CN105399211B - A kind of modularized artificial wetland Water tight and flow uniformity control method - Google Patents

A kind of modularized artificial wetland Water tight and flow uniformity control method Download PDF

Info

Publication number
CN105399211B
CN105399211B CN201510963536.8A CN201510963536A CN105399211B CN 105399211 B CN105399211 B CN 105399211B CN 201510963536 A CN201510963536 A CN 201510963536A CN 105399211 B CN105399211 B CN 105399211B
Authority
CN
China
Prior art keywords
module
matrix unit
water
artificial wetland
modularized artificial
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.)
Active
Application number
CN201510963536.8A
Other languages
Chinese (zh)
Other versions
CN105399211A (en
Inventor
王文东
马翠
韩雨
王晓昌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xian University of Architecture and Technology
Original Assignee
Xian University of Architecture and Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xian University of Architecture and Technology filed Critical Xian University of Architecture and Technology
Priority to CN201510963536.8A priority Critical patent/CN105399211B/en
Publication of CN105399211A publication Critical patent/CN105399211A/en
Application granted granted Critical
Publication of CN105399211B publication Critical patent/CN105399211B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/32Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/001Upstream control, i.e. monitoring for predictive control
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Biotechnology (AREA)
  • Botany (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Revetment (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

A kind of modularized artificial wetland Water tight and flow uniformity control method, modularized artificial wetland passes through series connection by several modules, the mode of in parallel or connection in series-parallel combination forms, module one is located at water inlet end, pretreated sewage is introduced into water distributing trough before entering modularized artificial wetland system, water distribution tracery wall is equipped between water distributing trough and module one, make sewage Uniform Flow on entire matrix section, finally flow into the catch basin positioned at afterbody module rear end, intermodule is not provided with inlet and outlet pipes, reduce the interference to sewage moisturizing uniformity on Wetland Substrate cross section, the watertight rubber circle of intermodule can prevent from flowing between gap of the sewage between module and matrix unit, the validity of raising system section water distribution;Overflow plate can realize reallocation of the sewage in intermodule, ensure that the flow uniformity of downstream module is not interfered by up-stream module, non-woven fabrics can block water to be flowed between gap.In short, the invention can ensure that the Water tight and flow uniformity of modularized artificial wetland.

