CN102644248A - Disintegrating energy dissipation mark and use method thereof - Google Patents
Disintegrating energy dissipation mark and use method thereof Download PDFInfo
- Publication number
- CN102644248A CN102644248A CN2012101541496A CN201210154149A CN102644248A CN 102644248 A CN102644248 A CN 102644248A CN 2012101541496 A CN2012101541496 A CN 2012101541496A CN 201210154149 A CN201210154149 A CN 201210154149A CN 102644248 A CN102644248 A CN 102644248A
- Authority
- CN
- China
- Prior art keywords
- sign
- upper flange
- flange plate
- rotating shaft
- fixedly connected
- 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.)
- Granted
Links
Images
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
The invention provides a disintegrating energy dissipation mark which comprises a base flange, an upper flange, a mark upright column, a lower upright column and a concrete foundation, wherein the lower upright column is embedded in the concrete foundation; the base flange is fixedly connected with the lower upright column; the upper flange is fixedly connected with the mark upright column; the base flange is connected with one end of the upper flange through a rotating shaft; and the base flange is fixedly connected with the other end of the upper flange through a splicing bolt. Thus, after the mark upright column is bumped by a vehicle, the mark upright column can fall off along the driving direction of the vehicle, so that the damage to the vehicle caused by the mark upright column is relieved.
Description
Technical field
The present invention relates to a kind of road signs, be specifically related to a kind of disintegration energy dissipating sign and method for using thereof.
Background technology
Traffic sign is the road equipment with literal or symbol transmission guiding, restriction, warning or indication information, is to implement traffic administration and the important measures that guarantee traffic safety.
But; Because traffic sign need be arranged on trackside, therefore, in the above-mentioned various effects of performance; Also have following problem: vehicle is when going out main road; Usually can bump against the traffic sign column, because the bigger anti-force of traffic sign column tends to vehicle is caused bigger injury with fast speeds.
Summary of the invention
To the defective that prior art exists, the present invention provides a kind of disintegration energy dissipating sign and method for using thereof, and after vehicle bumped against the sign column, the sign column can lodge along vehicle heading, thereby has alleviated the infringement that the sign column causes vehicle.
The technical scheme that the present invention adopts is following:
The present invention provides a kind of disintegration energy dissipating sign, comprising: end flange, upper flange plate, sign column, lower pillar stand and concrete foundation; Said lower pillar stand is embedded in the said concrete foundation; Flange of the said end is fixedly connected with said lower pillar stand; Said upper flange plate is fixedly connected with said sign column; Flange of the said end is connected through rotating shaft with an end of said upper flange plate, and flange of the said end is fixedly connected through splice bolt with the other end of said upper flange plate.
Preferably, also comprise: fixed hook; Said fixed hook comprises arc part and the afterbody integrally formed with said arc part; Said afterbody is fixedly connected with flange of the said end, and said arc part is connected with said rotating shaft hook.
Preferably, also comprise: ribs; One end of said ribs is fixedly connected with said upper flange plate, and the other end of said ribs is fixedly connected with said sign column.
Preferably, the length of the end flange axis hole at said rotating shaft place is greater than height.
Preferably, the screw that is positioned at said upper flange plate at said splice bolt place is last screw, and the screw that is positioned at flange of the said end at said splice bolt place is following screw; Said upward screw is the open-type screw.
The present invention also provides a kind of method for using of the energy dissipating sign that disintegrates, and may further comprise the steps:
When said sign column was clashed into, the flange axis hole moved forward along the said end for said upper flange plate and said rotating shaft, makes said upper flange plate break away from said splice bolt; Then, under thrust, the said rotating shaft in said sign column edge is rotated and is lodged.
Preferably, in said upper flange plate and said rotating shaft along when the flange axis hole moves forward at the said end, stretching said fixed hook.
Beneficial effect of the present invention is following:
Disintegration energy dissipating sign provided by the invention adopts rotating shaft and splice bolt to bear the moment of flexure that external force causes jointly, under Vehicular impact; Because thrust, the sign column follows the slippage of car direction, and splice bolt comes off; Thereby the sign column is rotated through rotating shaft; Follow the lodging of car direction, therefore, reduced the infringement that the sign column possibly cause the vehicle reaction force.
Description of drawings
Fig. 1 is the front view of disintegration energy dissipating sign provided by the invention;
Fig. 2 is along the view of A-A among Fig. 1;
Fig. 3 is the front view of upper flange plate in the disintegration energy dissipating sign provided by the invention;
Fig. 4 is the vertical view of upper flange plate in the disintegration energy dissipating sign provided by the invention;
Fig. 5 is the left view of upper flange plate in the disintegration energy dissipating sign provided by the invention;
Fig. 6 is the front view of end flange in the disintegration energy dissipating sign provided by the invention;
Fig. 7 is the vertical view of end flange in the disintegration energy dissipating sign provided by the invention;
Fig. 8 is the left view of end flange in the disintegration energy dissipating sign provided by the invention;
Fig. 9 is the front view of fixed hook provided by the invention;
Figure 10 is the vertical view of fixed hook provided by the invention;
Figure 11 is the left view of fixed hook provided by the invention;
Figure 12 is the front view after upper flange plate and the assembling of end flange;
Figure 13 is the sectional view of Figure 12 along B-B.
Wherein, 1, end flange; 2, upper flange plate; 3, rotating shaft; 4, splice bolt; 5, ribs; 6, sign column; 7, lower pillar stand; 8, concrete foundation; 9, fixed hook.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is elaborated:
As depicted in figs. 1 and 2, the present invention provides a kind of disintegration energy dissipating sign, comprising: end flange, upper flange plate, sign column, lower pillar stand and concrete foundation; Said lower pillar stand is embedded in the said concrete foundation; Flange of the said end is fixedly connected with said lower pillar stand; Said upper flange plate is fixedly connected with said sign column; Flange of the said end is connected through rotating shaft with an end of said upper flange plate, and flange of the said end is fixedly connected through splice bolt with the other end of said upper flange plate.Wherein, the upper flange plate structure is shown in Fig. 3-5, and end flange plate structure is shown in Fig. 6-8, and upper flange plate and end flange assembling back structure also comprise: fixed hook and ribs shown in Figure 12-13; Shown in Fig. 9-11, said fixed hook comprises arc part and the afterbody integrally formed with said arc part; Said afterbody is fixedly connected with flange of the said end, and said arc part is connected with said rotating shaft hook.The purpose that installs and fixes crotch is: when disintegration energy dissipating sign is in normal condition, through the fixed hook fixed rotating shaft, thereby guarantee that rotating shaft is not shifted; And when disintegration energy dissipating sign was clashed into by the impact force of vehicle, fixed hook can be opened by bump.One end of said ribs is fixedly connected with said upper flange plate, and the other end of said ribs is fixedly connected with said sign column.The length of the end flange axis hole at said rotating shaft place is greater than height.Shown in figure 13; The length L of end flange axis hole is greater than height W; Thereby guarantee that the flange axis hole moves forward the end of along in rotating shaft when the sign column receives thrust, and the distance that can move should be greater than splice bolt from the come off displacement of needs of upper flange plate.The screw that is positioned at said upper flange plate at said splice bolt place is last screw, and the screw that is positioned at flange of the said end at said splice bolt place is following screw; The said screw of going up is the open-type screw, and screw becomes greatly gradually, and such structure design is in order to satisfy under thrust, and upper flange plate can level move forward, and the disengaging splice bolt.
The method for using of disintegration energy dissipating sign provided by the invention may further comprise the steps:
When said sign column is clashed into; The flange axis hole moves forward along the said end for said upper flange plate and said rotating shaft, and then stretching said fixed hook, and fixed hook no longer countershaft plays fixation; And; Along with upper flange plate moves horizontally forward, upper flange plate breaks away from splice bolt, and splice bolt is also no longer folded fixation to upper flange; Then, under thrust, the said rotating shaft in sign column edge is rotated and is lodged.
Need to prove that the present invention does not limit the size of end flange, upper flange plate, rotating shaft, splice bolt, ribs, sign column, lower pillar stand, concrete foundation and fixed hook, can confirm according to the stressed size of sign column is concrete.
In sum, disintegration energy dissipating sign provided by the invention adopts rotating shaft and splice bolt to bear the moment of flexure that external force causes jointly; Under Vehicular impact, because thrust, the sign column follows the slippage of car direction; Splice bolt comes off, thereby the sign column is rotated through rotating shaft, follows the lodging of car direction; Therefore, reduced the infringement that the sign column possibly cause the vehicle reaction force.
The above only is a preferred implementation of the present invention; Should be pointed out that for those skilled in the art, under the prerequisite that does not break away from the principle of the invention; Can also make some improvement and retouching, these improvement and retouching also should be looked protection scope of the present invention.
Claims (7)
1. a disintegration energy dissipating sign is characterized in that, comprising: end flange, upper flange plate, sign column, lower pillar stand and concrete foundation; Said lower pillar stand is embedded in the said concrete foundation; Flange of the said end is fixedly connected with said lower pillar stand; Said upper flange plate is fixedly connected with said sign column; Flange of the said end is connected through rotating shaft with an end of said upper flange plate, and flange of the said end is fixedly connected through splice bolt with the other end of said upper flange plate.
2. disintegration energy dissipating sign according to claim 1 is characterized in that, also comprises: fixed hook; Said fixed hook comprises arc part and the afterbody integrally formed with said arc part; Said afterbody is fixedly connected with flange of the said end, and said arc part is connected with said rotating shaft hook.
3. disintegration energy dissipating sign according to claim 1 is characterized in that, also comprises: ribs; One end of said ribs is fixedly connected with said upper flange plate, and the other end of said ribs is fixedly connected with said sign column.
4. disintegration energy dissipating sign according to claim 1 is characterized in that, the length of the end flange axis hole at said rotating shaft place is greater than height.
5. disintegration energy dissipating sign according to claim 1 is characterized in that, the screw that is positioned at said upper flange plate at said splice bolt place is last screw, and the screw that is positioned at flange of the said end at said splice bolt place is following screw; Said upward screw is the open-type screw.
6. the method for using of each said disintegration energy dissipating sign of claim 1-5 is characterized in that, may further comprise the steps:
When said sign column was clashed into, the flange axis hole moved forward along the said end for said upper flange plate and said rotating shaft, makes said upper flange plate break away from said splice bolt; Then, under thrust, the said rotating shaft in said sign column edge is rotated and is lodged.
7. the method for using of disintegration energy dissipating sign according to claim 6 is characterized in that, in said upper flange plate and said rotating shaft along when the flange axis hole moves forward at the said end, stretching said fixed hook.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210154149.6A CN102644248B (en) | 2012-05-17 | 2012-05-17 | Disintegrating energy dissipation mark and use method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210154149.6A CN102644248B (en) | 2012-05-17 | 2012-05-17 | Disintegrating energy dissipation mark and use method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
CN102644248A true CN102644248A (en) | 2012-08-22 |
CN102644248B CN102644248B (en) | 2014-06-18 |
Family
ID=46657311
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201210154149.6A Active CN102644248B (en) | 2012-05-17 | 2012-05-17 | Disintegrating energy dissipation mark and use method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102644248B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107524101A (en) * | 2017-08-24 | 2017-12-29 | 哈尔滨工业大学 | The traffic sign bar structure of directioning falling after a kind of shock |
CN110374021A (en) * | 2019-07-08 | 2019-10-25 | 吉林建筑大学 | A kind of adverse weather road prohibitory sign layout structure and security protection subtract can structure |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4926592A (en) * | 1989-02-10 | 1990-05-22 | Unistrut International Corp. | Breakaway sign post coupling |
US4986687A (en) * | 1989-05-18 | 1991-01-22 | Ivey Don L | AD-IV breakaway system for timber utility poles |
CN201031365Y (en) * | 2007-04-20 | 2008-03-05 | 王元庆 | Energy dissipator used for double columns traffic sign |
US20080085148A1 (en) * | 2006-10-05 | 2008-04-10 | Matthew Edward Leahy | Methods and apparatus for mounting signs adjacent to roadways |
CN201187042Y (en) * | 2008-04-16 | 2009-01-28 | 北京交科公路勘察设计研究院有限公司 | Traffic sign pole having two separable structures |
CA2665742A1 (en) * | 2009-04-06 | 2010-10-06 | Korea Institute Of Construction Technology | Slip base structure with clip device |
-
2012
- 2012-05-17 CN CN201210154149.6A patent/CN102644248B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4926592A (en) * | 1989-02-10 | 1990-05-22 | Unistrut International Corp. | Breakaway sign post coupling |
US4986687A (en) * | 1989-05-18 | 1991-01-22 | Ivey Don L | AD-IV breakaway system for timber utility poles |
US20080085148A1 (en) * | 2006-10-05 | 2008-04-10 | Matthew Edward Leahy | Methods and apparatus for mounting signs adjacent to roadways |
CN201031365Y (en) * | 2007-04-20 | 2008-03-05 | 王元庆 | Energy dissipator used for double columns traffic sign |
CN201187042Y (en) * | 2008-04-16 | 2009-01-28 | 北京交科公路勘察设计研究院有限公司 | Traffic sign pole having two separable structures |
CA2665742A1 (en) * | 2009-04-06 | 2010-10-06 | Korea Institute Of Construction Technology | Slip base structure with clip device |
Non-Patent Citations (2)
Title |
---|
孙蕊等: "美国的路侧解体消能设施设计", 《道路交通与安全》 * |
沈艳松: "解体消能交通标志设计理论研究", 《中国优秀硕士学位论文全文数据库工程科技Ⅱ辑》 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107524101A (en) * | 2017-08-24 | 2017-12-29 | 哈尔滨工业大学 | The traffic sign bar structure of directioning falling after a kind of shock |
CN107524101B (en) * | 2017-08-24 | 2023-05-23 | 东北林业大学 | Directional traffic sign pole structure of empting after striking |
CN110374021A (en) * | 2019-07-08 | 2019-10-25 | 吉林建筑大学 | A kind of adverse weather road prohibitory sign layout structure and security protection subtract can structure |
Also Published As
Publication number | Publication date |
---|---|
CN102644248B (en) | 2014-06-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2417436C (en) | Flush mount breakaway post coupler | |
US7955023B2 (en) | Slip base structure with clip device | |
US8523135B2 (en) | Breakaway device for posts | |
CN105822332B (en) | A kind of mining frictional energy-absorbing impact preventing anchor rod of stepping down | |
CN102644248A (en) | Disintegrating energy dissipation mark and use method thereof | |
CN206503090U (en) | Cushion guardail | |
CN206971132U (en) | A kind of highway crash guard rail | |
CN109338941A (en) | A kind of packaged type banister | |
CN105625227B (en) | A kind of guardrail height adaptive approach of the hoisting depth in shock | |
CN205604106U (en) | Multi -functional road sign board for municipal administration | |
CN205604108U (en) | Collision indication tablet that town road was used | |
CN206800278U (en) | A kind of self- recoverage type anticollision barrier | |
US20110067323A1 (en) | Breakaway utility pole with decorative base cover | |
CN103874802A (en) | Removable base for vertical street furniture elements | |
CN203460882U (en) | Protective device of responder | |
CN206693057U (en) | Bridge construction jacking apparatus | |
CN214506405U (en) | Power line support with hang tag function | |
CN203113245U (en) | Cable guardrail stand column | |
CN210975624U (en) | Novel single-column type traffic sign supporting rod | |
KR20210030611A (en) | Screw Bolts for Fixing Road Facilities | |
CN211173370U (en) | Highway bridge construction foundation ditch protector | |
CN220868073U (en) | Anti-collision device for highway construction | |
CN110473483A (en) | A kind of sky sign auxiliary device using wind-force | |
CN110295556A (en) | A kind of lifting column for being not easy to break | |
CN220503724U (en) | Anticollision traffic sign tablet |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |