CN108623257A - A method of utilizing building waste permeable pavement material - Google Patents
A method of utilizing building waste permeable pavement material Download PDFInfo
- Publication number
- CN108623257A CN108623257A CN201810502434.XA CN201810502434A CN108623257A CN 108623257 A CN108623257 A CN 108623257A CN 201810502434 A CN201810502434 A CN 201810502434A CN 108623257 A CN108623257 A CN 108623257A
- Authority
- CN
- China
- Prior art keywords
- building waste
- permeable pavement
- pavement material
- waste
- solid waste
- 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
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/02—Treatment
- C04B20/026—Comminuting, e.g. by grinding or breaking; Defibrillating fibres other than asbestos
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00284—Materials permeable to liquids
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Processing Of Solid Wastes (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of methods using building waste permeable pavement material, are related to solid waste technical field of comprehensive utilization.The method of the present invention includes following steps:Step 1: first, being sorted to building waste, plastics, metal and the timber etc. in building waste are removed, brick and tile, coagulation great soil group solid waste are only retained;Step 2: solid waste passes through crusher in crushing, the bulky grain material of 1 5mm of granularity and the little particulate material less than 1mm are obtained after screening;Step 3: little particulate material and basifier are according to 100:(5‑10)Ratio mixing after through 6 12h of ball mill ball milling, obtain activated material.The present invention by brick and tile in building waste and concrete block all of, has the high advantage of solid waste utilization rate, permeable pavement strength of materials height, the permeability rate produced are high, solid waste content is high, it is at low cost, added value is high, and market future is preferable, is conducive to the comprehensive utilization ratio for further increasing building waste.
Description
Technical field
The invention belongs to solid waste technical field of comprehensive utilization, and the permeable paving of building waste system is utilized more particularly to a kind of
The method of package material.
Background technology
With the continuous quickening of urbanization process, the generation of building waste and discharge quantity are also in rapid growth in city.
While enjoying urban civilization, also by worry caused by municipal refuse, wherein building waste just occupies quite people
Big ratio accounts for about the 30%-40% of rubbish total amount, therefore how to handle and utilize more and more building wastes, has become
The important topic that government agencies at all levels and building waste processing unit are faced.
Many wastes in building waste are sorted, reject or crush after, be that can be used as regenerated resources again mostly
Utilize, discarded building concrete and discarded masonry are mainly used to production building aggregate at present, prepare such as building block, wallboard,
The building materials such as brick.Dregs can be used for road construction, pile foundation filler, foundation etc..Waste and old brick and tile are burnedc lay class material, warp
It is broken to there is pozzolanic activity, be used as concrete admixture when being milled into powder body material, replacement flyash, slag
Powder, mountain flour etc..But these product market capacitys are limited, added value of product is low, can be with using building waste production seepy material
Meet the permeable pavement material that China " sponge city " is badly in need of, and preferable product profit can be obtained, is conducive to building waste
The expansion of comprehensive utilization scale improves the utilization rate of building waste.
Invention content
The purpose of the present invention is to provide a kind of methods using building waste permeable pavement material, promote building waste
Comprehensive utilization, reduce permeable pavement material manufacture cost.
The present invention is achieved by the following technical solutions:
The present invention is a kind of method using building waste permeable pavement material, it is characterised in that:The method includes following
Several steps:
Step 1: first, sorted to building waste, using multistage building waste sorting machine, by various materials from it is multiple go out
Material mouth is discharged and collects, and removes plastics, metal and timber etc. in building waste, only retains brick and tile, coagulation great soil group solid waste;
Step 2: solid waste passes through crusher in crushing, then screened, is obtained after screening twice by different size sieve
The bulky grain material and granularity of granularity 1-5mm is less than the little particulate material of 1mm;
Step 3: little particulate material and basifier are according to 100:(5-10)Ratio mixing after through ball mill ball milling 6-12h, lived
Material, basifier include one or both of sodium hydroxide, sodium sulphate, sodium metasilicate, calcium hydroxide;
Step 4: then by bulky grain material, activated material, high-strength cement and water according to 50-70%, 5-20%, 10-20%, 8-12%
Weight ratio is uniformly mixed through mixed machine by force, and the high-strength cement refers to the Portland cement water for being not less than 42.5 with label
Mud;
Step 5: mixed material is sent into mold, suppressed by oscillatory type forcing press, vibration frequency 4000-10000r/
Min, time of vibration 30s-90s, then demoulds, and stands maintenance 2-8 days at 10 DEG C -40 DEG C in storehouse, obtains permeable pavement
Material;
Step 6: measuring the permeability rate and compression strength of permeable pavement material, measured using laboratory varying head test method(s) permeable
Rate when experiment, glass tube is filled with water to after needing height, starts stopwatch, and survey is remembered beginning head difference △ h1, after time t, then surveyed
End of a period head difference △ h2 are remembered, by establishing instantaneous Darcy's law, you can the expression formula of osmotic coefficient k is released, if during experiment
The head difference that any time t acts on two sections is △ h, and after time dt, water level decreasing dh in pipe then flows into examination in the dt times
The water of sample is:DVe=- adh,
A is glass tube basal area in formula;The negative sign of right end indicates that water increases with the reduction of △ h, according to Darcy's law, when dt
The seepage discharge of interior effluent test sample is:dVo = k*i*A*dt = k*(△h/L)* A*dt,
In formula, A accumulates for sample section;L is specimen length.
According to the flow principle of continuity, should have dVe=dVo to get to:
k=(a*L/A*t)㏑(△h1/△h2)
Or indicated with common logarithm, then above formula can be written as:
k = 2.3*(a*L/A*t)lg(△h1/△h2)
Permeability rate k criterion of acceptability ranges are maintained at 1.0 × 10-2cm/s-3.5×10-2The range of cm/s;Pass through compression test again
Machine tests compression strength, compression strength criterion of acceptability ranging from 30-40MPa.
The invention has the advantages that:
1, the present invention by brick and tile in building waste and concrete block all of having the high advantage of solid waste utilization rate;
2, process of producing product of the present invention is environmentally protective, non-secondary pollution;
3, the present invention obtains permeable pavement material solid waste content height, and at low cost, added value is high;
4, permeable pavement strength of materials height, the permeability rate that the present invention produces are high;
5, permeable pavement material product produced by the invention market future is preferable, is conducive to the synthesis for further increasing building waste
Utilization rate.
Certainly, it implements any of the products of the present invention and does not necessarily require achieving all the advantages described above at the same time.
Description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, will be described below to embodiment required
Attached drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for ability
For the those of ordinary skill of domain, without creative efforts, it can also be obtained according to these attached drawings other attached
Figure.
Fig. 1 is building waste permeable pavement material movement figure of the present invention.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained all other without creative efforts
Embodiment shall fall within the protection scope of the present invention.
Embodiment one
Including following steps:
Step 1: first, sorted to building waste, using multistage building waste sorting machine, by various materials from it is multiple go out
Material mouth is discharged and collects, and removes plastics, metal and timber etc. in building waste, only retains brick and tile, coagulation great soil group solid waste;
Step 2: solid waste passes through crusher in crushing, then screened, is obtained after screening twice by different size sieve
The bulky grain material of granularity 1-5mm and the little particulate material less than 1mm;
Step 3: little particulate material and basifier are according to 100:Through ball mill ball milling 12h after 5 ratio mixing, activated material, alkali are obtained
Agent uses sodium hydroxide;
Step 4: then by bulky grain material, activated material, the Portland cement of label 42.5 and water according to 55%, 20%, 15%,
10% weight ratio is uniformly mixed through mixed machine by force;
Step 5: mixed material is sent into mold, suppressed by oscillatory type forcing press, vibration frequency 6000r/min shakes
The dynamic time is 40s, is then demoulded, and stands maintenance 7 days at 30 DEG C in storehouse, obtains permeable pavement material;
Step 6: measuring the permeability rate and compression strength of permeable pavement material, the coefficient of permeability of gained permeable pavement material is 2.1
×10-2Cm/s, compression strength reach 30MPa.
Embodiment two
Including following steps:
Step 1: first, sorted to building waste, using multistage building waste sorting machine, by various materials from it is multiple go out
Material mouth is discharged and collects, and removes plastics, metal and timber etc. in building waste, only retains brick and tile, coagulation great soil group solid waste;
Step 2: solid waste passes through crusher in crushing, then screened, is obtained after screening twice by different size sieve
The bulky grain material and granularity of granularity 1-5mm is less than the little particulate material of 1mm;
Step 3: little particulate material and basifier are according to 100:Through ball mill ball milling 9h after 8 ratio mixing, activated material, alkali are obtained
Agent uses sodium hydroxide and sodium metasilicate;
Step 4: then by bulky grain material, activated material, the Portland cement of label 42.5 and water according to 60%, 15%, 15%,
10% weight ratio is uniformly mixed through mixed machine by force;
Step 5: mixed material is sent into mold, suppressed by oscillatory type forcing press, vibration frequency 8000r/min shakes
The dynamic time is 60s, is then demoulded, and stands maintenance 7 days at 25 DEG C in storehouse, obtains permeable pavement material;
Step 6: measuring the permeability rate and compression strength of permeable pavement material, the coefficient of permeability of gained permeable pavement material is 2.5
×10-2Cm/s, compression strength reach 34.5MPa.
Embodiment three
Including following steps:
Step 1: first, sorted to building waste, using multistage building waste sorting machine, by various materials from it is multiple go out
Material mouth is discharged and collects, and removes plastics, metal and timber etc. in building waste, only retains brick and tile, coagulation great soil group solid waste;
Step 2: solid waste passes through crusher in crushing, then screened, is obtained after screening twice by different size sieve
The bulky grain material of granularity 1-5mm and the little particulate material less than 1mm;
Step 3: little particulate material and basifier are according to 100:Through ball mill ball milling 6h after 10 ratio mixing, activated material, alkali are obtained
Agent uses sodium hydroxide and sodium metasilicate;
Step 4: then by bulky grain material, activated material, the Portland cement of label 52.5 and water according to 65%, 5%, 20%,
10% weight ratio is uniformly mixed through mixed machine by force;
Step 5: mixed material is sent into mold, suppressed by oscillatory type forcing press, vibration frequency 10000r/min,
Time of vibration is 75s, is then demoulded, and stands maintenance 7 days at 30 DEG C in storehouse, obtains permeable pavement material;
Step 6: measuring the permeability rate and compression strength of permeable pavement material, the coefficient of permeability of gained permeable pavement material is 3.0
×10-2Cm/s, compression strength reach 42.5MPa.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
Particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one implementation of the present invention
In example or example.In the present specification, schematic expression of the above terms may not refer to the same embodiment or example.
Moreover, particular features, structures, materials, or characteristics described can be in any one or more of the embodiments or examples to close
Suitable mode combines.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.There is no detailed for preferred embodiment
All details are described, are not limited the invention to the specific embodiments described.Obviously, according to the content of this specification,
It can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to preferably explain the present invention
Principle and practical application, to enable skilled artisan to be best understood by and utilize the present invention.The present invention is only
It is limited by claims and its full scope and equivalent.
Claims (7)
1. a kind of method using building waste permeable pavement material, it is characterised in that:The method includes following steps
Suddenly:
Step 1: first, being sorted to building waste, plastics, metal and the timber etc. in building waste, reservation brick are removed
Watt, coagulation great soil group solid waste;
Step 2: solid waste obtains the bulky grain material that granularity is 1-5mm by being crushed, after screening and granularity is less than 1mm
Little particulate material;
Step 3: little particulate material proportionally mixed with basifier after through ball milling 6-12h, obtain activated material;
Step 4: then bulky grain material, activated material, high-strength cement and water are proportionally uniformly mixed through mixed machine by force;
Step 5: mixed material is sent into mold, suppressed by oscillatory type forcing press, vibration frequency 4000-10000r/
Min, time of vibration 30s-90s, then demoulds, and stands maintenance 2-8 days at 10 DEG C -40 DEG C in storehouse, obtains permeable pavement
Material;
Step 6: measuring the permeability rate and compression strength of permeable pavement material.
2. a kind of method using building waste permeable pavement material according to claim 1, which is characterized in that described
The method that building waste sorts in step 1 is that various materials are discharged from multiple discharge ports using multistage building waste sorting machine
And it collects.
3. a kind of method using building waste permeable pavement material according to claim 1, which is characterized in that described
The mixed proportion range of step 3 small particles material and basifier is 100:(5-10).
4. a kind of method using building waste permeable pavement material according to claim 1, which is characterized in that described
Bulky grain material in step 4, activated material, high-strength cement and water mixed weight ratio according to 50-70%, 5-20%, 10-20%, 8-
12%。
5. a kind of method using building waste permeable pavement material according to claim 1, which is characterized in that described
High-strength cement refers to the Portland cement for being not less than 42.5 with label.
6. a kind of method using building waste permeable pavement material according to claim 1, which is characterized in that described
Permeability rate is maintained at 1.0 × 10 in step 6-2cm/s-3.5×10-2The range of cm/s, compressive strength standard ranging from 30-
45MPa。
7. a kind of method using building waste permeable pavement material according to claim 1, which is characterized in that described
Basifier includes one or both of sodium hydroxide, sodium sulphate, sodium metasilicate, calcium hydroxide.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810502434.XA CN108623257A (en) | 2018-05-23 | 2018-05-23 | A method of utilizing building waste permeable pavement material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810502434.XA CN108623257A (en) | 2018-05-23 | 2018-05-23 | A method of utilizing building waste permeable pavement material |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108623257A true CN108623257A (en) | 2018-10-09 |
Family
ID=63690158
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810502434.XA Pending CN108623257A (en) | 2018-05-23 | 2018-05-23 | A method of utilizing building waste permeable pavement material |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108623257A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109972467A (en) * | 2019-04-30 | 2019-07-05 | 招商局重庆交通科研设计院有限公司 | A kind of building waste road cushion and its casting method |
CN114455922A (en) * | 2022-03-28 | 2022-05-10 | 浙江天造环保科技有限公司 | Dry-mixed mortar product prepared from construction waste and preparation process thereof |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002087857A (en) * | 2000-09-18 | 2002-03-27 | Takenaka Komuten Co Ltd | Production process of recycled aggregate |
KR20120119485A (en) * | 2011-04-21 | 2012-10-31 | 이주형 | Treatment method on reusing of construction waste for acquiring of high quality recycling aggregate and combustible material |
CN105152678A (en) * | 2015-07-10 | 2015-12-16 | 武汉理工大学 | Production method of ecologic permeable ceramic bricks |
CN106116327A (en) * | 2016-06-20 | 2016-11-16 | 山东大元实业股份有限公司 | A kind of pervious concrete utilizing solid-state castoff to produce and preparation method thereof |
CN106284019A (en) * | 2016-08-29 | 2017-01-04 | 唐健发 | A kind of permeable tile work road surface and construction method thereof |
CN106400641A (en) * | 2016-10-19 | 2017-02-15 | 山西省交通科学研究院 | Paving material and environment-friendly easy-drainage porous pavement structure prepared through paving material |
CN107226643A (en) * | 2017-05-03 | 2017-10-03 | 武汉理工大学 | Regenerative pervious concrete material that a kind of full constituent is prepared using building waste and preparation method thereof |
-
2018
- 2018-05-23 CN CN201810502434.XA patent/CN108623257A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002087857A (en) * | 2000-09-18 | 2002-03-27 | Takenaka Komuten Co Ltd | Production process of recycled aggregate |
KR20120119485A (en) * | 2011-04-21 | 2012-10-31 | 이주형 | Treatment method on reusing of construction waste for acquiring of high quality recycling aggregate and combustible material |
CN105152678A (en) * | 2015-07-10 | 2015-12-16 | 武汉理工大学 | Production method of ecologic permeable ceramic bricks |
CN106116327A (en) * | 2016-06-20 | 2016-11-16 | 山东大元实业股份有限公司 | A kind of pervious concrete utilizing solid-state castoff to produce and preparation method thereof |
CN106284019A (en) * | 2016-08-29 | 2017-01-04 | 唐健发 | A kind of permeable tile work road surface and construction method thereof |
CN106400641A (en) * | 2016-10-19 | 2017-02-15 | 山西省交通科学研究院 | Paving material and environment-friendly easy-drainage porous pavement structure prepared through paving material |
CN107226643A (en) * | 2017-05-03 | 2017-10-03 | 武汉理工大学 | Regenerative pervious concrete material that a kind of full constituent is prepared using building waste and preparation method thereof |
Non-Patent Citations (1)
Title |
---|
孙岩: ""再生混凝上微粉/水泥基透水性复合材料的试验研究"", 《中国优秀硕士学位论文全文数据库工程科技Ⅱ辑C038-142》 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109972467A (en) * | 2019-04-30 | 2019-07-05 | 招商局重庆交通科研设计院有限公司 | A kind of building waste road cushion and its casting method |
CN109972467B (en) * | 2019-04-30 | 2020-05-19 | 招商局重庆交通科研设计院有限公司 | Construction waste road cushion layer and pouring method thereof |
CN114455922A (en) * | 2022-03-28 | 2022-05-10 | 浙江天造环保科技有限公司 | Dry-mixed mortar product prepared from construction waste and preparation process thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104072058B (en) | Regeneration concrete with building waste as raw material production and production method thereof | |
Nguyen et al. | Valorization of seashell by-products in pervious concrete pavers | |
Debieb et al. | The use of coarse and fine crushed bricks as aggregate in concrete | |
Kanellopoulos et al. | Mechanical and durability properties of concretes containing recycled lime powder and recycled aggregates | |
CN103121819B (en) | C30 self-compacting concrete prepared from recycled aggregate and preparation method thereof | |
Sharifi et al. | Fresh properties of self-compacting concrete containing ground waste glass microparticles as cementing material | |
CN109020430A (en) | A kind of construction refuse regenerated mixture of two ash stability and preparation method thereof | |
CN102887679B (en) | Preparation method of high-strength fully-recycled coarse aggregate concrete | |
CN108706928A (en) | A kind of brick concrete mixed regeneration coarse aggregate concrete and preparation method thereof | |
Bdeir | Study some mechanical properties of mortar with sawdust as a partially replacement of sand | |
CN108726952A (en) | It is a kind of using discarded paving brick as the regeneration concrete of aggregate | |
CN106830859A (en) | A kind of modified concrete and preparation method thereof | |
CN107746196A (en) | High performance concrete aggregate and high performance concrete | |
CN103130464B (en) | C25 self-compaction concrete prepared from recycled aggregate and preparation method thereof | |
CN103130463B (en) | C15 concrete prepared from recycled aggregate and preparation method thereof | |
CN108689659A (en) | A kind of construction refuse regenerated mixture of cement stabilizing and preparation method thereof | |
CN108623257A (en) | A method of utilizing building waste permeable pavement material | |
Ma et al. | Feasibility study on preparing economical and environmentally-friendly high-flowability ultra-high performance cementitious composites with original graded stone powder free recycled manufactured sands | |
Cominato et al. | The effect of granulometry of natural and recycled coarse aggregate on permeable concrete properties | |
CN103553488A (en) | Aerated concrete debris-based masonry mortar for thermal-insulation masonry and preparation method thereof | |
CN103130472B (en) | C10 concrete prepared from recycled aggregate and preparation method thereof | |
Murthi et al. | Influence of waste brick powder on properties of masonry mortar and its impact on the masonry strength | |
CN106316262A (en) | Process for preparing concrete with recycled coarse aggregates prepared by waste concrete | |
CN107778021A (en) | A kind of pervious concrete | |
CN103130473B (en) | C20 self-compaction concrete prepared from recycled aggregate and preparation method thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181009 |