Description

A kind of modularized artificial wetland Water tight and flow uniformity control method
Technical field
The invention belongs to technical field of sewage, more particularly to a kind of modularized artificial wetland Water tight and uniform fluid flow Property control method, be particularly suitable in short-term, emergent sewage disposal and the lower rural area of the density of population, Small Town Wastewater processing.
Background technology
Artificial swamp is a kind of dirty water living creature processing technique to grow up phase late 1970s.The technology is due to tool There is investment and operating cost is low, maintenance management is convenient, is particularly suitable for fund and the relatively backward rural area of technology. Under this overall background of China's rural environment Concetrated control, which has obtained widely promoting the use of.However, being run on the spot Cheng Zhong, it has been found that although the technology has the advantages that maintenance management is convenient, also have the shortcomings that can not significantly regulating and controlling.It removes Outside the influent load of system, content that administrative staff can regulate and control is simultaneously few.Controllable poor performance is most of at present artificial , such as there is the major reason of substrate clogging in wetland operation failure.To improve the operational flexibility of artificial wet land system and controllable Property, to artificial swamp carry out modularization transformation by be technology future developing direction.However, by traditional artificial wetland by monoblock After wetland is divided into several small modules, the streamflow regime in artificial swamp will be had an important influence on.Whether water distribution is uniformly straight It connects and is related to wetland whether being capable of stable operation.Therefore, the present invention is directed on present in artificial wetland modules transformation process Problem is stated, a kind of control method of modularized artificial wetland Water tight and flow uniformity is provided.
To achieve the goals above, the technical solution adopted by the present invention is:
A kind of modularized artificial wetland Water tight and flow uniformity control method, the modularized artificial wetland is by several A module is formed by way of series, parallel or connection in series-parallel combination, and module 1 is located at water inlet end, by pretreated sewage It is introduced into water distributing trough 26 before entering modularized artificial wetland, water distribution tracery wall 27 is equipped between water distributing trough 26 and module 1, makes sewage The Uniform Flow on entire matrix section.
Only be directly connected to own mechanical component between the modularized artificial wetland adjacent module and module, module with Inlet and outlet pipes need not be set between module, be greatly reduced it is traditional by monoblock artificial wet land system modularization segmentation cause The interference to sewage moisturizing uniformity on Wetland Substrate cross section.
The mechanical component is lock 14, is provided with watertight rubber circle 13 between the adjacent module and module, can prevent It is only flowed between gap of the sewage between module and matrix unit, ensures to enter all dirts in specific artificial Wetland Substrate unit Water can improve the validity of system section water distribution by Wetland Substrate.
There are gap between the modularized artificial wetland adjacent module and module, it is not filled with Wetland Substrate in gap, By the way that overflow plate 22 is arranged, realizes again sub-distribution of the sewage between module and module, ensure the uniform fluid flow between downstream module Property is not interfered by up-stream module.Compared with traditional artificial wet land sewage treating process, ensureing flow in Wetland Substrate section On moisturizing uniformity on more advantage
Each module includes cubical frame 12, and matrix unit one is disposed with along water (flow) direction in frame 12 3, matrix unit 24 and matrix unit 35, wherein be to fill out in matrix unit 1, matrix unit 24 and matrix unit 35 Material 28, the filler 28 is made of filling block 1, filling block 27, filling block 38 and the filling block 49 being distributed from bottom to top, Packing material size therein is sequentially reduced, and has independent draw ring 2 11 on each filling block, between filling block and filling block, matrix list Member and matrix unit between and matrix unit and frame 12 between, be both provided with non-woven fabrics 25, with block water each gap it Between flow.
The matrix unit 1 is identical with the structure of matrix unit 35, is up-small and down-big bucking ladder structure, matrix Unit 24 be up big and down small bucking ladder structure, be stuck between matrix unit 1 and matrix unit 35, matrix unit 1 by It is moved to the left to extruding to the left, further compresses the watertight rubber circle 13 of water inlet end;Matrix unit 35 by the right squeeze It presses and moves right, the watertight rubber circle 13 of further compression module water outlet keeps the Water tight of module more preferable.
The side wall Transverse to the flow direction of the framework 17 of the matrix unit 1, matrix unit 24 and matrix unit 35 is equal Even to open up several permeable holes 18, the average equivalent dynamics of the seepage channel of the bore dia of permeable hole 18 with sewage in filler is straight Diameter is suitable, is conducive to water Uniform Flow in module.Framework 17 is made of waterproof material, close between outer wall and module inner wall Contact.
The system water outlet setting catch basin 23 of the modularized artificial wetland, catch basin 23 overflow with the setting of last intermodule Water plate 22, the height by adjusting overflow plate 22 control the depth of water of each artificial wetland modules, enhance the uniform fluid flow of artificial swamp The Modulatory character of property and water level.
In module, the filler of same particle size is laid at same depth of water, under the premise of ensureing contaminant-removal properties to the greatest extent The filler of same grain size, flow uniformity in guarantee system may be used.
Compared with prior art, the beneficial effects of the invention are as follows:
The configuration of the present invention is simple, easy for installation, the construction period is short, stable, and debug time is short, and treatment effect is high. Performance of Constructed Wetlands Substrates block when, it is not necessary to stop bed rest and reorganization can restore its partial permeability, need not more replace on a large scale, excavate it is wet Ground filler only needs to change and blocks module or matrix unit, greatly reduces wetland operation and maintenance cost.
