US3912404A - Highway post construction - Google Patents
Highway post construction Download PDFInfo
- Publication number
- US3912404A US3912404A US537965A US53796575A US3912404A US 3912404 A US3912404 A US 3912404A US 537965 A US537965 A US 537965A US 53796575 A US53796575 A US 53796575A US 3912404 A US3912404 A US 3912404A
- Authority
- US
- United States
- Prior art keywords
- post
- coupling
- construction
- section
- sections
- 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.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 title claims description 20
- 230000008878 coupling Effects 0.000 claims abstract description 30
- 238000010168 coupling process Methods 0.000 claims abstract description 30
- 238000005859 coupling reaction Methods 0.000 claims abstract description 30
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
- E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
- E01F9/623—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection
- E01F9/631—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection specially adapted for breaking, disengaging, collapsing or permanently deforming when deflected or displaced, e.g. by vehicle impact
- E01F9/635—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection specially adapted for breaking, disengaging, collapsing or permanently deforming when deflected or displaced, e.g. by vehicle impact by shearing or tearing, e.g. having weakened zones
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B2200/00—Constructional details of connections not covered for in other groups of this subclass
- F16B2200/63—Frangible connections
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/16—Joints and connections with adjunctive protector, broken parts retainer, repair, assembly or disassembly feature
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/55—Member ends joined by inserted section
Definitions
- bolts passing through the upper and lower sections of the post pass through a tie member disposed inside the post and which has a slot receiving at least one of the bolts to provide a lost motion tie upon separation of the post sections as by an impact.
- FIG. 1 is a perspective view of a highway sign post mounted by a frangible coupling having the tie down of the present invention
- FIG. 2 is an enlarged detail view of the coupling as assembled upon the post sections and with parts broken away and sectioned;
- FIG. 3 is a view similar to FIG. 2 showing the position of the parts after an impact.
- the post 1 is of a hollow open flanged channel construction similar to that employed by many highway construction departments.
- the post I is constructed of two sections, the upper section 2 which carries asign 3, and the lower support section 4 which generally extends into the ground or a concrete base.
- the two sections 2 and 4 are joined in alignment by a frangible coupling 5 which is secured to the lower end of upper section 2 and to the upper end of lower section 4 and provides a frangible weakened central transverse vzone6 which breaks upon impact against the upper section by a speeding vehicle or the like.
- the coupling 5 may take different form for posts of different structure.
- the coupling 5 may be a cast iron plate fit over the open side of the channel post sections and having side flanges 7 to partially embrace the side edges of the post sections.
- the coupling 5' is secured to each post section 2 and 4 as by a pair of bolts 8 which pass through the cover plate body portion of the coupling and through the back of the corresponding post section.
- the coupling 5 breaks at the transverse zone 6 between the adjacent ends of sections 2 and 4, and thereby releases and frees the upper section to avoid damage to it.
- a tie strip 9 is disposed generally longitudinally of the hollow post and is carried by one or both of the bolts 8 for each post section.
- Tie strip 9 has a slot 10, preferably at each end, for receiving the bolt or bolts of the corresponding post section, to provide a lost motion action whereby the upper section 4 may move freely at the moment of impact and sufficiently to be released from its supporting lower section 2, but thereafter when the bolts 8 reach the limit of slots 10 the section 4 will be tied and quided to drop toward the ground as illustrated in FIG. 3 where it will not be damaged and will not damage the vehicle or other objects.
- any tendency of the upper post section 4 to bend at the point of impact can be prevented by either applying to the outside or nesting in the channel thereof a channel piece or reinforcing section 11 secured in place by the upper bolts 8 and extending upwardly along section 4 to a height generally in excess of the zone of impact from vehicle bumpers and the like.
- a post construction of the type having a frangible coupling supporting an upper section of post upon a lower base section of post, and comprising at least one bolt extending through each post section and securing the same to the coupling, and a tie strip carried by said bolts with a lost motion slot at one end thereof for receiving one of the bolts and providing a limited freedom of movement for the upper post section following an impact which breaks the frangible coupling.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
An upper post section is secured to a base post section near the ground by a hollow centrally frangible coupling having an inside tie member with a lost motion connection across the line of breakage to retain at least a portion of the upper post against release upon impact.
