US20080175664A1 - Roadway expansion joint bird protection arrangement - Google Patents
Roadway expansion joint bird protection arrangement Download PDFInfo
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- US20080175664A1 US20080175664A1 US11/657,335 US65733507A US2008175664A1 US 20080175664 A1 US20080175664 A1 US 20080175664A1 US 65733507 A US65733507 A US 65733507A US 2008175664 A1 US2008175664 A1 US 2008175664A1
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- elongated
- roadway
- web
- support structures
- arrangement
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
Definitions
- This invention relates to bird-proofing arrangements for highway support structures to keep birds from leaving their droppings in areas which may cause deterioration of that highway support arrangement.
- Highway design has evolved considerably over the past decade or two.
- the highway supports are now “U” or “trough-shaped” pre-cast concrete housing enclosures.
- Such pre-cast concrete housing enclosures are typically about 50-60 feet long and are supported at each end by the concrete piers or pillars.
- Each elongated enclosure housing is spaced apart from a longitudinally adjacent elongated enclosure housing.
- These trough-shaped enclosure housings support a roadway surface on their uppermost elongated edges.
- the roadway surfaces are made of steel mesh with concrete laid thereover.
- Interdigitated expansion joints or fingers are arranged between adjacent roadway surface portions to provide a relatively smooth and supportive joint for vehicular traffic thereover.
- the enclosure housings supporting the road surfaces are however, merely just spaced about a foot apart to accommodate relative expansion and contraction of the elongated housing enclosures during ambient temperature changes.
- Such hollow, relatively weather protected, elongated enclosure housings often at least six or more feet in height and 15-20 feet at least, in width, provide an attraction for birds, such as pigeons and the like.
- birds such as pigeons and the like.
- Such birds enter the transverse openings between adjacent ends of each adjacent enclosure of housing.
- the birds get in the large hollow spaces within the elongated enclosures and leave their droppings.
- Such bird droppings eventually destroy the integrity of the elongated housing and its associated support structure and make a hazardous environment for personnel who enter the roadway to perform maintenance and inspection work within the roadway support housing.
- the present invention relates to bird exclusion arrangements utilized between adjacent elongated pre-cast hull core housing structures which typically are used to support a highway road surface.
- the elongated housing enclosures are typically supported at each end thereof, by an elongated concrete pier or pillar.
- a roadway support is arranged at the end of each elongated hollow core housing on the upper surface of the concrete pier.
- Each elongated hollow core concrete housing, supporting a road surface may expand up to about 12′′ or contract to that amount, depending upon weather conditions and/or temperature.
- These elongated pre-cast hollow core road supporting housings are generally of “trough” shape, or of “U” shape, having generally elongated (possibly angled) sidewalls, and a lower support floor, unitary therewith.
- the support floor is supported on the roadway supports arranged on the top portion of the concrete piers.
- the upper edge of the sidewalls support a road surface.
- the road surface is often made from concrete reinforced with steel rods therewithin.
- Longitudinally adjacent road surface sections sit on those top portions of the sidewalls of the elongated housing. The adjacent sections of road surfaces have interlocking fingers to accommodate expansion of those road surfaces and the concrete elongated housing structures while permitting a smooth surface on which automobiles and traffic may drive.
- An elongated, foraminous, weather permeable bellow may be arranged between adjacent wall sections and floor sections in the pre-cast hollow core elongated housing arrangements.
- Those elongated bellows in one embodiment, are preferably of generally V-shape, in cross-section, having extended side wing portions.
- Each extended side wing portion may in one embodiment, include an elongated cable which is attached to each parallel edge of the wing portions of that bellow member.
- Those elongated cables provide a secure and stable means for attaching a cable clip therefrom and to the inside portions of the pre-cast wall sides and lower support floor.
- wing portions may be comprised of spaced-apart stainless steel bolts and washers securing those wing portions to the housing walls, to permit localized bellows adjustment or portion replacement thereof, without the hinderance of a cable thereat.
- Other preferred embodiments may include bellows of a “W” shape or a “U” shape, depending upon the nature of the bellows material, its likely expanded width and the like.
- Expansion and contraction of the pre-cast concrete enclosure housings effects a corresponding narrowing or pinching and an expansion and a widening of the “V”-shaped or “between-the-housings” section of the bellow portion of the present invention.
- the permeable nature of the mesh permits inspection of the mesh, the attachment wing portions and the housings as well as a circulation of air and weather within the hollow core of the elongated housings supporting the roadway surface, while preventing birds and the like, particularly pigeons, from making their way into the hollow core of such elongated structures and leaving their droppings therein.
- the invention thus comprises a roadway-support bird protection arrangement for preventing birds from entering hollow cores of elongated roadway support structures, which elongated roadway support structures are longitudinally spaced apart to allow for expansion and contraction therebetween.
- the arrangement comprises an elongated foraminous web of material having generally parallel side edges, a reinforcement member arranged on said side edges, an attachment member spaced along the reinforcement member to permit the foraminous web to be supportively hung between adjacent, longitudinally spaced apart roadway support structures so as to keep birds from entering the support structures.
- the elongated foraminous web is preferably formed in a “V” shape with elongated side wings thereon for disposition between and attachment to the roadway support structures.
- the elongated side edges of the foraminous web may include a further reinforcement member or a folded over to provide a simple edge overlap. Any such reinforcement arrangement would have a web securing means arranged therewith.
- the “V” shaped web is expandable and closable about its vertex, in corresponding movement with expansion and contraction of the elongated roadway support structures.
- the invention may also include a method of providing a roadway-support bird protection arrangement for preventing birds from entering hollow cores of elongated roadway support structures.
- the elongated roadway support structures are longitudinally spaced apart to allow for expansion and contraction therebetween.
- the method preferably includes one or more of the following steps, including: attaching an elongated foraminous web of material having generally parallel side edges to edge portions of the elongated roadway support structures, placing a reinforcement arrangement on the side edges of the bellows, fixing an attachment member spaced along the reinforcement arrangement to permit the foraminous web to be supportively hung between adjacent, longitudinally spaced apart roadway support structures so as to keep birds from entering the support structures, forming the elongated web into a generally “V” shaped in cross-section, with an elongated vertex at a fold thereof.
- the roadway support structures are generally of “trough” shape with a hollow core, and the support structures are longitudinally spaced apart by about 2 to 12 inches to accommodate expansion and contraction therebetween.
- FIG. 1 is a side-elevational view of a coupled, interdigitated road surface, supported by a pair of longitudinally adjacent pre-cast housing enclosures, supported on the upper end of a concrete pier;
- FIG. 2 is a view taken along the lines 2 - 2 of FIG. 1 ;
- FIG. 3 is a cross sectional view of a bird bellow arrangement arranged between two portions of the elongated housing;
- FIG. 4 is a perspective view of the V-shaped bird bellow, shown with its attachment cable and clips, to the inside surface of adjacent pre-cast sections of the elongated housing;
- FIG. 5 is a cross sectional view of a further embodiment of a bird bellow arrangement arranged between two portions of the elongated housing;
- FIG. 6 is a view taken along the lines 6 - 6 of FIG. 5 ;
- FIG. 7 is a cross-section of a further bellow-shape embodiment.
- FIG. 1 there is shown the present invention which relates to bird exclusion arrangements 10 utilized between adjacent elongated pre-cast hull core housing enclosure structures 12 which typically are used to support a highway road surface 14 .
- the elongated housing enclosures 12 are typically supported at each end thereof by an elongated concrete pier or pillar 16 , or at an interdigitated juncture 18 of two longitudinally adjacent housing enclosure structures 12 and 12 A as represented in FIG. 1 .
- a expansion/contraction roadway support 20 is supportively arranged at the end of each elongated hollow core housing enclosure 12 on the upper surface of the concrete pier 16 .
- Each elongated hollow core concrete housing enclosure 12 supporting a road surface 14 , may expand up to about 12′′or contract to that amount, depending upon weather conditions and/or ambient temperature.
- Each housing enclosure 12 has generally elongated outwardly tapered sidewalls 22 , and a lower support floor 24 , typically formed unitarily therewith.
- the support floor 24 is movably supported on the roadway supports 20 arranged on the top portion of the concrete piers 16 .
- the upper edge 30 of the sidewalls 22 support the road surface 14 .
- the road surface 14 is often made from concrete reinforced with steel re-rods therewithin. Longitudinally adjacent road surface sections 14 sit on those top portions of the sidewalls 22 of the elongated housings as represented in FIGS. 1 and 2 .
- the adjacent sections of road surfaces 14 have interlocking fingers 32 to accommodate expansion of those road surfaces 14 and the concrete elongated housing structures 12 and 12 A while permitting a smooth surface on which automobiles and traffic may drive.
- the bird exclusion arrangement 10 may be preferably comprised of a slightly flexible, elongated, foraminous, permeable, bird-exclusion bellow 40 which may be arranged to supportively and foldably expand and foldably contract, while hung between adjacent wall sections 22 and floor sections 24 in the pre-cast hollow core elongated housing arrangements 12 as represented in FIGS. 1 , 2 and 3 .
- Those elongated bellows 40 are of generally “V”-shaped in cross-section, have extended re-enforced side wing portions 42 , as represented in FIGS. 3 and 4 .
- Each extended side wing portion 42 may in one embodiment, include an elongated reinforcement or cable 44 which is utilized to fixedly attached each parallel edge 46 of the wing portions 42 of that bellow member 40 to (and hang between) the edges of adjacent wall and floor portions 22 and 24 of the supporting housing enclosures 12 .
- Those elongated cables or elongated reinforcements 44 provide a secure and stable means for attaching a cable clip or bolt 50 therefrom and to the inside portions of the pre-cast wall sides 22 and lower support floor 24 .
- Expansion and contraction of the pre-cast concrete enclosure housings 12 effects a narrowing or pinching and an expansion and a widening of the V-shaped section 52 of the bellow portion 40 of the present invention.
- the permeable nature of the bellow mesh permits visual mesh and wall inspection as well as a circulation of air and weather within the hollow core of the elongated housings 12 supporting the roadway surface 14 , while preventing birds and the like, particularly pigeons, from making their way through expansion gaps between adjacent housing structures 12 and into the hollow core of the elongated housing structures 12 and leaving their droppings therein.
- the bellows 40 may in further embodiments be of “U” shape or even “W” shape 56 in cross-section, as represented in FIG. 7 .
- the “W” cross-sectional shape permits less “drape” “D” extending from the road supports 24 .
- the side wing portions 42 having webbed re-enforcements 58 therein, are shown only with the “V” shape in FIGS. 5 and 6 .
- Such re-enforcements 58 may be comprised of elongated folded-over flaps of the side wing portions 42 of the bellows material.
- Such preferred re-enforcement permits an anchor bolt and washer or stud and nut arrangement 60 to secure the bellows 40 without any embedded cable as in an earlier embodiment.
- a bead of adhesive 62 may be applied to the edges of the (porous) concrete walls and/or the side wings 42 of the web for simple attachment therebetween and repair of the web thereafter.
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Abstract
A roadway-support bird protection arrangement and method for preventing birds from entering and damaging hollow cores of elongated roadway support structures. The elongated roadway support structures are longitudinally spaced apart to allow for expansion and contraction therebetween. The inventive arrangement includes an elongated foraminous web of material having generally parallel side edges, a reinforcement arrangement on its side edges, an attachment member spaced along the reinforcement member to permit the foraminous web to be supportively hung between adjacent, longitudinally spaced apart roadway support structures so as to keep birds from entering the support structures. The elongated foraminous web is preferably formed in a “V” shape with elongated side wings thereon for disposition between and attachment to the roadway support structures.
Description
- 1. Field of the Invention
- This invention relates to bird-proofing arrangements for highway support structures to keep birds from leaving their droppings in areas which may cause deterioration of that highway support arrangement.
- 2. Prior Art
- Highway design has evolved considerably over the past decade or two. The new type of support for a road surface or a highway, which is raised and supported on concrete piers or pillars extending vertically from the ground The highway supports are now “U” or “trough-shaped” pre-cast concrete housing enclosures. Such pre-cast concrete housing enclosures are typically about 50-60 feet long and are supported at each end by the concrete piers or pillars. Each elongated enclosure housing is spaced apart from a longitudinally adjacent elongated enclosure housing. These trough-shaped enclosure housings support a roadway surface on their uppermost elongated edges. The roadway surfaces are made of steel mesh with concrete laid thereover. Interdigitated expansion joints or fingers are arranged between adjacent roadway surface portions to provide a relatively smooth and supportive joint for vehicular traffic thereover. The enclosure housings supporting the road surfaces are however, merely just spaced about a foot apart to accommodate relative expansion and contraction of the elongated housing enclosures during ambient temperature changes.
- Such hollow, relatively weather protected, elongated enclosure housings, often at least six or more feet in height and 15-20 feet at least, in width, provide an attraction for birds, such as pigeons and the like. Such birds enter the transverse openings between adjacent ends of each adjacent enclosure of housing. The birds get in the large hollow spaces within the elongated enclosures and leave their droppings. Such bird droppings eventually destroy the integrity of the elongated housing and its associated support structure and make a hazardous environment for personnel who enter the roadway to perform maintenance and inspection work within the roadway support housing.
- It is an object of the present invention to provide a mechanism for safely and inexpensively eliminating the ability of birds to enter the hollow core of those elongated housings.
- It is also a further object of the present invention to provide a protective arrangement for those housings, which will accommodate their expansion and contraction cycles.
- It is also an object of the present invention, to provide a bird resistant member between adjacent elongated enclosure housings which will permit normal weather conditions to enter and leave the hollow core of those elongated enclosure housings.
- It is also a further object of the present invention to provide a bird resistant bellows arrangement for gaps between highway housing structures which permits inspection and accessability of the housing, the bellows and to facilitate repair to either, if necessary.
- The present invention relates to bird exclusion arrangements utilized between adjacent elongated pre-cast hull core housing structures which typically are used to support a highway road surface. The elongated housing enclosures are typically supported at each end thereof, by an elongated concrete pier or pillar. A roadway support is arranged at the end of each elongated hollow core housing on the upper surface of the concrete pier. Each elongated hollow core concrete housing, supporting a road surface, may expand up to about 12″ or contract to that amount, depending upon weather conditions and/or temperature.
- These elongated pre-cast hollow core road supporting housings are generally of “trough” shape, or of “U” shape, having generally elongated (possibly angled) sidewalls, and a lower support floor, unitary therewith. The support floor is supported on the roadway supports arranged on the top portion of the concrete piers. The upper edge of the sidewalls support a road surface. The road surface is often made from concrete reinforced with steel rods therewithin. Longitudinally adjacent road surface sections sit on those top portions of the sidewalls of the elongated housing. The adjacent sections of road surfaces have interlocking fingers to accommodate expansion of those road surfaces and the concrete elongated housing structures while permitting a smooth surface on which automobiles and traffic may drive.
- An elongated, foraminous, weather permeable bellow may be arranged between adjacent wall sections and floor sections in the pre-cast hollow core elongated housing arrangements. Those elongated bellows in one embodiment, are preferably of generally V-shape, in cross-section, having extended side wing portions. Each extended side wing portion, may in one embodiment, include an elongated cable which is attached to each parallel edge of the wing portions of that bellow member. Those elongated cables provide a secure and stable means for attaching a cable clip therefrom and to the inside portions of the pre-cast wall sides and lower support floor. In another preferred embodiment for attachment of the side wing portions to the walls of the housings may be comprised of spaced-apart stainless steel bolts and washers securing those wing portions to the housing walls, to permit localized bellows adjustment or portion replacement thereof, without the hinderance of a cable thereat. Other preferred embodiments may include bellows of a “W” shape or a “U” shape, depending upon the nature of the bellows material, its likely expanded width and the like.
- Expansion and contraction of the pre-cast concrete enclosure housings effects a corresponding narrowing or pinching and an expansion and a widening of the “V”-shaped or “between-the-housings” section of the bellow portion of the present invention. The permeable nature of the mesh permits inspection of the mesh, the attachment wing portions and the housings as well as a circulation of air and weather within the hollow core of the elongated housings supporting the roadway surface, while preventing birds and the like, particularly pigeons, from making their way into the hollow core of such elongated structures and leaving their droppings therein.
- The invention thus comprises a roadway-support bird protection arrangement for preventing birds from entering hollow cores of elongated roadway support structures, which elongated roadway support structures are longitudinally spaced apart to allow for expansion and contraction therebetween. The arrangement comprises an elongated foraminous web of material having generally parallel side edges, a reinforcement member arranged on said side edges, an attachment member spaced along the reinforcement member to permit the foraminous web to be supportively hung between adjacent, longitudinally spaced apart roadway support structures so as to keep birds from entering the support structures. The elongated foraminous web is preferably formed in a “V” shape with elongated side wings thereon for disposition between and attachment to the roadway support structures. The elongated side edges of the foraminous web may include a further reinforcement member or a folded over to provide a simple edge overlap. Any such reinforcement arrangement would have a web securing means arranged therewith. The “V” shaped web is expandable and closable about its vertex, in corresponding movement with expansion and contraction of the elongated roadway support structures.
- The invention may also include a method of providing a roadway-support bird protection arrangement for preventing birds from entering hollow cores of elongated roadway support structures. The elongated roadway support structures are longitudinally spaced apart to allow for expansion and contraction therebetween. The method preferably includes one or more of the following steps, including: attaching an elongated foraminous web of material having generally parallel side edges to edge portions of the elongated roadway support structures, placing a reinforcement arrangement on the side edges of the bellows, fixing an attachment member spaced along the reinforcement arrangement to permit the foraminous web to be supportively hung between adjacent, longitudinally spaced apart roadway support structures so as to keep birds from entering the support structures, forming the elongated web into a generally “V” shaped in cross-section, with an elongated vertex at a fold thereof. The roadway support structures are generally of “trough” shape with a hollow core, and the support structures are longitudinally spaced apart by about 2 to 12 inches to accommodate expansion and contraction therebetween.
- The objects and advantages of the present invention will become more apparent, when viewed in conjunction with the following drawings in which:
-
FIG. 1 is a side-elevational view of a coupled, interdigitated road surface, supported by a pair of longitudinally adjacent pre-cast housing enclosures, supported on the upper end of a concrete pier; -
FIG. 2 is a view taken along the lines 2-2 ofFIG. 1 ; -
FIG. 3 is a cross sectional view of a bird bellow arrangement arranged between two portions of the elongated housing; -
FIG. 4 is a perspective view of the V-shaped bird bellow, shown with its attachment cable and clips, to the inside surface of adjacent pre-cast sections of the elongated housing; -
FIG. 5 is a cross sectional view of a further embodiment of a bird bellow arrangement arranged between two portions of the elongated housing; -
FIG. 6 is a view taken along the lines 6-6 ofFIG. 5 ; and -
FIG. 7 is a cross-section of a further bellow-shape embodiment. - Referring now to the drawings, and particularly to
FIG. 1 , there is shown the present invention which relates tobird exclusion arrangements 10 utilized between adjacent elongated pre-cast hull corehousing enclosure structures 12 which typically are used to support ahighway road surface 14. Theelongated housing enclosures 12 are typically supported at each end thereof by an elongated concrete pier orpillar 16, or at an interdigitated juncture 18 of two longitudinally adjacenthousing enclosure structures 12 and 12A as represented inFIG. 1 . A expansion/contraction roadway support 20 is supportively arranged at the end of each elongated hollowcore housing enclosure 12 on the upper surface of theconcrete pier 16. Each elongated hollow coreconcrete housing enclosure 12, supporting aroad surface 14, may expand up to about 12″or contract to that amount, depending upon weather conditions and/or ambient temperature. - These elongated pre-cast hollow core road supporting
housing enclosures 12 are generally of “trough” shape, or of “U” shape, as represented for example, inFIG. 2 . Eachhousing enclosure 12 has generally elongated outwardlytapered sidewalls 22, and alower support floor 24, typically formed unitarily therewith. Thesupport floor 24 is movably supported on the roadway supports 20 arranged on the top portion of theconcrete piers 16. Theupper edge 30 of the sidewalls 22 support theroad surface 14. Theroad surface 14 is often made from concrete reinforced with steel re-rods therewithin. Longitudinally adjacentroad surface sections 14 sit on those top portions of thesidewalls 22 of the elongated housings as represented inFIGS. 1 and 2 . The adjacent sections ofroad surfaces 14 have interlockingfingers 32 to accommodate expansion of thoseroad surfaces 14 and the concreteelongated housing structures 12 and 12A while permitting a smooth surface on which automobiles and traffic may drive. - The
bird exclusion arrangement 10 may be preferably comprised of a slightly flexible, elongated, foraminous, permeable, bird-exclusion bellow 40 which may be arranged to supportively and foldably expand and foldably contract, while hung betweenadjacent wall sections 22 andfloor sections 24 in the pre-cast hollow coreelongated housing arrangements 12 as represented inFIGS. 1 , 2 and 3. - Those elongated bellows 40, are of generally “V”-shaped in cross-section, have extended re-enforced
side wing portions 42, as represented inFIGS. 3 and 4 . Each extendedside wing portion 42, may in one embodiment, include an elongated reinforcement orcable 44 which is utilized to fixedly attached each parallel edge 46 of thewing portions 42 of thatbellow member 40 to (and hang between) the edges of adjacent wall andfloor portions housing enclosures 12. Those elongated cables orelongated reinforcements 44 provide a secure and stable means for attaching a cable clip or bolt 50 therefrom and to the inside portions of the pre-cast wall sides 22 andlower support floor 24. - Expansion and contraction of the pre-cast
concrete enclosure housings 12 effects a narrowing or pinching and an expansion and a widening of the V-shapedsection 52 of thebellow portion 40 of the present invention. The permeable nature of the bellow mesh permits visual mesh and wall inspection as well as a circulation of air and weather within the hollow core of theelongated housings 12 supporting theroadway surface 14, while preventing birds and the like, particularly pigeons, from making their way through expansion gaps betweenadjacent housing structures 12 and into the hollow core of theelongated housing structures 12 and leaving their droppings therein. - The bellows 40 may in further embodiments be of “U” shape or even “W” shape 56 in cross-section, as represented in
FIG. 7 . The “W” cross-sectional shape permits less “drape” “D” extending from the road supports 24. Theside wing portions 42 having webbedre-enforcements 58 therein, are shown only with the “V” shape inFIGS. 5 and 6 .Such re-enforcements 58 may be comprised of elongated folded-over flaps of theside wing portions 42 of the bellows material. Such preferred re-enforcement permits an anchor bolt and washer or stud andnut arrangement 60 to secure thebellows 40 without any embedded cable as in an earlier embodiment. In a yet further example of an attachment arrangement of theforaminous side wings 42, a bead of adhesive 62 may be applied to the edges of the (porous) concrete walls and/or theside wings 42 of the web for simple attachment therebetween and repair of the web thereafter.
Claims (14)
1. A roadway-support bird protection arrangement for preventing birds from entering hollow cores of elongated roadway support structures, which elongated roadway support structures are longitudinally spaced apart to allow for expansion and contraction therebetween, said arrangement comprising:
an elongated foraminous web of material having generally parallel side edges;
a reinforcement arrangement on said side edges of said elongated foraminous web;
an attachment member spaced along said reinforcement arrangement to permit said foraminous web to be supportively and flexibly hung between adjacent, longitudinally spaced apart roadway support structures so as to keep birds from entering said support structures.
2. The roadway-support bird protection arrangement as recited in claim 1 , wherein said elongated foraminous web is formed in a “V” shape with elongated side wings thereon for disposition between and attachment to said roadway support structures.
3. The roadway-support bird protection arrangement as recited in claim 2 , wherein said elongated side edges of said foraminous web includes a reinforcement arrangement.
4. The roadway-support bird protection arrangement as recited in claim 3 , wherein said reinforcement arrangement has a web securing means arranged therewith.
5. The roadway-support bird protection arrangement as recited in claim 2 , wherein said “V” shaped web is expandable and closable about its vertex, in corresponding movement with expansion and contraction of said elongated roadway support structures.
6. The roadway-support bird protection arrangement as recited in claim 3 , wherein said web securing means with said re-enforcement arrangement comprises a plurality of spaced-apart anchoring bolts.
7. The roadway-support bird protection arrangement as recited in claim 6 , wherein said re-enforcement arrangement comprises a folded-over web portion of said side wings.
8. The roadway-support bird protection arrangement as recited in claim 3 , wherein said re-enforcement comprises an elongated cable attached to said side wings of said web.
9. A method of providing a roadway-support bird protection arrangement for preventing birds from entering hollow cores of elongated roadway support structures, which elongated roadway support structures are longitudinally spaced apart to allow for expansion and contraction therebetween, said arrangement comprising:
attaching an elongated foraminous web of material having generally parallel side edges to edge portions of said elongated roadway support structures;
placing a reinforcement arrangement on said side edges;
fixing an attachment member spaced along said reinforcement arrangement to permit said foraminous web to be supportively hung between adjacent, longitudinally spaced apart roadway support structures so as to keep birds from entering from a location between said support structures.
10. The method as recited in claim 9 , including the step of:
forming said elongated web into a generally “V” shaped web in cross-section, with an elongated vertex at a fold thereof.
11. The method as recited in claim 9 , wherein said roadway support structures are generally of “trough” shape with a hollow core, and said support structures are longitudinally spaced apart by about 2 to 12 inches to accommodate expansion and contraction therebetween.
12. The method as recited in claim 9 , wherein said attachment members comprise spaced-apart bolts extending through said re-enforcement arrangement.
13. The method as recited in claim 9 , including:
forming said elongated web into a generally “W” shape in cross-section to permit a closer hanging web in its suspension from said roadway support structures, while still permitting maximum expandability to said roadway structures.
14. The method as recited in claim 9 , including:
attaching said side wings to edges of said roadway support structures by an adhesive bead to facilitate application and repair of said foraminous web to said support structure.
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US11/657,335 US20080175664A1 (en) | 2007-01-24 | 2007-01-24 | Roadway expansion joint bird protection arrangement |
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US11/657,335 US20080175664A1 (en) | 2007-01-24 | 2007-01-24 | Roadway expansion joint bird protection arrangement |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103147395A (en) * | 2013-03-01 | 2013-06-12 | 青岛宝基利工程技术咨询有限公司 | Method for filling hinge joint of fabricated prestressed hollow beam slab |
CN105926437A (en) * | 2016-04-25 | 2016-09-07 | 青岛林川工程技术咨询有限公司 | Hinge joint drainage structure and construction method thereof |
Citations (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2258803A (en) * | 1939-05-24 | 1941-10-14 | Peles Julius Stanley | Birdproofing |
US2853871A (en) * | 1954-09-14 | 1958-09-30 | Jerry B Compton | Expansion joints for insulation structures |
US3276336A (en) * | 1964-04-16 | 1966-10-04 | Acme Highway Prod | Sealing devices for grooves between structural blocks |
US3316574A (en) * | 1965-07-28 | 1967-05-02 | Pare Robert Lee | Road expansion joint |
US3367078A (en) * | 1964-06-09 | 1968-02-06 | Jerrell B. Thompson Jr. | Fastening device for expanded-metal sheets |
US3390803A (en) * | 1967-03-22 | 1968-07-02 | Smith Hubert | Expansion joint for floating roof sealing assembly |
US3425172A (en) * | 1967-11-30 | 1969-02-04 | Julian J Attaway | Roof expansion joint cover and flashing |
US3482492A (en) * | 1967-04-05 | 1969-12-09 | Acme Highway Prod | Joint seal |
US3888599A (en) * | 1974-09-20 | 1975-06-10 | Specialties Const | Expansion joint seal |
US3951562A (en) * | 1973-02-08 | 1976-04-20 | Elastometal Limited | Expansion joint |
US3974614A (en) * | 1972-07-27 | 1976-08-17 | Strong Gardner H | Expansion-contraction joint |
US3992121A (en) * | 1976-01-19 | 1976-11-16 | Felt Products Mfg. Co. | Deck and roadway gap sealing assembly |
US4030156A (en) * | 1976-08-16 | 1977-06-21 | A. J. Harris & Sons, Inc. | Bridge expansion joint |
US4290713A (en) * | 1979-09-19 | 1981-09-22 | The D. S. Brown Company | Expansion joint sealing structures |
US4374442A (en) * | 1981-07-27 | 1983-02-22 | The General Tire & Rubber Company | Expansion joint sealing assembly for curb and roadway intersections |
US4636419A (en) * | 1972-08-11 | 1987-01-13 | Beghin-Say International, Inc. | Net and method of producing same |
US4668031A (en) * | 1984-12-07 | 1987-05-26 | Delachaux S.A. | Conductor rail having an expansion joint |
US4743139A (en) * | 1987-01-23 | 1988-05-10 | Stelenco Limited | Expansion joint |
US4774795A (en) * | 1983-01-31 | 1988-10-04 | Braun Frank A | Expansion joint |
US4932183A (en) * | 1989-01-19 | 1990-06-12 | Kawneer Company, Inc. | Bellows splice sleeve |
US5209032A (en) * | 1991-10-28 | 1993-05-11 | Laumeister Thomas D | Assembly for preventing pigeons from entering the space between a pair of adjacent I-beams of a bridge |
US5247902A (en) * | 1992-05-04 | 1993-09-28 | Jean Williams | Cat climbing apparatus |
US5365713A (en) * | 1992-12-14 | 1994-11-22 | Pawling Corporation | Elastomeric seismic seal system |
US5887308A (en) * | 1997-07-28 | 1999-03-30 | Watson Bowman Acme Corp. | Expansion joint system with seismic accommodation |
US6131756A (en) * | 1996-05-29 | 2000-10-17 | Converta-Vans, Incorporated | Collapsible tank for convertible freight container |
US20020138925A1 (en) * | 2001-03-27 | 2002-10-03 | Ming-Huang Chang | Vibration resistive instant responding roadway or bridge expansion joint and construction method of the same |
US20030033766A1 (en) * | 1995-10-17 | 2003-02-20 | Smythe Timothy D. | Drywall finishing system |
US20050262650A1 (en) * | 2003-10-31 | 2005-12-01 | Watson Bowman Acme Corporation | Expansion joint system including damping means |
-
2007
- 2007-01-24 US US11/657,335 patent/US20080175664A1/en not_active Abandoned
Patent Citations (29)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2258803A (en) * | 1939-05-24 | 1941-10-14 | Peles Julius Stanley | Birdproofing |
US2853871A (en) * | 1954-09-14 | 1958-09-30 | Jerry B Compton | Expansion joints for insulation structures |
US3276336A (en) * | 1964-04-16 | 1966-10-04 | Acme Highway Prod | Sealing devices for grooves between structural blocks |
US3367078A (en) * | 1964-06-09 | 1968-02-06 | Jerrell B. Thompson Jr. | Fastening device for expanded-metal sheets |
US3316574A (en) * | 1965-07-28 | 1967-05-02 | Pare Robert Lee | Road expansion joint |
US3390803A (en) * | 1967-03-22 | 1968-07-02 | Smith Hubert | Expansion joint for floating roof sealing assembly |
US3482492A (en) * | 1967-04-05 | 1969-12-09 | Acme Highway Prod | Joint seal |
US3425172A (en) * | 1967-11-30 | 1969-02-04 | Julian J Attaway | Roof expansion joint cover and flashing |
US3974614A (en) * | 1972-07-27 | 1976-08-17 | Strong Gardner H | Expansion-contraction joint |
US4636419A (en) * | 1972-08-11 | 1987-01-13 | Beghin-Say International, Inc. | Net and method of producing same |
US3951562A (en) * | 1973-02-08 | 1976-04-20 | Elastometal Limited | Expansion joint |
US3888599A (en) * | 1974-09-20 | 1975-06-10 | Specialties Const | Expansion joint seal |
US3992121A (en) * | 1976-01-19 | 1976-11-16 | Felt Products Mfg. Co. | Deck and roadway gap sealing assembly |
US4030156A (en) * | 1976-08-16 | 1977-06-21 | A. J. Harris & Sons, Inc. | Bridge expansion joint |
US4290713A (en) * | 1979-09-19 | 1981-09-22 | The D. S. Brown Company | Expansion joint sealing structures |
US4290713B1 (en) * | 1979-09-19 | 1987-01-13 | ||
US4374442A (en) * | 1981-07-27 | 1983-02-22 | The General Tire & Rubber Company | Expansion joint sealing assembly for curb and roadway intersections |
US4774795A (en) * | 1983-01-31 | 1988-10-04 | Braun Frank A | Expansion joint |
US4668031A (en) * | 1984-12-07 | 1987-05-26 | Delachaux S.A. | Conductor rail having an expansion joint |
US4743139A (en) * | 1987-01-23 | 1988-05-10 | Stelenco Limited | Expansion joint |
US4932183A (en) * | 1989-01-19 | 1990-06-12 | Kawneer Company, Inc. | Bellows splice sleeve |
US5209032A (en) * | 1991-10-28 | 1993-05-11 | Laumeister Thomas D | Assembly for preventing pigeons from entering the space between a pair of adjacent I-beams of a bridge |
US5247902A (en) * | 1992-05-04 | 1993-09-28 | Jean Williams | Cat climbing apparatus |
US5365713A (en) * | 1992-12-14 | 1994-11-22 | Pawling Corporation | Elastomeric seismic seal system |
US20030033766A1 (en) * | 1995-10-17 | 2003-02-20 | Smythe Timothy D. | Drywall finishing system |
US6131756A (en) * | 1996-05-29 | 2000-10-17 | Converta-Vans, Incorporated | Collapsible tank for convertible freight container |
US5887308A (en) * | 1997-07-28 | 1999-03-30 | Watson Bowman Acme Corp. | Expansion joint system with seismic accommodation |
US20020138925A1 (en) * | 2001-03-27 | 2002-10-03 | Ming-Huang Chang | Vibration resistive instant responding roadway or bridge expansion joint and construction method of the same |
US20050262650A1 (en) * | 2003-10-31 | 2005-12-01 | Watson Bowman Acme Corporation | Expansion joint system including damping means |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103147395A (en) * | 2013-03-01 | 2013-06-12 | 青岛宝基利工程技术咨询有限公司 | Method for filling hinge joint of fabricated prestressed hollow beam slab |
CN105926437A (en) * | 2016-04-25 | 2016-09-07 | 青岛林川工程技术咨询有限公司 | Hinge joint drainage structure and construction method thereof |
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