The present invention can be achieved now to fill current, greatly shorten the time that artificial swamp reaches high treatment efficiency;Artificial swamp mould Block can global transfer, strange land is built, will not permanently be taken up an area again;When wetland blocks, filling block or matrix unit are lifted Draw ring proposes blocking portion, changes new filling block or matrix unit;Old module, matrix unit and interior filler, pass through after returning factory It safeguards, regeneration is, it can be achieved that repeatedly utilization, avoids the wasting of resources.
The present invention realizes quick-replaceable and blocks module, extends the artificial swamp service life, improves wetland variation efficiency, is artificial Wetland applies in the sparse rural area of population, samll cities and towns and outlying mountain area, provides advantageous embodiment.
The present invention realizes accurately controlling for modularized artificial wetland Water tight and flow uniformity.
Description of the drawings
Fig. 1 be invention control method based on a kind of modularized artificial wetland modular structure schematic diagram.
Fig. 2 is one structural schematic diagram of matrix unit of the present invention.
Fig. 3 is two structural schematic diagram of matrix unit of the present invention.
Fig. 4 is multiple module artificial swamp structural schematic diagrams of the present invention.
Fig. 5 is the processing water collection structure schematic diagram of the present invention.
Fig. 6 is the water inlet structure schematic diagram of the present invention.
Specific implementation mode
The embodiment that the present invention will be described in detail with reference to the accompanying drawings and examples.
A kind of modularized artificial wetland Water tight of the present invention and flow uniformity control method, if modularized artificial wetland by Dry relatively independent moveable module is formed by way of series, parallel or connection in series-parallel combination, can according to processing needs, Construction site quickly carries out laterally or longitudinally arbitrary combination connection, solves the deficiency of artificial swamp construction period length.
As shown in Figure 1, module 1 is located at water inlet end, wherein each module includes cubical frame 12, in frame 12 The matrix unit 1, matrix unit 24 and matrix unit 35 of top tape draw ring 1 are set gradually along water (flow) direction, wherein Matrix unit 1, matrix unit 24 and matrix unit 35 are followed successively by filling block 1, filling block 27, filler from top to bottom Block 38 and filling block 49, sewage enters water distributing trough 26 after pretreatment, enters module 1 through water distribution tracery wall 27, passes sequentially through base After matter unit 1, matrix unit 24 and matrix unit 35, enter module 22 by overflow plate 22, overflow plate 22 can make sewage Entire section of the uniformly penetrating to module 22.In this way, treatment sewage is flowed along each module, finally flow into positioned at afterbody The catch basin 23 of module rear end.Being connected between two modules with 14 connection of lock in water (flow) direction, and it is provided with sealing rubber Cushion rubber 13 need not connect inlet and outlet pipes between module and module, to reduce the waste of land resource.
Matrix unit 1 is identical with the structure of matrix unit 35, is up-small and down-big bucking ladder structure, matrix unit In a kind of filler filling forms, as shown in Fig. 2, for be sequentially reduced from bottom to top by grain size filling block 1, filling block 27, 49 form of filling block 38 and filling block, for example, can be followed successively by:The big filling block of grain size, smaller is filled out larger filling block Expect block, clay filling block.
Matrix unit 24 is up big and down small bucking ladder structure, as shown in figure 3, being stuck in matrix unit 1 and matrix unit Between 35.Filler can be selected the filler 28 tamed in advance and directly insert, and not use independent filling block at this time, filler 28 is certainly Upper and lower grain size is incremented by.
Matrix unit 1, matrix unit 24 and matrix unit 35 are customizing in factory, and specification is according to practical need It is also to tame gained in advance to ask setting, filling block 1, filling block 27, filling block 38 and filling block 49, can high-volume, industry Metaplasia is produced.
Between matrix unit and matrix unit, between matrix unit and frame 12 and between filling block and filling block, It is both provided with non-woven fabrics 25, to block water to be flowed between each gap.The setting of water distribution tracery wall 27 and non-woven fabrics 25 is conducive to make System water distribution is uniform, and infiltration cross-sectional area is big, utmostly plays artificial wetland treatment function.
Two groups of pulleys 10, matrix unit 1 and matrix unit 35 are both provided on the lower surface of the inside of modules It is separately positioned on one group of pulley 10.
Kind is implanted with vegetation 15 on the upper surface of matrix unit 1, matrix unit 24 and matrix unit 35.
When in-site installation, first matrix unit 1 is placed on the pulley 10 on the left of inside modules, then by matrix unit 35 It is placed on the pulley 10 on the right side of inside modules, finally puts matrix unit 24, form it into a complete module.
Fig. 4 show a kind of combination, carries out parallel connection after modules series connection again, and water inlet is diverted to through shunt conduit 19 Each branch, water outlet collect through combined pipeline 20 again, in the process water distributing trough 26, water distribution tracery wall 27, overflow plate 22, watertight rubber circle 13 and 25 isostructural setting of non-woven fabrics so that water distribution uniformly and ensure that good water seal feature.
Fig. 5, artificial swamp shown in fig. 6 are made of 2 independent block coupled in series, and module 1 is located at beginning, module 22 Positioned at terminal.It is connected with lock 14 between module 1 and module 22, and overflow plate 22 and watertight rubber circle 13 is installed, improved and pass The bad problem of system artificial swamp water shutoff poor performance, wastewater treatment efficiency.
In the present invention, when filler blocks in some matrix unit, the module or phase blocked is only needed to change The matrix unit or filling block answered, the component recycling more to swap out, economize on resources, while can greatly reduce quantities, Whole device dismounting is simple, easy for installation.While replacing module or matrix unit, artificial swamp need not stop bed, can connect Reforwarding row ensures the treatment effeciency of artificial swamp.
In the present invention, the equal mass production of matrix unit, filling block, scene directly spelling loads, and realizes plug and play, applies It is short between working hour, and wetland sewage treating efficiency is high.

