truss can be of aluminium tube, with the longitudinals having a diameter between 75mm and 35mm and the triangulation between 50mm and 20mm. The truss will normally be either triangular in section or rectangular.
Horizontal or angled lengths of truss can be provided with expanded metal floors for animals to run along. Also side walls and shelters can be provided. To help understanding of the invention, a specific embodiment thereof will now be described by way of example and with reference to the accompanying drawings, in which:
Figure 1 is a perspective view of an animal bridge according to the invention; Figure 2 is a similar view of one end of the bridge on a larger scale;
Figure 3 is a side view of the bridge of Figure 1 ;
Figure 4 is a plan view of the bridge; and
Figure 5 is a perspective view of a single length of truss for the bridge. Referring to drawings, the bridge shown is of lengths 1 of triangular truss and nodes 2 therebetween.
Typically the truss is of three 50mm OD x 2mm wall aluminium longitudinal tubes 3 set at 240mm centres in equilateral triangle arrangement in cross-section. The longitudinals are triangulated by 20mm OD x 2mm aluminium tubes 4 set at 45°. The junction point 5 of triangulation tubes in one plane corresponds to the midpoint of the triangulation tubes fixed to each longitudinal for the next plane. For a length of truss, each end triangulation tube terminates at a ring of three centre spacing tubes 6 extending around the truss. Connection plates 7 are welded across the ends of the longitudinals.
The bridge has a pair of two-legged truss supports 11,12 at either side of a roadway R and a central arch 14 between the two-legged supports 11,12. The two- legged supports extend up from a pair of concrete pads P on opposite sides of the roadway. Each two-legged support has a pair of uprights 15 of lengths 16 of truss bolted to respective pads via square plates 17 to which the longitudinals of the truss lengths 15 are welded. A cross member 18 extends between the uprights, consisting of two short lengths 19 of truss, a central node 20 and a pair of end nodes 21. The end nodes allow connection of the cross member to the uprights.
The end nodes comprise two short angles 22 and one long angle 23, with spacing tubes 24 akin to the truss length centring tubes 6 and bracing tubes 25 extending from the corners of the short angles to the corner of the long angle. The angles are welded to corresponding longitudinals in the truss lengths 19 and bolted to corresponding longitudinals in the uprights 15.
The central node 20 is in effect a very short truss length 26, interconnecting the short lengths 19, together with a further very short length 27 extending upwards. Two of the upwards extending tubes 28 are welded to one 29 of the tubes of the very short length 26, with the third upwards extending 30 tube welded off-centre of another of the tubes of the very short length due to fore-shortening. The arch comprises a cross member 31 consisting of truss lengths 32 connected end to end and two angle members 33 of truss lengths 34. 135° nodes 35 are provided at both ends of the angle members 33 allowing connection both to the cross member 31 and the respective central nodes 20. The 135 nodes have two very short truss lengths 36, welded together with their tubes suitably shortened and butted together for welding.
The components of the arch are conveniently fabricated with a node welded to a truss length for transport to site and then bolted together on site. Alternatively where it is imperative that the risk of falling bolts is removed, the entire arch can be welded at free nodes on site and fitted to the two-legged supports as one component.
The cross and angled member truss lengths are provided with expanded metal floors 37 welded in place to provide runways for arboreal mammals. At least partial sidewalls 38 may also be provided, consistent with the truss members not becoming enclosed tunnels. Lengths of tube 39 of larger diameter than those of the truss lengths may also be provided intermittently on the floors or sidewalls to provide local shelter for the mammals against predators. The invention is not intended to be restricted to the details of the above described embodiment. For instance, in place of triangular section truss, rectangular section may be used.

Claims

CLAIMS:
1. An animal bridge for crossing a roadway, comprising:
• a pair of two-legged supports arrangeable at least substantially parallel with the roadway on either side of the roadway and
• a central arch extendable from the two-legged supports to extend between them over the roadway, the central arch having a pair of side limbs, the two-legged supports and the arch being of lengths of triangular or rectangular, triangulated truss.
2. An animal bridge for crossing a roadway, as claimed in claim 1 wherein the two- legged supports are of invert-U shape.
3. An animal bridge for crossing a roadway, as claimed in claim 1 wherein the two- legged supports are of invert-V shape.
4. An animal bridge for crossing a roadway, as claimed in claim 1 or claim 2 wherein the side limbs of the central arch are angled between 30° and 60° through the greater part of their extent.
5. An animal bridge for crossing a roadway, as claimed in any preceding claim wherein the side limbs are joined by a central substantially horizontal in use span limb.
6. An animal bridge for crossing a roadway, as claimed in any preceding claim wherein the two legged supports and central arch are fabricated as discrete lengths connected by nodes.
7. An animal bridge for crossing a roadway, as claimed claim 6 wherein the nodes are welded to lengths of truss at one end at least.
8. An animal bridge for crossing a roadway, as claimed in any preceding claim wherein the lengths of truss 'have longitudinals set between 200mm and 600mm.
9. An animal bridge for crossing a roadway, as claimed in any preceding claim wherein the trusses "have 60° or 45°
10. An animal bridge for crossing a roadway, as claimed in any preceding claim wherein the structure of each truss is sized such that small arboreal mammals find it sufficiently similar to a tree.
11. An animal bridge for crossing a roadway, as claimed in any preceding claim wherein the lengths of truss are provided with expanded metal floors for movement of animals.
12. An animal bridge for crossing a roadway, as claimed in any preceding claim wherein shelters are provided.
PCT/GB2018/051781 2017-06-26 2018-06-26 DECK FOR ANIMALS Ceased WO2019002844A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB1918224.5A GB2578024B (en) 2017-06-26 2018-06-26 Animal bridge

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB1710136.1 2017-06-26
GBGB1710136.1A GB201710136D0 (en) 2017-06-26 2017-06-26 Animal bridge

Publications (1)

Publication Number Publication Date
WO2019002844A1 true WO2019002844A1 (en) 2019-01-03

Family

ID=59523465

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB2018/051781 Ceased WO2019002844A1 (en) 2017-06-26 2018-06-26 DECK FOR ANIMALS

Country Status (2)

Country Link
GB (2) GB201710136D0 (en)
WO (1) WO2019002844A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US12080420B2 (en) 2020-05-29 2024-09-03 Hill-Rom Services, Inc. Wireless location learning

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1808692A (en) * 1930-07-18 1931-06-02 Earl W Sudduth Highway advertising sign
EP0681064A2 (en) * 1994-05-03 1995-11-08 Bernd Klein Corner connection for a supporting system
US20050102873A1 (en) * 2003-11-17 2005-05-19 Poot Aaron C. Support truss for a messaging sign
WO2006031126A1 (en) * 2004-09-16 2006-03-23 Juralco As Collision-safe frame for large traffic gantries

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1808692A (en) * 1930-07-18 1931-06-02 Earl W Sudduth Highway advertising sign
EP0681064A2 (en) * 1994-05-03 1995-11-08 Bernd Klein Corner connection for a supporting system
US20050102873A1 (en) * 2003-11-17 2005-05-19 Poot Aaron C. Support truss for a messaging sign
WO2006031126A1 (en) * 2004-09-16 2006-03-23 Juralco As Collision-safe frame for large traffic gantries

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US12080420B2 (en) 2020-05-29 2024-09-03 Hill-Rom Services, Inc. Wireless location learning

Also Published As

Publication number Publication date
GB2578024B (en) 2022-03-02
GB201918224D0 (en) 2020-01-22
GB201710136D0 (en) 2017-08-09
GB2578024A (en) 2020-04-15

Similar Documents

Publication Publication Date Title
KR102206510B1 (en) Plural-story, pipe-support frame system with modular, removably attachable, lateral-worker-support scaffolding
US10626612B2 (en) Jig for making reinforcement cage, method for making assembly of the same and erecting frame
KR101643142B1 (en) Connection structure of pillar and construction method thereof
WO2019002844A1 (en) DECK FOR ANIMALS
MX2008014431A (en) Stackable concrete forming apparatus components.
RU178233U1 (en) Dismountable overpass for laying communications
KR101502484B1 (en) Bridge improved supporting force and aesthetic design and method for constructing the same
US20120132480A1 (en) Adjustable ramp ladder with alternating steps
RU2614180C1 (en) Prefabricated light support for emergency and restoration works on power lines
US4599972A (en) Portable free stall
CN103470063B (en) From promoting protection canopy
US20060076191A1 (en) Walk-through scaffold and hoist frame
JP5846593B1 (en) Frame structure for space formation
RU137025U1 (en) CRANE SUPPORT
CA2872406C (en) Beaver control device for use with a culvert pipe
US9303397B1 (en) Beaver control device for use with a culvert pipe
RU2396396C1 (en) Combined arch cable coat
RU2350720C1 (en) Flooring
US6612261B2 (en) Canine training structure
CN106758843B (en) Steel truss bolt screwing operation platform
RU2143025C1 (en) Scaffold for erection of monolithic span structures of bridge
FI70067C (en) DRAGBANDSTAKSTOL
GB2531243A (en) Base for a building
GB408528A (en) Improvements in or relating to the fabrication of concrete flooring and ceiling constructions
FR3066922B1 (en) METHOD AND DEVICE FOR THE ARRANGEMENT OF A PEDESTRIAN ROOM COURSE

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 18750254

Country of ref document: EP

Kind code of ref document: A1

DPE1 Request for preliminary examination filed after expiration of 19th month from priority date (pct application filed from 20040101)
ENP Entry into the national phase

Ref document number: 201918224

Country of ref document: GB

Kind code of ref document: A

Free format text: PCT FILING DATE = 20180626

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 18750254

Country of ref document: EP

Kind code of ref document: A1