CN105525547A - Simulation ice surface road used for vehicle driver training - Google Patents
Simulation ice surface road used for vehicle driver training Download PDFInfo
- Publication number
- CN105525547A CN105525547A CN201610064528.4A CN201610064528A CN105525547A CN 105525547 A CN105525547 A CN 105525547A CN 201610064528 A CN201610064528 A CN 201610064528A CN 105525547 A CN105525547 A CN 105525547A
- Authority
- CN
- China
- Prior art keywords
- road
- simulation
- bing
- mian
- vehicle
- 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.)
- Pending
Links
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
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
-
- 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
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
- E01C11/222—Raised kerbs, e.g. for sidewalks ; Integrated or portable means for facilitating ascent or descent
-
- 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
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Vehicle Body Suspensions (AREA)
Abstract
The invention discloses a simulation ice surface road used for vehicle driver training. The simulation ice surface road comprises a three-layered structure of an imitated sliding road surface layer, a hardened layer and a 37 lime earth basic layer. The simulation ice surface road disclosed by the invention has the beneficial effects that 1, the simulation ice surface road has the characteristics similar with the characteristics of a real ice surface road, so that a vehicle driver can perform repeated operation training of shifting gears, steering, braking and stepping on an accelerator pedal on a short simulation ice surface road; 2, the building cost, the operating cost and the maintenance cost of the simulation ice surface road are far lower than those of synthetized ice, artificial ice (real ice), and the like; 3,the simulation ice surface road is suitable for being established outdoors, and the service life of the simulation ice surface is long.
Description
Technical field
The present invention relates to automobile driver training technical field of auxiliary facilities, particularly relate to a kind of simulation Bing Mian road for automobile driver training.
Background technology
The Bing Mian road that snowfall and freezing weather cause can make traffic accident showed increased, can cause traffic jam time serious.Under natural conditions, especially south China, runs into snowfall and freezing weather is little, is difficult to meet driver Bing Mian road driver training.From the analysis of causes of traffic accident, it is many after first snowfall that the traffic accident produced is driven on Bing Mian road.For tackling more snowfall and the freezing weather in southern burst snowfall and freezing weather and the north, driver need carry out anti-season training before snowfall, improved the level of training, the generation of prevention traffic accident.
Artificial ice stadium (true ice) is divided into indoors artificial ice stadium and outdoor artificial ice stadium, functionally can be divided into for training athlete and the ice stadium of competing and fun popular ice stadium etc.Owing to affecting by factors such as ice stadium refrigeration process complexity, artificial ice stadium cost is very high, and meanwhile, it is very large that artificial ice stadium runs power consumption, and maintenance cost is also very high.Artificial ice stadium cost is high, maintenance cost is high, is difficult to promote the use of in Driving training ground, needs to find desirable simulation Bing Mian road for driver training.
Summary of the invention
The object of the invention is the technological deficiency for existing in prior art, and a kind of simulation Bing Mian road for automobile driver training is provided.
For realizing object of the present invention, the technical solution adopted in the present invention is:
For a simulation Bing Mian road for automobile driver training, described simulation Bing Mian road comprises three layer construction: imitative ways surface layer, hardened layer, 37 lime earth basic unit.
Wherein, described imitative ways surface layer is imitative sliding dope layer, and its thickness is 1.5mm, and described hardened layer is C30 Portland Cement Concrete Surface Course, and its thickness is 200mm, and the thickness of described 37 lime earth basic unit is 300mm.
Wherein, the integral linear on described simulation Bing Mian road is annular, comprising two sections of straight roads, one section of detour and one section of ramp detour.
Wherein, simulation Bing Mian road total length is not less than 300m, and wherein straight every section, road is not less than 80m, and detour is not less than 70m, and ramp detour is not less than 70m, and width is not less than 8m.
Wherein, the radius of horizontal curve value R of ramp detour is for being greater than 15m, and the vehicle velocity V that vehicle travels on the detour of ramp should meet:
I
hfor the transverse slope of ramp detour, its value is i
h≤ 6%, R is radius of horizontal curve, and its unit is the unit km/h of m, V, f is attachment coefficient.
Wherein, the top rake of ramp detour is i
zwhen vehicle travel on Bing Mian road reach max. climb slope time, meet Gcos θ f=Gsin θ, G is the gross weight of vehicle, its unit is N, θ is the angle of slope of road surface along direction of advance, and f is attachment coefficient, by Gcos θ f=Gsin θ, obtain f=tg θ=i', at this moment attachment coefficient f value is equal with maximum climbable gradient of vehicle i', and namely the max. climb slope i' of vehicle on Bing Mian road depends on attachment coefficient f, described f value 0.2.
Wherein, the both sides on described simulation Bing Mian road are provided with gutter, ditch depth 400mm, wide 400mm, on establish cover plate, cover plate height is consistent with upper road surface height, establishes feed pipe and shower nozzle in gutter, water is discharged by the open-work that cover plate is arranged by described shower nozzle, and the upper road surface outside gutter in safe distance is consistent with simulation Bing Mian road upper level.
Wherein, described feed pipe is connected with water pump, water tank, control device, water tank is arranged 8 switches, the independent tubes of each switch control rule 75m, every bar pipeline assembles 7 shower nozzles, and 28 shower nozzles are respectively arranged in road both sides, and the shower nozzle interlaced arrangement on both sides, shower nozzle has multiple little spray orifice, and water becomes divergent shape after shower nozzle ejection, and control device controls the power supply of water pump.
Wherein, establish road tooth outside gutter, effect prevents vehicle from skidding off road surface, and road tooth height higher than the minimum ground clearance of training vehicle used, must not have the safe distance that at least 2m is wide, overturn after preventing defective steering stabilizer from skidding off road surface outside the tooth of road.
Wherein, the entrance on described simulation Bing Mian road arranges a pond, and length is greater than 1 times of wheelbase, wide 6m ~ 8m, and effect is before vehicle sails simulation Bing Mian road into, cleans, shields to dope layer, extend the application life on simulation Bing Mian road to tire.
Compared with prior art, the invention has the beneficial effects as follows: 1, the feature on relatively true Bing Mian road, this simulation Bing Mian road, enable driver carry out gear on the simulation Bing Mian road of shorter a section, turn to, brake and the operation training repeatedly of accelerator pedal.2, the cost on this simulation Bing Mian road, operating cost and maintenance cost are far below synthesis ice, artificial ice (true ice) etc.3, this simulation Bing Mian road, is applicable to being built in outdoor, and application life is longer.
Accompanying drawing explanation
Figure 1 shows that in the application the structural representation of simulating Bing Mian road;
Figure 2 shows that in the application simulate Bing Mian road overall structure schematic diagram;
In figure: the tooth of 1-road, 2-cover plate, 3-shower nozzle, 4-feed pipe, 5-element soil or soil matrix, 6-imitates ways surface layer, 7-hardened layer, 8-37 lime earth basic unit, 9-ramp detour, 10-first is straight road, 11-pond, 12-simulates Bing Mian road entrance, 13-detour, 14-second is straight road.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
Should be noted that, " connection " described in the application and the word for expressing " connection ", as " being connected ", " being connected " etc., it both can refer to a certain parts with another parts and directly be connected, and also can refer to a certain parts and was connected with another parts by miscellaneous part.
By simulation Bing Mian road driver training, driver can under the specific condition of Bing Mian road to gear, turn to, to brake and accelerator pedal correctly, expertly uses, the essential characteristic of driving on Bing Mian road, correct operation, the harm of faulty operation and counter-measure can be grasped.
As shown in Figure 1, it is three floor that the application simulates Bing Mian road basic structure: high-strength imitated ways coating materials floor, thick 1.5mm, and dope layer is blocked up easily causes be full of cracks and peeling, facts have proved that 1.5mm is proper thickness, and construction technology can reach this requirement; Hardened layer, i.e. C30 Portland Cement Concrete Surface Course, thick 200mm; 37 lime earth basic unit, thick 300mm.Element soil (or soil matrix) compacting under 37 lime earth layer, degree of compaction >=93% within the scope of 0 ~ 800m.
As shown in Figure 2, the integral linear on simulation Bing Mian road is annular, is made up of two sections of straight roads, one section of detour and one section of ramp detour.Be set to the wearing and tearing that round is convenient to train and reduce dope layer.
Simulation Bing Mian road total length is not less than 300m, wherein straight road is not less than 80m (two sections), detour is not less than 70m, ramp detour is not less than 70m, width is not less than 8m and (can accelerates to certain speed on straight road, then brake, know from experience the sideslip that faulty operation causes, still remain on road surface when ensureing defective steering stabilizer, ensure training of safety).
The radius of horizontal curve value of ramp detour is for being greater than 15m, and 15m is the Limit infinitesimal radium of heavy mound, Class IV highway mountain ridge landform.
The transverse slope i of ramp detour
h≤ 6%, by relevant highway technical standard regulation, there is highway transverse slope that is freezing or snow-up terrain, should not 6% be greater than, according to formula R>=V
2/ 127 (f+i
h), the radius of horizontal curve of R ramp detour, f is attachment coefficient, f value 0.2, i
hvalue 6%, R value is 15m, by R>=V
2/ 127 (f+i
h), obtain
for ensureing that the unlikely generation of vehicle travelled on detour is surveyed sliding, the vehicle velocity V that vehicle travels on the detour of ramp should be met:
I
hfor the transverse slope of ramp detour, its value is i
h≤ 6%, R is radius of horizontal curve, its unit is the unit km/h of m, V, calculates V≤22km/h, work as V>22km/h, vehicle will break away, and when land area allows, can consider suitably to increase radius of horizontal curve, like this, the max. speed of vehicle by this section can be improved.
The top rake i of ramp detour
z.When vehicle travel on Bing Mian road reach max. climb slope time, meet Gcos θ f=Gsin θ, G is the gross weight of vehicle, and unit N, θ are the angle of slope of road surface along direction of advance, and f is attachment coefficient.By G2cos θ f=Gsin θ, obtain f=tg θ=i', at this moment attachment coefficient f value is equal with maximum climbable gradient of vehicle i', and namely the max. climb slope i' of vehicle on Bing Mian road depends on attachment coefficient f.The top rake i of the design ramp detour
zmust be less than the max. climb slope i' of vehicle on Bing Mian road, namely be less than f value, vehicle could go up a slope.F value 0.2, so at this moment the max. climb slope i' of vehicle is 20%.On normal road surface, the max. climb slope of vehicle depends on vehicle technology performance.The max. climb slope of vehicle on simulation Bing Mian road is much smaller than the max. climb slope on normal road surface.For ensureing normal training, the top rake i of ramp detour in the design
zbetween 5% ~ 10% (maximum longitudinal grade of speedway is 5%, and the maximum longitudinal grade of Class I highway is 6%, and the maximum longitudinal grade of Class II highway is 7%, and the large longitudinal gradient of getting of Class III highway is 8%, and the maximum longitudinal grade of Class IV highway is 9%).
There is the safe distance that at least 2m is wide outside the tooth of road, overturn after preventing defective steering stabilizer from skidding off road surface.
Entrance arranges a pond, and length is greater than 1 times of wheelbase, wide 6 ~ 8m, and effect is before vehicle sails simulation Bing Mian road into, cleans, shields to dope layer, extend the application life on simulation Bing Mian road to tire.For making road surface closer to true Bing Mian road and increasing training difficulty, rut road and section, convex closure road are optionally established in Bing Mian road in simulation.
Gutter is established, ditch depth 400mm, wide 400mm in simulation both sides, Bing Mian road, on establish cover plate, cover plate height is consistent with upper road surface height, establishes feed pipe and shower nozzle in gutter, and the upper road surface outside gutter in safe distance is consistent with simulation Bing Mian road upper level.
Establish road tooth outside gutter, effect prevents vehicle from skidding off road surface.Road tooth height must not higher than the minimum ground clearance of training vehicle used.The height of road tooth is 100mm.
The effect of water spray system makes simulation ice face road surfaces have certain thickness moisture film, keeps low attachment coefficient.Ordinary circumstance Imitating Bing Mian road rain water depth on road surface is optimum state with 2mm, and rain water depth on road surface is too small, there is larger frictional force between vehicle tyre and road surface, can reduce road surfaces smoothness; Excessive, can form certain resistance to vehicle tyre, vehicle even may produce a kind of drift phenomenon, all can not embody the time of day on low attachment coefficient road surface.
Water spray system is made up of parts such as water pump, water tank, feed pipe, shower nozzle, control device.Water tank is arranged 8 switches, the independent tubes of each switch control rule 75m, every bar pipeline assembles 7 shower nozzles.28 shower nozzles are respectively arranged in road both sides, and the shower nozzle interlaced arrangement on both sides, approximately every 5m arranges 1 shower nozzle, and shower nozzle has multiple little spray orifice, and water becomes divergent shape after shower nozzle ejection.Control device controls the power supply of water pump.
There is important impact in the life-span of O&M at ordinary times on simulation Bing Mian road, should note proper use of, must spray water as surface and well could use, and note the maintenance in simulation ice face, as kept surface cleaning, keeping the clean wearing and tearing etc. alleviated simulation ice face of vehicle tyre.
The above is only the preferred embodiment of the present invention; it should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention; can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.
Claims (10)
1. for a simulation Bing Mian road for automobile driver training, it is characterized in that, described simulation Bing Mian road comprises three layer construction: imitative ways surface layer, hardened layer, 37 lime earth basic unit.
2. the simulation Bing Mian road for automobile driver training according to claim 1, is characterized in that, described imitative ways surface layer is imitative sliding dope layer, its thickness is 1.5mm, described hardened layer is C30 Portland Cement Concrete Surface Course, and its thickness is 200mm, and the thickness of described 37 lime earth basic unit is 300mm.
3. the simulation Bing Mian road for automobile driver training according to claim 1, is characterized in that, the integral linear on described simulation Bing Mian road is annular, comprising two sections of straight roads, one section of detour and one section of ramp detour.
4. the simulation Bing Mian road for automobile driver training according to claim 3, is characterized in that, simulation Bing Mian road total length is not less than 300m, and wherein straight every section, road is not less than 80m, and detour is not less than 70m, and ramp detour is not less than 70m, and width is not less than 8m.
5. the simulation Bing Mian road for automobile driver training according to claim 1, it is characterized in that, the radius of horizontal curve value R of ramp detour is for being greater than 15m, and the vehicle velocity V that vehicle travels on the detour of ramp should meet:
I
hfor the transverse slope of ramp detour, its value is i
h≤ 6%, R is radius of horizontal curve, and its unit is the unit km/h of m, V, f is attachment coefficient.
6. the simulation Bing Mian road for automobile driver training according to claim 5, is characterized in that, the top rake of ramp detour is i
zwhen vehicle travel on Bing Mian road reach max. climb slope time, meet Gcos θ f=Gsin θ, G is the gross weight of vehicle, its unit is N, θ is the angle of slope of road surface along direction of advance, and f is attachment coefficient, by Gcos θ f=Gsin θ, obtain f=tg θ=i', at this moment attachment coefficient f value is equal with maximum climbable gradient of vehicle i', and namely the max. climb slope i' of vehicle on Bing Mian road depends on attachment coefficient f, described f value value 0.2.
7. the simulation Bing Mian road for automobile driver training according to claim 1, it is characterized in that, the both sides on described simulation Bing Mian road are provided with gutter, ditch depth 400mm, wide 400mm, above establishes cover plate, cover plate height is consistent with upper road surface height, establish feed pipe and shower nozzle in gutter, water is discharged by the open-work that cover plate is arranged by described shower nozzle, and the upper road surface outside gutter in safe distance is consistent with simulation Bing Mian road upper level.
8. the simulation Bing Mian road for automobile driver training according to claim 7, it is characterized in that, described feed pipe is connected with water pump, water tank, control device, water tank is arranged 8 switches, the independent tubes of each switch control rule 75m, every bar pipeline assembles 7 shower nozzles, 28 shower nozzles are respectively arranged in road both sides, and the shower nozzle interlaced arrangement on both sides, shower nozzle has multiple little spray orifice, water becomes divergent shape after shower nozzle ejection, and control device controls the power supply of water pump.
9. the simulation Bing Mian road for automobile driver training according to claim 7, it is characterized in that, road tooth is established outside gutter, effect prevents vehicle from skidding off road surface, road tooth height must not higher than the minimum ground clearance of training vehicle used, there is the safe distance that at least 2m is wide outside the tooth of road, overturn after preventing defective steering stabilizer from skidding off road surface.
10. the simulation Bing Mian road for automobile driver training according to claim 1; it is characterized in that; the entrance on described simulation Bing Mian road arranges a pond; length is greater than 1 times of wheelbase; wide 6m ~ 8m, effect is before vehicle sails simulation Bing Mian road into, cleans tire; dope layer is shielded, extends the application life on simulation Bing Mian road.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610064528.4A CN105525547A (en) | 2016-01-29 | 2016-01-29 | Simulation ice surface road used for vehicle driver training |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610064528.4A CN105525547A (en) | 2016-01-29 | 2016-01-29 | Simulation ice surface road used for vehicle driver training |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105525547A true CN105525547A (en) | 2016-04-27 |
Family
ID=55768044
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610064528.4A Pending CN105525547A (en) | 2016-01-29 | 2016-01-29 | Simulation ice surface road used for vehicle driver training |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105525547A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0885909A (en) * | 1994-09-16 | 1996-04-02 | Maeda Kousen Kk | Laminated material for vehicle traveling on weak ground and its construction method |
| CN201901832U (en) * | 2010-03-26 | 2011-07-20 | 天津市储盛工业建筑装饰有限公司 | Simulated ice floor for ice skating rink |
| CN102433827A (en) * | 2011-11-24 | 2012-05-02 | 中铁四局集团第一工程有限公司 | Pavement construction lofting method for high-speed loop in skid pad |
| CN204435153U (en) * | 2015-01-14 | 2015-07-01 | 中建八局第一建设有限公司 | A kind of assembled steel plate construction road |
| CN205368916U (en) * | 2016-01-29 | 2016-07-06 | 中国人民解放军军事交通学院 | A simulation ice surface way for auttombilism training |
-
2016
- 2016-01-29 CN CN201610064528.4A patent/CN105525547A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0885909A (en) * | 1994-09-16 | 1996-04-02 | Maeda Kousen Kk | Laminated material for vehicle traveling on weak ground and its construction method |
| CN201901832U (en) * | 2010-03-26 | 2011-07-20 | 天津市储盛工业建筑装饰有限公司 | Simulated ice floor for ice skating rink |
| CN102433827A (en) * | 2011-11-24 | 2012-05-02 | 中铁四局集团第一工程有限公司 | Pavement construction lofting method for high-speed loop in skid pad |
| CN204435153U (en) * | 2015-01-14 | 2015-07-01 | 中建八局第一建设有限公司 | A kind of assembled steel plate construction road |
| CN205368916U (en) * | 2016-01-29 | 2016-07-06 | 中国人民解放军军事交通学院 | A simulation ice surface way for auttombilism training |
Non-Patent Citations (2)
| Title |
|---|
| 才西月等: "《冰雪路面平面设计指标取值的探讨》", 《北方交通》 * |
| 黄泽红: "《试车道路施工的关键技术措施》", 《广东建材》 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108182310A (en) | Area of heavy rainfull road radius of horizontal curve and safety speed-limit setting method | |
| CN108827802A (en) | A kind of embankment power wet-chemical model experimental provision | |
| CN105019916A (en) | Designing method for improving visual environment of bridge-tunnel connecting section of highway in mountain area | |
| CN211719146U (en) | Mud-rock flow teaching model manufactured by soil valleys | |
| CN111425055A (en) | Secondary sand accumulation prevention facility based on wind-break wall | |
| CN205368916U (en) | A simulation ice surface way for auttombilism training | |
| CN202323598U (en) | Multifunctional overpass | |
| CN105040537A (en) | Road drainage system | |
| CN105525547A (en) | Simulation ice surface road used for vehicle driver training | |
| CN107604854A (en) | A kind of greening type road isolates anticollision barrier | |
| CN113077699A (en) | Debris flow teaching model manufactured by soil valleys and debris flow manufacturing method | |
| CN107278732A (en) | The overhead potential energy ejecting rain making method and system of mountain shape are relied on based on intelligent grid | |
| CN109750618A (en) | A kind of multifunctional road guardrail | |
| DE10108265B4 (en) | Power generation by road traffic with the help of mechanical flaps | |
| CN212357845U (en) | Invisible flyover | |
| CN106758616A (en) | Intersection guiding device based on colored road surface | |
| CN201460335U (en) | Urban road underground parking garage layout structure | |
| CN206038107U (en) | Low -lying interval ponding water level monitor of city culvert | |
| Vaišis et al. | Modelling of noise level in the northern part of Klaipeda city | |
| CN215289522U (en) | Anti-rutting composite pavement structure suitable for heavy-load traffic intersection | |
| CN217298658U (en) | Assembled pedestrian crosses street safety island | |
| CN111292574B (en) | Water wall remote control system and control method for safe driving experience field | |
| CN219470614U (en) | Highway basic unit maintenance device | |
| CN220335620U (en) | Whole vehicle test road | |
| CN102409644A (en) | Multifunctional and multipurpose building method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160427 |