Claims (7)

1. a kind of modularized artificial wetland Water tight and flow uniformity control method, the modularized artificial wetland is by several Module is formed by way of series, parallel or connection in series-parallel combination, and module one (1) is located at water inlet end, by pretreated sewage It is introduced into water distributing trough (26) before entering modularized artificial wetland, water distribution tracery wall is equipped between water distributing trough (26) and module one (1) (27), make sewage Uniform Flow on entire matrix section, it is characterised in that:
Each module includes cubical frame (12), and matrix unit one is disposed with along water (flow) direction in frame (12) (3), matrix unit two (4) and matrix unit three (5), wherein matrix unit one (3), matrix unit two (4) and matrix unit three (5) it is filler (28) in, the filler (28) is by the filling block one (6), filling block two (7), filling block that are distributed from bottom to top Three (8) and filling block four (9) composition, packing material size therein are sequentially reduced, and have independent draw ring two (11) on each filling block, Between filling block and filling block, between matrix unit and matrix unit and between matrix unit and frame (12), it is both provided with Non-woven fabrics (25), to block water to be flowed between each gap;
The matrix unit one (3) is identical with the structure of matrix unit three (5), is up-small and down-big bucking ladder structure, matrix Unit two (4) is up big and down small bucking ladder structure, is stuck between matrix unit one (3) and matrix unit three (5);
The vertical flow side of side wall of the framework (17) of the matrix unit one (3), matrix unit two (4) and matrix unit three (5) To uniformly opening up several permeable holes (18), the average equivalent of the bore dia and seepage channel of the sewage in filler of permeable hole (18) Kinetic diameter is suitable.
2. modularized artificial wetland Water tight and flow uniformity control method according to claim 1, which is characterized in that institute It states and is only directly connected to own mechanical component between modularized artificial wetland adjacent module and module.
3. modularized artificial wetland Water tight and flow uniformity control method according to claim 2, which is characterized in that institute It is lock (14) to state mechanical component, and watertight rubber circle (13) is provided between the adjacent module and module.
4. modularized artificial wetland Water tight and flow uniformity control method according to claim 1, which is characterized in that institute It states between modularized artificial wetland adjacent module and module there are gap, Wetland Substrate is not filled in gap, overflow by being arranged Water plate (22) realizes again sub-distribution of the sewage between module and module, ensures the flow uniformity between downstream module not by upper Swim the interference of module.
5. modularized artificial wetland Water tight and flow uniformity control method according to claim 1, which is characterized in that institute It states framework (17) to be made of waterproof material, be in close contact between outer wall and module inner wall.
6. modularized artificial wetland Water tight and flow uniformity control method according to claim 1, which is characterized in that institute The system water outlet setting catch basin (23) of modularized artificial wetland is stated, overflow plate is arranged with last intermodule in catch basin (23) (22), the depth of water of each artificial wetland modules is controlled by adjusting the height of overflow plate (22).
7. modularized artificial wetland Water tight and flow uniformity control method according to claim 1, which is characterized in that In module, the filler of same particle size is laid at same depth of water.
CN201510963536.8A 2015-12-19 2015-12-19 A kind of modularized artificial wetland Water tight and flow uniformity control method Active CN105399211B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510963536.8A CN105399211B (en) 2015-12-19 2015-12-19 A kind of modularized artificial wetland Water tight and flow uniformity control method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510963536.8A CN105399211B (en) 2015-12-19 2015-12-19 A kind of modularized artificial wetland Water tight and flow uniformity control method

Publications (2)

Publication Number Publication Date
CN105399211A CN105399211A (en) 2016-03-16
CN105399211B true CN105399211B (en) 2018-07-17

Family

ID=55465024

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510963536.8A Active CN105399211B (en) 2015-12-19 2015-12-19 A kind of modularized artificial wetland Water tight and flow uniformity control method

Country Status (1)