Description
' United States Patent [191 Katt [4 1 Oct.14, 1975 HIGHWAY POST CONSTRUCTION [76] Inventor: Herbert L. Katt, 4107 Pennington Lane, Racine, Wis. 53403 [22] Filed: Jan. 2, 1975 [21] Appl. No.: 537,965
[52] US. Cl. 403/2; 403/11; 403/292 [51] Int. Cl. F16B 7/00 [58] Field of Search 403/2, 11, 312, 292, 123,
[56] References Cited UNITED STATES PATENTS 2,945,659 7/1960 McDonald 52/98 X 6/1974 Katt ..403/2 11/1974 Katt ..403/2 Primary ExaminerAndrew V. Kundrat Attorney, Agent, or Firm-Andrus, Sceales, Starke & Sawall [57] ABSTRACT An upper post section is secured to a base post section near the ground by a hollow centrally frangible coupling having an inside tie member with a lost motion connection across the line of breakage to retain at least a portion of the upper post against release upon impact.
6 Claims, 3 Drawing Figures U.S. Patent Oct. 14, 1975 lial HIGHWAY POST CONSTRUCTION BACKGROUND OF THE INVENTION This invention relates to a highway post construction employing a frangible coupling between an upper post member and a base support.
In the construction of such posts heretofore it has been difficult to prevent flying of the upper post member upon impact 'by a high speed vehicle, and consequent danger of damage to the vehicle or to other nearby vehicles and persons from the flying post section.
Various such couplings are illustrated in applicants earlier U.S. Pat. Nos. 3,820,906 and 3,846,030, the former showing a construction in which the upper post section is tied down against flying upon impact.
SUMMARY OF THE INVENTION In carrying out the present invention bolts passing through the upper and lower sections of the post pass through a tie member disposed inside the post and which has a slot receiving at least one of the bolts to provide a lost motion tie upon separation of the post sections as by an impact.
BRIEF DESCRIPTION OF THE DRAWINGS The accompanying drawing illustrates a preferred embodiment of the invention constituting the best mode presently contemplated for carrying out the invention.
In the drawing:
FIG. 1 is a perspective view of a highway sign post mounted by a frangible coupling having the tie down of the present invention;
FIG. 2 is an enlarged detail view of the coupling as assembled upon the post sections and with parts broken away and sectioned; and
FIG. 3 is a view similar to FIG. 2 showing the position of the parts after an impact.
DESCRIPTION OF THE PREFERRED EMBODIMENT In the embodiment illustrated in the drawing the post 1 is ofa hollow open flanged channel construction similar to that employed by many highway construction departments.
The post I is constructed of two sections, the upper section 2 which carries asign 3, and the lower support section 4 which generally extends into the ground or a concrete base.
The two sections 2 and 4 are joined in alignment by a frangible coupling 5 which is secured to the lower end of upper section 2 and to the upper end of lower section 4 and provides a frangible weakened central transverse vzone6 which breaks upon impact against the upper section by a speeding vehicle or the like.
The coupling 5 may take different form for posts of different structure. For the channel post illustrated the coupling 5 may be a cast iron plate fit over the open side of the channel post sections and having side flanges 7 to partially embrace the side edges of the post sections. g
The coupling 5' is secured to each post section 2 and 4 as by a pair of bolts 8 which pass through the cover plate body portion of the coupling and through the back of the corresponding post section.
When the upper post section 4 receives an impact, as from a high speed vehicle, the coupling 5 breaks at the transverse zone 6 between the adjacent ends of sections 2 and 4, and thereby releases and frees the upper section to avoid damage to it.
In order to prevent the upper section from flying over or into the vehicle or nearby objects and causing damage to them, a tie strip 9 is disposed generally longitudinally of the hollow post and is carried by one or both of the bolts 8 for each post section.
Tie strip 9 has a slot 10, preferably at each end, for receiving the bolt or bolts of the corresponding post section, to provide a lost motion action whereby the upper section 4 may move freely at the moment of impact and sufficiently to be released from its supporting lower section 2, but thereafter when the bolts 8 reach the limit of slots 10 the section 4 will be tied and quided to drop toward the ground as illustrated in FIG. 3 where it will not be damaged and will not damage the vehicle or other objects.
Any tendency of the upper post section 4 to bend at the point of impact can be prevented by either applying to the outside or nesting in the channel thereofa channel piece or reinforcing section 11 secured in place by the upper bolts 8 and extending upwardly along section 4 to a height generally in excess of the zone of impact from vehicle bumpers and the like.
Various modes of carrying out the invention are contemplated as being within the scope of the following claims particularly pointing out and distinctly claiming the subject matter which is regarded as the invention.
I claim:
1. A post construction of the type having a frangible coupling supporting an upper section of post upon a lower base section of post, and comprising at least one bolt extending through each post section and securing the same to the coupling, and a tie strip carried by said bolts with a lost motion slot at one end thereof for receiving one of the bolts and providing a limited freedom of movement for the upper post section following an impact which breaks the frangible coupling.
2. The construction of claim 1 in which a lost motion slot is provided at each end of saidtie strip with the inner ends of said slots spaced generally corresponding to the spacing of the bolts therethrough for the upper and lower post sections. 7
3. The construction of claim 1 in which said post sections are of the open flanged channel type and said coupling straddling the open side of said channel sections, and said tie strip is disposed in the hollow channel region between the coupling and the back of the channel sections.
4. The construction of claim 2 in which said post sections are of the open flanged channel type and said coupling straddling the open side of said channel sections, and said tie strip is disposed in the hollow channel region between the coupling and the back of the channel sections.
5. The construction of claim 3 and a reinforcing channel member nesting with said upper post section with its lower end secured in place by said coupling and its upper end extending to above the general region of impact on the post.
6. The construction of claim 3 and a reinforcing channel member nesting with said upper post section with its lower end secured in place by said coupling and its upper end extending to above the general region of impact on the post.
Claims (6)
1. A post construction of the type having a frangible coupling supporting an upper section of post upon a lower base section of post, and comprising at least one bolt extending through each post section and securing the same to the coupling, and a tie strip carried by said bolts with a lost motion slot at one end thereof for receiving one of the bolts and providing a limited freedom of movement for the upper post section following an impact which breaks the frangible coupling.
2. The construction of claim 1 in which a lost motion slot is provided at each end of said tie strip with the inner ends of said slots spaced generally corresponding to the spacing of the bolts therethrough for the upper and lower post sections.
3. The construction of claim 1 in which said post sections are of the open flanged channel type and said coupling straddling the open side of said channel sections, and said tie strip is disposed in the hollow channel region between the coupling and the back of the channel sections.
4. The construction of claim 2 in which said post sections are of the open flanged channel type and said coupling straddling the open side of said channel sections, and said tie strip is disposed in the hollow channel region between the coupling and the back of the channel sections.
5. The construction of claim 3 and a reinforcing channel member nesting with said upper post section with its lower end secured in place by said coupling and its upper end extending to above the general region of impact on the post.
6. The construction of claim 3 and a reinforcing channel member nesting with said upper post section with its lower end secured in place by said coupling and its upper end extending to above the general region of impact on the post.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US537965A US3912404A (en) | 1975-01-02 | 1975-01-02 | Highway post construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US537965A US3912404A (en) | 1975-01-02 | 1975-01-02 | Highway post construction |
Publications (1)
Publication Number | Publication Date |
---|---|
US3912404A true US3912404A (en) | 1975-10-14 |
Family
ID=24144855
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US537965A Expired - Lifetime US3912404A (en) | 1975-01-02 | 1975-01-02 | Highway post construction |
Country Status (1)
Country | Link |
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US (1) | US3912404A (en) |
Cited By (42)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4071970A (en) * | 1976-04-27 | 1978-02-07 | Transpo-Safety, Inc. | Hinge plate for roadside post safety breakaway system for sign panels and the like |
US4081177A (en) * | 1977-03-10 | 1978-03-28 | The United States Of America As Represented By The Secretary Of The Air Force | Break-away outrigger |
US4126403A (en) * | 1976-10-04 | 1978-11-21 | Franklin Steel Company | Post construction |
US4133125A (en) * | 1977-03-24 | 1979-01-09 | Lariosa Oscar A | Self-erecting sign post |
EP0005065A2 (en) * | 1978-04-21 | 1979-10-31 | Douglas Blanchard Chisholm | Yieldable upright assembly |
US4367871A (en) * | 1980-07-25 | 1983-01-11 | Schiefer William E | Articulable training device for racquet sports and the like |
US4490062A (en) * | 1978-04-21 | 1984-12-25 | Chisholm Douglas B | Couplings for sign posts and the like |
WO1987006993A1 (en) * | 1986-05-05 | 1987-11-19 | Moreno Albert M | Post support |
US4858876A (en) * | 1986-05-05 | 1989-08-22 | Moreno Albert M | Post support |
US4971267A (en) * | 1989-02-13 | 1990-11-20 | Allied-Signal Inc. | Multi-fuseable shaft |
US5004366A (en) * | 1989-11-02 | 1991-04-02 | Simmons George H | Break-away coupling |
US5044609A (en) * | 1989-02-24 | 1991-09-03 | Metalmiccanica Fracasso S.P.A. | Guardrail barrier |
US5125194A (en) * | 1991-05-08 | 1992-06-30 | Marion Steel Company | Safety sign post with breakaway connection |
US5484217A (en) * | 1994-07-15 | 1996-01-16 | Decks, Inc. | Restorable breakaway post |
US5535555A (en) * | 1995-11-17 | 1996-07-16 | The University Foundation, California State University | Breakaway post coupling |
US5797810A (en) * | 1996-01-25 | 1998-08-25 | Sandoval; George R. | Batting practice device |
US5957425A (en) * | 1996-03-13 | 1999-09-28 | The Marion Steel Company | Safety sign post with breakaway connection |
US6398192B1 (en) * | 1999-01-06 | 2002-06-04 | Trn Business Trust | Breakaway support post for highway guardrail end treatments |
US6467747B1 (en) | 1999-11-19 | 2002-10-22 | Western Highway Products, Inc. | Breakaway signpost |
US6488268B1 (en) | 1997-05-09 | 2002-12-03 | Trn Business Trust | Breakaway support post for highway guardrail end treatments |
WO2003033819A1 (en) * | 2001-09-28 | 2003-04-24 | Euromast As | Connector for carrying roadside posts |
US6715735B2 (en) | 2000-08-31 | 2004-04-06 | The Texas A&M University System | Head assembly for guardrail extruder terminal |
US6783116B2 (en) | 1999-01-06 | 2004-08-31 | Trn Business Trust | Guardrail end terminal assembly having at least one angle strut |
US6902150B2 (en) | 2001-11-30 | 2005-06-07 | The Texas A&M University System | Steel yielding guardrail support post |
US6948703B2 (en) | 2002-01-30 | 2005-09-27 | The Texas A&M University System | Locking hook bolt and method for using same |
US20060027797A1 (en) * | 2004-08-07 | 2006-02-09 | Safety By Design | Energy absorbing post for roadside safety devices |
US7401457B2 (en) | 2005-08-01 | 2008-07-22 | Cnh America Llc | Auger finger with tether for retaining and retracting the finger when broken |
US20080283808A1 (en) * | 2003-09-22 | 2008-11-20 | Dallas James | Frangible post for guardrail |
US20080295472A1 (en) * | 2007-06-04 | 2008-12-04 | Thompson Scott K | Retention device for separating combine auger finger materials and agricultural material engagement method |
US20090121205A1 (en) * | 2006-05-04 | 2009-05-14 | Armorflex Limited | Releaseable anchor cables for cable barriers that release upon certain load conditions upon the cable barrier |
US7556242B2 (en) | 2002-01-30 | 2009-07-07 | The Texas A&M University Systems | Cable guardrail release system |
US20090302288A1 (en) * | 2008-06-04 | 2009-12-10 | Dallas James | Guardrail |
US20100192482A1 (en) * | 2007-07-27 | 2010-08-05 | Dallas Rex James | Frangible posts |
US20100207087A1 (en) * | 2006-11-06 | 2010-08-19 | Dallas James | Impact energy dissipation system |
US20100215427A1 (en) * | 2007-06-01 | 2010-08-26 | Dallas James | barrier section connection system |
US20100243978A1 (en) * | 2009-03-31 | 2010-09-30 | Leonhardt Patrick A | Guardrail assembly, breakaway support post for a guardrail and methods for the assembly and use thereof |
US20100299853A1 (en) * | 2007-12-12 | 2010-12-02 | Alfred Kaercher Gmbh & Co. Kg | Cleaning apparatus |
US20110010974A1 (en) * | 2010-03-22 | 2011-01-20 | White Franklin B | Multipurpose sign bases for supporting temporary roadway safety signs and the like |
US8517349B1 (en) | 2000-10-05 | 2013-08-27 | The Texas A&M University System | Guardrail terminals |
US9305475B2 (en) | 2010-03-22 | 2016-04-05 | J. E. White, Llc | Multipurpose sign bases for supporting temporary roadway safety signs |
US20190032363A1 (en) * | 2017-07-26 | 2019-01-31 | Neil Joseph Bartnett | Hinging Fence Post |
US11970826B2 (en) | 2020-06-05 | 2024-04-30 | Valtir, LLC | Crash cushion |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2945659A (en) * | 1957-10-10 | 1960-07-19 | Mcdonald Earl | Parking meter post construction |
US3820906A (en) * | 1972-08-10 | 1974-06-28 | H Katt | Highway sign post |
US3846030A (en) * | 1972-08-10 | 1974-11-05 | H Katt | Post |
-
1975
- 1975-01-02 US US537965A patent/US3912404A/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2945659A (en) * | 1957-10-10 | 1960-07-19 | Mcdonald Earl | Parking meter post construction |
US3820906A (en) * | 1972-08-10 | 1974-06-28 | H Katt | Highway sign post |
US3846030A (en) * | 1972-08-10 | 1974-11-05 | H Katt | Post |
Cited By (66)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4071970A (en) * | 1976-04-27 | 1978-02-07 | Transpo-Safety, Inc. | Hinge plate for roadside post safety breakaway system for sign panels and the like |
US4126403A (en) * | 1976-10-04 | 1978-11-21 | Franklin Steel Company | Post construction |
US4081177A (en) * | 1977-03-10 | 1978-03-28 | The United States Of America As Represented By The Secretary Of The Air Force | Break-away outrigger |
US4133125A (en) * | 1977-03-24 | 1979-01-09 | Lariosa Oscar A | Self-erecting sign post |
US4490062A (en) * | 1978-04-21 | 1984-12-25 | Chisholm Douglas B | Couplings for sign posts and the like |
EP0005065A3 (en) * | 1978-04-21 | 1979-11-14 | Douglas Blanchard Chisholm | Sign post couplings |
US4236843A (en) * | 1978-04-21 | 1980-12-02 | Chisholm Douglas B | Sign post couplings |
EP0005065A2 (en) * | 1978-04-21 | 1979-10-31 | Douglas Blanchard Chisholm | Yieldable upright assembly |
US4367871A (en) * | 1980-07-25 | 1983-01-11 | Schiefer William E | Articulable training device for racquet sports and the like |
US4858876A (en) * | 1986-05-05 | 1989-08-22 | Moreno Albert M | Post support |
US4850565A (en) * | 1986-05-05 | 1989-07-25 | Moreno Albert M | Post support |
WO1987006993A1 (en) * | 1986-05-05 | 1987-11-19 | Moreno Albert M | Post support |
WO1989010514A1 (en) * | 1986-05-05 | 1989-11-02 | Albert Marion Moreno | Post support |
US4971267A (en) * | 1989-02-13 | 1990-11-20 | Allied-Signal Inc. | Multi-fuseable shaft |
US5044609A (en) * | 1989-02-24 | 1991-09-03 | Metalmiccanica Fracasso S.P.A. | Guardrail barrier |
US5004366A (en) * | 1989-11-02 | 1991-04-02 | Simmons George H | Break-away coupling |
US5125194A (en) * | 1991-05-08 | 1992-06-30 | Marion Steel Company | Safety sign post with breakaway connection |
US5484217A (en) * | 1994-07-15 | 1996-01-16 | Decks, Inc. | Restorable breakaway post |
US5535555A (en) * | 1995-11-17 | 1996-07-16 | The University Foundation, California State University | Breakaway post coupling |
US5797810A (en) * | 1996-01-25 | 1998-08-25 | Sandoval; George R. | Batting practice device |
US5957425A (en) * | 1996-03-13 | 1999-09-28 | The Marion Steel Company | Safety sign post with breakaway connection |
US8038126B1 (en) | 1997-05-09 | 2011-10-18 | Trinity Industries, Inc. | Breakaway support post for highway guardrail end treatments |
US6886813B2 (en) | 1997-05-09 | 2005-05-03 | Exodyne Technologies, Inc. | Breakaway support post for highway guardrail end treatments |
US6488268B1 (en) | 1997-05-09 | 2002-12-03 | Trn Business Trust | Breakaway support post for highway guardrail end treatments |
US6793204B2 (en) | 1997-05-09 | 2004-09-21 | Trn Business Trust | Breakaway support post for highway guardrail end treatments |
US6783116B2 (en) | 1999-01-06 | 2004-08-31 | Trn Business Trust | Guardrail end terminal assembly having at least one angle strut |
US6619630B2 (en) | 1999-01-06 | 2003-09-16 | Trn Business Trust | Breakaway support post for highway guardrail end treatments |
US6398192B1 (en) * | 1999-01-06 | 2002-06-04 | Trn Business Trust | Breakaway support post for highway guardrail end treatments |
US6467747B1 (en) | 1999-11-19 | 2002-10-22 | Western Highway Products, Inc. | Breakaway signpost |
US6715735B2 (en) | 2000-08-31 | 2004-04-06 | The Texas A&M University System | Head assembly for guardrail extruder terminal |
US8517349B1 (en) | 2000-10-05 | 2013-08-27 | The Texas A&M University System | Guardrail terminals |
WO2003033819A1 (en) * | 2001-09-28 | 2003-04-24 | Euromast As | Connector for carrying roadside posts |
US20040247376A1 (en) * | 2001-09-28 | 2004-12-09 | Malo Kjell Arne | Connector for carrying raodside posts |
AU2002328041C1 (en) * | 2001-09-28 | 2008-12-04 | Euromast As | Connector for carrying roadside posts |
AU2002328041B2 (en) * | 2001-09-28 | 2008-02-14 | Euromast As | Connector for carrying roadside posts |
US6902150B2 (en) | 2001-11-30 | 2005-06-07 | The Texas A&M University System | Steel yielding guardrail support post |
US6948703B2 (en) | 2002-01-30 | 2005-09-27 | The Texas A&M University System | Locking hook bolt and method for using same |
US7556242B2 (en) | 2002-01-30 | 2009-07-07 | The Texas A&M University Systems | Cable guardrail release system |
US7926790B2 (en) | 2003-09-22 | 2011-04-19 | Axip Limited | Impact slider for guardrail |
US20090065754A1 (en) * | 2003-09-22 | 2009-03-12 | Dallas James | Impact slider for guardrail |
US20080283808A1 (en) * | 2003-09-22 | 2008-11-20 | Dallas James | Frangible post for guardrail |
US8177194B2 (en) * | 2003-09-22 | 2012-05-15 | Axip Limited | Frangible post for guardrail |
US20060027797A1 (en) * | 2004-08-07 | 2006-02-09 | Safety By Design | Energy absorbing post for roadside safety devices |
US7401457B2 (en) | 2005-08-01 | 2008-07-22 | Cnh America Llc | Auger finger with tether for retaining and retracting the finger when broken |
US10174471B2 (en) | 2006-05-04 | 2019-01-08 | Valmont Highway Technology Limited | Cable-barriers |
US20090121205A1 (en) * | 2006-05-04 | 2009-05-14 | Armorflex Limited | Releaseable anchor cables for cable barriers that release upon certain load conditions upon the cable barrier |
US8915486B2 (en) | 2006-05-04 | 2014-12-23 | Valmont Highway Technology Limited | Releaseable anchor cables for cable barriers that release upon certain load conditions upon the cable barrier |
US20100207087A1 (en) * | 2006-11-06 | 2010-08-19 | Dallas James | Impact energy dissipation system |
US8596617B2 (en) | 2006-11-06 | 2013-12-03 | Axip Limited | Impact energy dissipation system |
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