CN110055850A - A kind of town road passive safety feature and its installation method - Google Patents
A kind of town road passive safety feature and its installation method Download PDFInfo
- Publication number
- CN110055850A CN110055850A CN201910336114.6A CN201910336114A CN110055850A CN 110055850 A CN110055850 A CN 110055850A CN 201910336114 A CN201910336114 A CN 201910336114A CN 110055850 A CN110055850 A CN 110055850A
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- Prior art keywords
- foundation pit
- concrete layer
- tire
- vehicle
- safety feature
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- 238000009434 installation Methods 0.000 title claims abstract description 12
- 238000000034 method Methods 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 230000002787 reinforcement Effects 0.000 claims abstract description 17
- 239000010920 waste tyre Substances 0.000 claims description 34
- 239000000872 buffer Substances 0.000 claims description 24
- 239000000203 mixture Substances 0.000 claims description 22
- 230000003139 buffering effect Effects 0.000 claims description 9
- 239000004576 sand Substances 0.000 claims description 9
- 238000005452 bending Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 241000218666 Metasequoia Species 0.000 claims description 3
- 241000353135 Psenopsis anomala Species 0.000 claims description 3
- 229910000746 Structural steel Inorganic materials 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 241000196324 Embryophyta Species 0.000 claims description 2
- 241000219000 Populus Species 0.000 claims description 2
- 239000002131 composite material Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 description 6
- 238000007665 sagging Methods 0.000 description 4
- 230000035939 shock Effects 0.000 description 3
- 206010039203 Road traffic accident Diseases 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000012146 running buffer Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/007—Vehicle decelerating or arresting surfacings or surface arrangements, e.g. arrester beds ; Escape roads, e.g. for steep descents, for sharp bends
-
- 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
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/14—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Road Paving Structures (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention discloses a kind of town road passive safety feature and its installation methods, concrete layer on the ground is poured including one, the inside of the concrete layer has poured steel reinforcement cage, steel reinforcement cage is arranged in parallel with multilayer above and below, the slope surface that a gradient is 3 ~ 6 ° is formed after the concrete layer pours, in vehicle bumper, vehicle is hoisted traveling by the low side of the slope surface, and the lateral length after the completion of the concrete layer pours is 200 ~ 300 meters；It is slow that vehicle may be implemented in this product.
Description
Technical field
The present invention relates to a kind of town road passive safety feature and its installation methods.
Background technique
Transfer loader, vehicle load is usually at 10 tons or more, during driving, since loading capacity is larger, because
Situations such as high temperature, locking, often occurs for this brake, especially leads to brake due to frequently braking in long descending section
Heat fade is extremely serious, and often there is a situation where brake failures, and since descending section is longer, vehicle can be with the mistake of brake
The continuous passive acceleration of effect, finally goes out guardrail, causes extremely serious traffic accident, and existing method is under road
Buffering path is built at the position of slope, buffering path is the simple structure of gravel and sand, it is sagging by being carried out to wheel, reduce the attached of wheel
Put forth effort, and then play slow effect, but we will often find that, rest on the thing of the loading vehicles rollover on buffering path
It is sagging serious due to ground therefore the reason is that be, cause vehicle towards the serious inclination in side, finally results in vehicle side
It turns over.
Based on the above issues, we devise it is a kind of may be implemented the slow town road passive safety feature of vehicle and its
Installation method.
Summary of the invention
The slow town road passive security dress of vehicle may be implemented the technical problem to be solved in the present invention is to provide a kind of
It sets and its installation method.
To solve the above problems, the present invention adopts the following technical scheme:
A kind of town road passive safety feature pours concrete layer on the ground, the inside of the concrete layer including one
Steel reinforcement cage is poured, steel reinforcement cage is arranged in parallel with multilayer above and below, and it is 3 ~ 6 ° that a gradient is formed after the concrete layer pours
Slope surface, in vehicle bumper, vehicle is hoisted traveling by the low side of the slope surface, the concrete layer pour after the completion of transverse direction
Length be 200 ~ 300 meters, a recessed foundation pit is formed after pouring in the slope surface, the depth of foundation pit is 10 ~ 20cm,
Tiling has buffer mixture in the foundation pit, and the setting of foundation pit is primarily to filling buffer mixture connects when the vehicle is running
Buffer mixture is touched, leads to sinking for wheel, realizes the deceleration of vehicle, it, will not since the depth of foundation pit only has 10 ~ 20cm
The excessive inclination for causing vehicle, avoids vehicle from turning on one's side during buffering, and the lower section of foundation pit is concrete, and concrete has foot
Enough support strengths, can satisfy the support needs of vehicle, and steel reinforcement cage has been poured in concrete, can further increase
The structural strength of concrete layer, being arranged side by side at the close leftward position of the foundation pit has multiple bumper posts, the bumper post
It is formed including multiple waste tires stacked above and below, and the rod piece being threaded through between multiple waste tires, the rod piece
Lower end is downwardly into after passing through multiple waste tires to the concrete layer, the upper end of rod piece oblique bending rear support to the left
At the top of concrete layer, multiple lateral defensive first have been poured at the top of the concrete layer, along the foundation pit
The diameter of waste tire, the first waste tire is greater than 60cm, and tire is wider than 22.5cm, and the first waste tire is in casting concrete layer
When, that is, fixation being poured, is not necessarily to later period others fixed form, the first waste tire is to play lateral buffer protection effect,
When stop failure occurs for vehicle, the direction of vehicle is usual or controllable, therefore the setting of the first waste tire can be reminded
The direction of driver's traveling, avoids more line, while when vehicle is uncontrollable, bears the shock of vehicle, reduces vehicle damage, also reduces vehicle
Sweep away the risk on slope.
Preferably, every layer of steel reinforcement cage includes the more spirals being staggered in transverse and longitudinal, the diameter of spiral
For 8mm ~ 12mm, ligation fixation, the spacing of laterally adjacent spiral are carried out by steel tied silk at spiral intervening portion
For 20 ~ 30cm, the spacing of longitudinally adjacent spiral is 15 ~ 30cm.
Preferably, the buffer mixture includes 20 ~ 30% middle sand, and 20 ~ 25% stone, surplus is melon seeds piece, flat
When paving, it is laid with again after being mixed by mixing apparatus；Above-mentioned each material is simple and easy to get, and has well after stress
Deformability, be easy to cooperate wheel to realize and slow down.
Preferably, the rod piece uses diameter for the hollow steel pipe of 6cm ~ 8cm, and material is Q235 common carbon structural steel,
Wall thickness is 1cm ~ 2cm.
Preferably, more tire broken wall bars are provided in the bottom of the foundation pit, close to array at the bumper post position,
Pyramid shape is processed into the upper end of tire broken wall bar, and the dry lower end of tire broken wall is cast in concrete layer, and the upper end is by institute
Buffer mixture to be stated to be covered, under normality, tire broken wall bar is submerged in buffer mixture, when vehicle drives into, and
When travel speed is too fast, the sagging deformation of buffer mixture will cause, and then tire broken wall bar is allowed to contact with wheel, realize wheel
Broken wall, the tire after broken wall generates biggish rolling resistance, helps vehicle deceleration, buffers the impact force to bumper post.
Preferably, in the inside of the bumper post, a space is formed by waste tire, should be filled in the space
Rough sand can increase the ability of anti-deformation of waste tire, increase the anticollision ability of this product after filling rough sand, reduce by
Routed probability after power；
Preferably, in the inside of the bumper post, a space is formed by waste tire, is banketed in the space, and plant
Plant seedlings wood, cooperates nursery stock, and the mark of finishing line may be implemented, and reminds driver to carry out collision and prepares, while nursery stock can also play
The effect of anticollision；
Preferably, nursery stock is one of metasequoia tree, diversiform-leaved poplar tree.
A kind of installation method of town road passive safety feature, comprising the following steps:
1) installation site of the terminal in the long descending section of super expressway as this structure is selected first；
2) leveling that the position of pre-installation is carried out to ground after leveling, forms the structure of a V-shaped relative to descending section,
When vehicle is when stop failure occurs for descending section, the upward slope by flattening section, which is realized, to slow down；
3) on section after the completion of leveling, it is laid with steel reinforcement cage, every one layer of steel reinforcement cage of laying pours a layer concrete, until mixed
Until solidifying soil layer pours completion, in casting concrete, need to build the wooden template for forming the foundation pit above,
After concreting completion is dry and hard, the foundation pit is formed, then removes template again；
4) multiple waste tires are carried out to vertical stacking, are then inserted into rod piece, rod piece is downwardly into, and can be opened up in foundation pit
The hole of insertion insertion rod piece, the upper end of rod piece are bent before factory by bending device, so that the lower end of rod piece is being inserted
After entering to concrete layer, the upper surface of end in contact concrete layer thereon forms diagonal brace, wherein it is waste and old to need that there are at least one
Tire is located in the foundation pit；
5) buffer mixture is filled to foundation pit, is then compacted using road roller, buffering composite soil covering is located at foundation pit
Interior waste tire.
The beneficial effects of the present invention are: can be realized in the long descending section of super expressway after the completion of the present invention must mat formation
Safeguard protection can drive into the present invention when stop failure occurs for vehicle, the deceleration of vehicle is realized by buffer mixture,
The shock of vehicle is born by bumper post, reduces vehicle damage, this product is easy to mat formation, and condition of molding is simple, can reduce large size
Traffic accident is suitble to promote the use of.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the partial schematic diagram under overlooking state of the invention；
Fig. 2 is cross-sectional view of the invention；
Fig. 3 is the top view of steel reinforcement cage；
Fig. 4 is the top view of foundation pit；
Fig. 5 is the scheme of installation of tire broken wall bar；
Fig. 6 is top view of the present invention under implementation state；
Fig. 7 is top view of the present invention under implementation state.
Specific embodiment
All features disclosed in this specification or disclosed all methods or in the process the step of, in addition to mutually exclusive
Feature and/or step other than, can combine in any way.
Any feature disclosed in this specification (including any accessory claim, abstract and attached drawing), except non-specifically chatting
It states, can be replaced by other alternative features that are equivalent or have similar purpose.That is, unless specifically stated, each feature is only
It is an example in a series of equivalent or similar characteristics.
In the description of the present invention, it is to be understood that, term " one end ", " other end ", " outside ", "upper", " inside ",
The orientation or positional relationship of the instructions such as "horizontal", " coaxial ", " center ", " end ", " length ", " outer end " is based on shown in attached drawing
Orientation or positional relationship, be merely for convenience of description of the present invention and simplification of the description, rather than the device of indication or suggestion meaning
Or element must have a particular orientation, be constructed and operated in a specific orientation, therefore be not considered as limiting the invention.
In addition, in the description of the present invention, the meaning of " plurality " is at least two, such as two, three etc., unless otherwise
Clear specific restriction.
In the present invention unless specifically defined or limited otherwise, term " setting ", " socket ", " connection ", " running through ",
Terms such as " grafting " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；It can be with
It is mechanical connection, is also possible to be electrically connected；It can be directly connected, two can also be can be indirectly connected through an intermediary
The interaction relationship of connection or two elements inside a element, unless otherwise restricted clearly.For the common of this field
For technical staff, the specific meanings of the above terms in the present invention can be understood according to specific conditions.
Embodiment 1
Refering to fig. 1 with a kind of town road passive safety feature shown in Fig. 2, concrete layer 1 on the ground is poured including one,
Concrete layer pours with a thickness of 50cm, and the longitudinal width of concrete layer poured is 300cm, the concrete layer 1 it is interior
Portion has poured steel reinforcement cage 2, and steel reinforcement cage is arranged in parallel with multilayer above and below, forms a gradient after the concrete layer 1 pours and is
3.5 ° of slope surface 101, in vehicle bumper, vehicle is hoisted traveling by the low side of the slope surface 101, and the concrete layer 1 pours
Lateral length after the completion is 240 meters, and the load-carrying of lorry is larger, and the braking distance of the chief minister's seal is also longer, in the slope surface 101
A recessed foundation pit 102 is formed after pouring, the depth of foundation pit 102 is 14cm, and tiling has buffering to mix in the foundation pit 102
Object 3, the setting of foundation pit 102 is primarily to filling buffer mixture 3 contacts buffer mixture 3, cause when the vehicle is running
Sinking for wheel, realizes the deceleration of vehicle, since the depth of foundation pit 102 only has 14cm, not will cause the excessive side of vehicle
To incline, vehicle is avoided to turn on one's side during buffering, the lower section of foundation pit 102 is concrete, and concrete has enough support strengths,
It can satisfy the support needs of vehicle, and poured steel reinforcement cage 2 in concrete, the knot of concrete layer 1 can be further increased
Structure intensity, being arranged side by side at the close leftward position of the foundation pit 102 has multiple bumper posts 4, and the bumper post 4 includes multiple
The waste tire 401 stacked above and below forms, and the rod piece 402 being threaded through between multiple waste tires 401, the rod piece
402 lower end is downwardly into after passing through multiple waste tires 401 to the concrete layer 1, and the upper end of rod piece 402 rolls to the left
Unsymmetrical bending rear support at the top of concrete layer 1, the top of the concrete layer 1, poured along the foundation pit 102 it is multiple
Lateral defensive first waste tire 5, the diameter of the first waste tire 5 are 60cm, and tire width is 23.5cm, the first waste tire
5 in casting concrete layer, that is, is poured fixation, is not necessarily to later period others fixed form, and the first waste tire 5 is to play laterally
Buffer protection effect, when stop failure occurs for vehicle, the direction of vehicle is usual or controllable, therefore the first waste tire
Setting can remind driver travel direction, avoid more line, while when vehicle is uncontrollable, bear the shock of vehicle, reduce
Vehicle damage also reduces the risk that vehicle sweeps away slope.
Embodiment 2
As shown in fig.3, every layer of steel reinforcement cage 2 includes the more spirals being staggered in transverse and longitudinal, spiral it is straight
Diameter is 10mm, carries out ligation fixation by steel tied silk at spiral intervening portion, and the spacing of laterally adjacent spiral is
24cm, the spacing of longitudinally adjacent spiral are 20cm.
Embodiment 3
The buffer mixture 3 include 30% middle sand, 25% stone, 45% melon seeds piece, tiling when, pass through mixing apparatus
It is laid with again after being mixed；Above-mentioned each material is simple and easy to get, and has good deformability after stress, is easy to match
It closes wheel and realizes and slow down.
Embodiment 4
The rod piece 402 uses diameter for the hollow steel pipe of 8cm, and material is Q235 common carbon structural steel, wall thickness 2cm.
Embodiment 5
Refering to shown in Fig. 4 and Fig. 5, more are provided in the bottom of the foundation pit 102, close to array at 4 position of bumper post
Pyramid shape is processed into tire broken wall bar 6, the upper end of tire broken wall bar 6, and the lower end of tire broken wall dry 6 is cast in concrete layer
In 1, the upper end is covered by the buffer mixture 3, and under normality, tire broken wall bar 6 is submerged in buffer mixture 3
, when vehicle drives into, and travel speed is too fast, it will cause the sagging deformation of buffer mixture 3, and then allow tire broken wall bar
6 contact with wheel, realize the broken wall of wheel, and the tire after broken wall generates biggish rolling resistance, help vehicle deceleration, buffering pair
The impact force of bumper post.
Embodiment 6
As shown in fig.6, forming a space in the inside of the bumper post 4 by waste tire, should being filled in the space
There is rough sand 444, after filling rough sand, the ability of anti-deformation of waste tire can be increased, increase the anticollision ability of this product, subtract
Routed probability after few stress；
Embodiment 7
As shown in fig.7, forming a space in the inside of the bumper post 4 by waste tire, banketing in the space
445, and nursery stock is planted, cooperate nursery stock, the mark of finishing line may be implemented, reminds driver to carry out collision and prepare, while nursery stock
The effect of anticollision can also be played；
Embodiment 8
Nursery stock is metasequoia tree.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, various changes and improvements may be made to the invention without departing from the spirit and scope of the present invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent defines.
Claims (9)
1. a kind of town road passive safety feature, it is characterised in that: concrete layer on the ground is poured including one, it is described mixed
The inside of solidifying soil layer has poured steel reinforcement cage, and steel reinforcement cage is arranged in parallel with multilayer above and below, forms one after the concrete layer pours
A gradient is 3 ~ 6 ° of slope surface, and in vehicle bumper, vehicle is hoisted traveling by the low side of the slope surface, and the concrete layer pours
Lateral length after the completion is 200 ~ 300 meters, and a recessed foundation pit, the depth of foundation pit are formed after pouring in the slope surface
For 10 ~ 20cm, tiling has buffer mixture in the foundation pit, at close the leftward position of the foundation pit it is arranged side by side have it is more
A bumper post, the bumper post include it is multiple stack above and below waste tires composition, and be threaded through multiple waste tires it
Between rod piece, the lower end of the rod piece is downwardly into after passing through multiple waste tires to the concrete layer, the upper end of rod piece
Oblique bending rear support has poured at the top of concrete layer at the top of the concrete layer, along the foundation pit to the left
Multiple lateral defensive first waste tires, the diameter of the first waste tire are greater than 60cm, and tire is wider than 22.5cm.
2. according to town road passive safety feature described in claim 1, it is characterised in that: every layer of steel reinforcement cage includes more
The diameter of the spiral being staggered in transverse and longitudinal, spiral is 8mm ~ 12mm, passes through steel at spiral intervening portion
Tied silk carries out ligation fixation, and the spacing of laterally adjacent spiral is 20 ~ 30cm, and the spacing of longitudinally adjacent spiral is 15
~30cm。
3. town road passive safety feature according to claim 1, it is characterised in that: the buffer mixture includes 20
~ 30% middle sand, 20 ~ 25% stone, surplus are that melon seeds piece is spread after being mixed by mixing apparatus again in tiling
If.
4. town road passive safety feature according to claim 1, it is characterised in that: the rod piece use diameter for
The hollow steel pipe of 6cm ~ 8cm, material are Q235 common carbon structural steel, and wall thickness is 1cm ~ 2cm.
5. town road passive safety feature according to claim 1, it is characterised in that: the foundation pit bottom, lean on
Array is provided with more tire broken wall bars at the nearly bumper post position, and pyramid shape is processed into the upper end of tire broken wall bar, wheel
The dry lower end of tire broken wall is cast in concrete layer, and the upper end is covered by the buffer mixture, and under normality, tire is broken
Wall bar is submerged in buffer mixture, when vehicle drives into, and travel speed is too fast, will cause under buffer mixture
Deformation is fallen into, and then tire broken wall bar is allowed to contact with wheel, realizes the broken wall of wheel, the tire after broken wall generates biggish rolling resistance
Power helps vehicle deceleration, buffers the impact force to bumper post.
6. town road passive safety feature according to claim 1, it is characterised in that: in the inside of the bumper post,
A space is formed by waste tire, rough sand should be filled in the space.
7. town road passive safety feature according to claim 1, it is characterised in that: in the inside of the bumper post,
A space is formed by waste tire, is banketed in the space, and plant nursery stock.
8. town road passive safety feature according to claim 7, it is characterised in that: nursery stock is metasequoia tree, diversiform-leaved poplar tree
One of.
9. a kind of installation method of town road passive safety feature any one of claims 1 to 8, feature exist
In: the following steps are included: selecting installation site of the terminal in the long descending section of super expressway as this structure first；It will pacify in advance
The position of dress carries out the leveling on ground, after leveling, the structure of a V-shaped is formed relative to descending section, when vehicle is in descending
When stop failure occurs for section, the upward slope by flattening section, which is realized, to slow down；On section after the completion of leveling, it is laid with reinforcing bar
Cage, every one layer of steel reinforcement cage of laying pours a layer concrete, until concrete layer pours completion, in casting concrete,
It needs to build the wooden template for forming the foundation pit above, after concreting completion is dry and hard, forms the base
Hole, then removes template again；Multiple waste tires are carried out to vertical stacking, are then inserted into rod piece, rod piece is downwardly into,
The hole of insertion insertion rod piece can be opened up in foundation pit, the upper end of rod piece is bent before factory by bending device, so that
The lower end of rod piece is after being inserted into concrete layer, and the upper surface of end in contact concrete layer, forms diagonal brace, wherein needing to stay thereon
There is at least one waste tire to be located in the foundation pit；Buffer mixture is filled to foundation pit, is then pressed using road roller
Real, buffering composite soil covering is located at the waste tire in foundation pit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910336114.6A CN110055850B (en) | 2019-04-24 | 2019-04-24 | Municipal road passive safety device and mounting method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910336114.6A CN110055850B (en) | 2019-04-24 | 2019-04-24 | Municipal road passive safety device and mounting method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110055850A true CN110055850A (en) | 2019-07-26 |
| CN110055850B CN110055850B (en) | 2020-05-01 |
Family
ID=67320607
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910336114.6A Active CN110055850B (en) | 2019-04-24 | 2019-04-24 | Municipal road passive safety device and mounting method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110055850B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110552270A (en) * | 2019-09-05 | 2019-12-10 | 杨鸿苍 | speed-reducing road capable of reducing speed of vehicle |
| CN112227264A (en) * | 2020-10-22 | 2021-01-15 | 章柯 | Road central authorities separate buffer for road administration engineering |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200317158Y1 (en) * | 2003-03-25 | 2003-06-25 | 주식회사 남원건설엔지니어링 | Emergency braking facility using waste tire |
| CN1704531A (en) * | 2004-05-26 | 2005-12-07 | 李幸洪 | Method for building road isolation green belt guard-rail using waste tyres |
| CN202730573U (en) * | 2012-07-27 | 2013-02-13 | 长安大学 | Emergency lane |
| CN108411724A (en) * | 2018-03-27 | 2018-08-17 | 邓海军 | A kind of municipal administration buffer channel |
| CN108755313A (en) * | 2018-08-23 | 2018-11-06 | 新疆工程学院 | Novel buffer type emergency lane |
-
2019
- 2019-04-24 CN CN201910336114.6A patent/CN110055850B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200317158Y1 (en) * | 2003-03-25 | 2003-06-25 | 주식회사 남원건설엔지니어링 | Emergency braking facility using waste tire |
| CN1704531A (en) * | 2004-05-26 | 2005-12-07 | 李幸洪 | Method for building road isolation green belt guard-rail using waste tyres |
| CN202730573U (en) * | 2012-07-27 | 2013-02-13 | 长安大学 | Emergency lane |
| CN108411724A (en) * | 2018-03-27 | 2018-08-17 | 邓海军 | A kind of municipal administration buffer channel |
| CN108755313A (en) * | 2018-08-23 | 2018-11-06 | 新疆工程学院 | Novel buffer type emergency lane |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110552270A (en) * | 2019-09-05 | 2019-12-10 | 杨鸿苍 | speed-reducing road capable of reducing speed of vehicle |
| CN112227264A (en) * | 2020-10-22 | 2021-01-15 | 章柯 | Road central authorities separate buffer for road administration engineering |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110055850B (en) | 2020-05-01 |
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