Country Link
CN (1) CN105399211B (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105858901A (en) * 2016-05-18 2016-08-17 东南大学 Preprocessed inserted type combined artificial wetland system
CN105858900A (en) * 2016-05-18 2016-08-17 东南大学 Modularized grid-type combined artificial wetland system
CN105923740B (en) * 2016-06-03 2018-11-27 上海勘测设计研究院有限公司 The application method of ecological purification module, ecological purification component and ecological purification module
CN107337312A (en) * 2017-07-19 2017-11-10 中科鼎实环境工程股份有限公司 Modularization can group unload formula artificial wet land system and its drowned flow artificial wet land assembly
CN108298692B (en) * 2018-04-16 2024-03-26 九江赛恩斯环保科技发展有限公司 Adjustable constructed wetland system
CN112573665A (en) * 2020-12-09 2021-03-30 花王生态工程股份有限公司 Modular splicing system for rapid construction of constructed wetland

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102603077A (en) * 2012-03-28 2012-07-25 王启明 Modularized detachable constructed wetland
CN202880996U (en) * 2012-03-28 2013-04-17 王启明 Modularized dismountable constructed wetland
CN104773914A (en) * 2015-04-01 2015-07-15 东南大学 Collecting and treating device for rural disordered-emission sewage
CN104860489A (en) * 2015-06-10 2015-08-26 新乡市蓝海环境工程有限公司 Powerless biological sewage treatment system
CN104944589A (en) * 2015-06-24 2015-09-30 成都理工大学 Modularized detachable artificial wetland
CN204752475U (en) * 2015-06-10 2015-11-11 新乡市蓝海环境工程有限公司 Unpowered ecological sewage treatment system

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8940170B2 (en) * 2011-08-22 2015-01-27 Modular Wetland Systems, Inc. Triple-chambered wetland biofilter treatment system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102603077A (en) * 2012-03-28 2012-07-25 王启明 Modularized detachable constructed wetland
CN202880996U (en) * 2012-03-28 2013-04-17 王启明 Modularized dismountable constructed wetland
CN104773914A (en) * 2015-04-01 2015-07-15 东南大学 Collecting and treating device for rural disordered-emission sewage
CN104860489A (en) * 2015-06-10 2015-08-26 新乡市蓝海环境工程有限公司 Powerless biological sewage treatment system
CN204752475U (en) * 2015-06-10 2015-11-11 新乡市蓝海环境工程有限公司 Unpowered ecological sewage treatment system
CN104944589A (en) * 2015-06-24 2015-09-30 成都理工大学 Modularized detachable artificial wetland

Also Published As

Publication number Publication date
CN105399211A (en) 2016-03-16

Similar Documents

Publication Publication Date Title
CN105399211B (en) A kind of modularized artificial wetland Water tight and flow uniformity control method
CN103693745B (en) A kind of enter the combined artificial wetland treatment process of river runoff pollution and device
CN107055941B (en) River channel ecological treatment system and method for treating river channel by applying same
CN102304939A (en) Valley-type refuse landfill series multi-partition rain and sewage shunting device and method
CN106904790B (en) Rainwater recycling treatment device and method
CN105174468B (en) A kind of cellular-type composite stereo artificial wet land system and sewage water treatment method
CN106396118A (en) Low-pollution closed landscape water body circulating purification system
CN104710084A (en) High-efficiency biological membrane integrated sewage treatment device
CN206219381U (en) Suitable for cold district perpendicular flow artificial ecological wetland sewage disposal system
CN105540852B (en) A kind of integrated filling of artificial swamp matrix and laying method
CN101913730A (en) Artificial wetland sewage treatment method and system
CN209835761U (en) Constructed wetland that can wash automatically
CN209740821U (en) Composite artificial wetland system for rural domestic sewage treatment
CN203820537U (en) Sewage anaerobic/anoxic biological treatment and water-quality and water-quantity adjusting balancing flow control device
CN105600932B (en) A kind of modularized artificial wetland sewage-treatment plant
CN107585952B (en) Sewage treatment device and sewage treatment process thereof
CN208008556U (en) A kind of modularization rural household's life decentralized wastewater treatment equipment
CN205302809U (en) Ration water distribution device with water distribution uniformity function
CN212609820U (en) Novel micro-power domestic sewage treatment device
CN215249857U (en) Sewage treatment system
CN204779015U (en) Sewage treatment system
CN107651751A (en) A kind of riverbank formula filtration system and method with water remediation function
CN204550337U (en) A kind of high-efficiency biomembrane integrated sewage treating apparatus
CN114084962A (en) Multifunctional denitrification and dephosphorization modular wetland pilot test device
CN105417718B (en) A kind of drum type brake modularized artificial wetland sewage-treatment plant

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant