CN105350536B - A machine is penetrated in a kind of dykes and dams crevasse - Google Patents

A machine is penetrated in a kind of dykes and dams crevasse Download PDF

Info

Publication number
CN105350536B
CN105350536B CN201510636294.1A CN201510636294A CN105350536B CN 105350536 B CN105350536 B CN 105350536B CN 201510636294 A CN201510636294 A CN 201510636294A CN 105350536 B CN105350536 B CN 105350536B
Authority
CN
China
Prior art keywords
stake
support base
telescopic arm
cantilever
machine
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.)
Expired - Fee Related
Application number
CN201510636294.1A
Other languages
Chinese (zh)
Other versions
CN105350536A (en
Inventor
杨勇
邵明学
周万军
袭著科
沈方
王福国
吴玉东
谢政委
秦宗将
褚亚朋
王维
高明军
王钧
张传河
刘云虎
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.)
Yang Yong
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201510636294.1A priority Critical patent/CN105350536B/en
Publication of CN105350536A publication Critical patent/CN105350536A/en
Application granted granted Critical
Publication of CN105350536B publication Critical patent/CN105350536B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The invention discloses a machine is penetrated in a kind of dykes and dams crevasse, belong to dykes and dams crevasse and plant stake technical field.Its technical scheme is:Including two driving wheels being oppositely arranged, it is arranged on the driving axle housing between two driving wheels, it is arranged on stake bucket and the operating platform on driving axle housing, and setting cantilever on the operational platform, cantilever one end is arranged on the rotary disk basement by the host computer control of described operating platform, the other end is provided with power arm, and power arm end is provided with trigger mechanism.Beneficial effects of the present invention are:Penetrating a machine and can realize fast and effectively driving piles using the present invention, many piles once can be conveniently installed, after first pile installs, may not necessarily move and penetrate a position for owner's body, second and the 3rd pile be quickly installed, and the present invention to penetrate a machine simple to operate, easy to use, efficiency high, is that valuable time is striven in flood-fighting.

Description

A machine is penetrated in a kind of dykes and dams crevasse
Technical field
The invention belongs to stake technical field is planted in dykes and dams crevasse, penetrate a machine particularly to a kind of new dykes and dams crevasse.
Background technology
The Emergency Tool that piling machine is commonly used as emergency flood fighting is widely used, often the anxious place of the big flow velocity of dykes and dams crevasse Need first to drive piles and contain again.
A kind of form of existing piling equipment is hammer piling equipment.Hammer piling equipment includes hammer, and hammer is used for weight Free-falling, on the upper end of stake, stake is impacted into ground again.Hammer is installed in upright steelframe and utilizes liquid Pressure lifting assembly lifts in steelframe.Described steelframe can be mounted directly the position that expectation on the ground is hammered to stake Place.Alternatively, steelframe may be mounted on the chassis of truck, in order to provide mobility for device.Hammer piling equipment The cost efficiency manufacturing and using is higher, and in the case that hammer piling equipment is movable, then can be relatively easily in piling Move between place.One major defect of hammer piling equipment is that the repeated impact noise of the upper end to stake for the hammer is very big.Real On border, hammer can produce ground vibration to the repeated impact of stake, and not only noise is unpleasant for ground vibration, and can result in Adjacent Buildings and the structural failure of other structures.During piling, the thrust of peening hammer and itself downward inertia cannot fully be released Put, thus the hitting dynamics of peening hammer is less, piling machine can produce larger vibrations, and operation comfort is poor, and is easily damaged Part.In addition monkey driver needs the support mechanism of stake, but in dykes and dams crevasse Water discharge flow speed urgency, the equipment of piling and support Mechanism is difficult to operation.
Another kind of form of existing piling equipment is drilling equipment.It is not to beat stake in ground, but on the ground Hole to the depth needing, subsequently stake is placed in hole.Drilling equipment combines rotary reamer directed downwardly, this rotary reamer It is rotatably installed in bracing members frame.This borer is made to rotate by the rotating mechanism of appropriate structuring.This bracing members frame is permissible It is mounted directly at the position of expectation boring on the ground.Alternatively, bracing members frame, rotary reamer and rotating mechanism are permissible It is arranged on truck chassis, in order to provide mobility device.
The benefit of drilling equipment is to produce less noise and less not pleasant feeling, and the area around drill site Less potential damageability vibration is produced in domain.Use in extensive piling operation for the drilling equipment is also efficient.Use The shortcoming of drilling equipment is:Compared with hammer piling equipment, drilling equipment generally has higher running cost.Carry out with to stake Hammering is compared, and boring is also required to expend more times.Also must reserved area be nearby temporarily set, to place backfill stake holes The soil being used.For the piling of dykes and dams dam breach position, to race against time be unfavorable for this.
The overall shortcoming of existing piling equipment is that to move to another piling place from a piling place more time-consuming, at present Piling equipment need closely to drive piles, this is all unpractical in the piling of dykes and dams crevasse, and the frequently movement of piling machine can be made Become waste of time, inefficiency, this is totally unfavorable to the timely repairing of dykes and dams crevasse.Flood-fighting work as you know Needs strive point more than second, often lose one minute and be likely to cause huge loss.It is badly in need of exploitation one kind can continuously drive piles for this, And the piling machine that can drive piles at a distance.
Content of the invention
In order to solve the deficiency of above-mentioned prior art, the purpose of the present invention is:A kind of new dykes and dams crevasse is provided to penetrate a machine, Fast and effectively drive piles, many piles once can be conveniently installed, a device is penetrated due to it and is mounted on telescopic arm, institute With can by adjusting the length of telescopic arm, realize continuous drive piles, just stop work mobile piling machine without every dozen of piles, be Valuable time has been striven in flood-fighting.
The invention thought of the present invention is to provide a kind of new dykes and dams crevasse to penetrate a machine, including two driving wheels being oppositely arranged, It is arranged on the driving axle housing between two driving wheels, be arranged on stake bucket and operating platform on described driving axle housing, and be arranged on Cantilever on described operating platform, base structure is identical with excavator;Penetrate equipped with trigger mechanism on a machine at this, on trigger mechanism Setting telescopic arm on a large scale, can adjust the locus of stake at a distance.
A machine is penetrated in a kind of new dykes and dams crevasse, including two driving wheels being oppositely arranged, is arranged on the drive between two driving wheels Dynamic axle housing, is arranged on stake bucket and the operating platform on described driving axle housing, and is arranged on the cantilever on described operating platform, institute State cantilever one end to be arranged on the rotary disk basement by the host computer control of described operating platform, the other end is provided with power arm, described dynamic Arm of force end is provided with trigger mechanism.
Described power arm includes telescopic arm, is connected across the hydraulic stem between described telescopic arm and cantilever, described hydraulic stem Piston rod is connected with described telescopic arm.
Described trigger mechanism includes being arranged on the rotating disk of described telescopic arm end, is arranged on sending out on described turntable rotation seat Penetrate seat, described launching seat is fixedly installed support base;Described launching seat is rectangular-shaped, setting spring in one end in described support base Seat, described spring base arranges spring, and described support base other end bottom surface arranges excitation mechanism.
Or described trigger mechanism includes being arranged on the rotating disk of described telescopic arm end, it is arranged on described turntable rotation seat Launching seat, described launching seat is fixedly installed support base;Described launching seat is rectangular-shaped, setting piston in described support base Cylinder, described piston cylinder one end arranges spring base, and described spring base arranges spring, the described spring one end connecting spring seat other end Connect piston, described piston cylinder arranges inlet for pressurised gas near one end of spring base, described inlet for pressurised gas passes through to connect Pipe is connected with compressed air cylinder, and described connecting tube is provided with valve;Described support base other end bottom surface arranges excitation mechanism.
The section of described support base is arc-shaped, and in described support base, side-lower is provided with two parallel slide rails, institute State setting slide block on slide rail.
Described excitation mechanism, including the notch being arranged on described support base bottom surface, is arranged on the stage clip in described notch, passes through Wear the hydraulic rod of described stage clip axial direction, described fluid power boom end connects wedge, and described wedge is hinged on described notch opening Place.
Described telescopic arm is that the circular tube shaped monomer of at least three section different-diameters is socketed composition successively.
It is provided with crawler belt on described driving wheel.
In order to preferably realize goal of the invention, the present invention also provides a kind of method quickly squeezed into stake in dykes and dams crevasse, Methods described penetrates stake for emission-type, promotes stake to inject crevasse by actuating unit, the method comprising the steps of:
Stake tail is connected with actuating unit, and pile crown one end is locked out, and is placed in the top of crevasse;
Release locking, actuating unit promotes pile body quickly to move whereabouts;
Pile body is injected among the dam foundation of crevasse, forms pile foundation.
The power of described actuating unit is provided by spring, compressed gas or fuel oil, combustion gas and powder burning.
Concretely comprising the following steps of stake penetrated by a new machine of penetrating:
The first step:The upper end of stake is loaded in described support base;
Second step:Adjustment cantilever and power arm lift the stake loading in support base, and so that the lower end of stake is against on stake bucket, stake Bucket makes to slip into described support base in by slide block along slide rail by stake to the thrust of stake, in the notch of wedge jacked pile, will Stake is fixed in described support base, and now spring is in compression shape;
3rd step:Adjustment cantilever and power arm, the lower end aligned of stake are needed behind the position of lower stake, by hydraulic rod again Pull wedge, wedge compression press spring is deviate from from notch, and now stake is acted on by the bounce of spring, launch and go out;
4th step:After success is installed in first stake, by adjusting the collapsing length of telescopic arm, can continuously install second With the 3rd stake.
The invention has the beneficial effects as follows:Penetrating a machine and can realize fast and effectively driving piles using the present invention, once permissible Many piles are conveniently installed, it may not be necessary to a position for owner's body is penetrated in movement after the first pile installs, quickly install Second and the 3rd pile, and the present invention penetrate that a machine is simple to operate, easy to use, efficiency high, is that treasured is striven in flood-fighting The expensive time.
Brief description
Fig. 1 is the structural representation of the embodiment of the present invention.
Fig. 2 is the internal structure schematic diagram of the support base of the embodiment of the present invention 1.
Fig. 3 is the internal structure schematic diagram of the support base of the embodiment of the present invention 2.
Wherein, reference is:1st, driving wheel;2nd, driving axle housing;3rd, stake bucket;4th, operating platform;5th, cantilever;6th, power Arm;61st, hydraulic stem;62nd, telescopic arm;63rd, rotating disk;64th, launching seat;656th, spring base, 655, spring;642nd, slide rail;653rd, sliding Block;65th, support base;657th, notch;658th, stage clip;659th, hydraulic rod;66th, valve;67th, connecting tube;7th, wedge;71st, piston; 8th, stake.
Specific embodiment
In order to be able to the technical characterstic of clear explanation this programme, below by specific embodiment, this programme is illustrated.
Embodiment 1
Referring to Fig. 1 and Fig. 2, the present invention is:A machine is penetrated in a kind of new dykes and dams crevasse, including two driving wheels 1 being oppositely arranged, It is arranged on the driving axle housing 2 between two driving wheels 1, be arranged on the stake bucket 3 on driving axle housing 2 and operating platform 4, and be arranged on Cantilever 5 on operating platform 4, cantilever 5 one end is arranged on the rotary disk basement by the host computer control of operating platform 4, and the other end is arranged Dynamic arm 6, power arm 6 end is provided with trigger mechanism.
Power arm 6 includes telescopic arm 62, is connected across the hydraulic stem 61 between telescopic arm 62 and cantilever 5, the work of hydraulic stem 61 Stopper rod is connected with telescopic arm 62.
Trigger mechanism includes being arranged on the rotating disk 63 of telescopic arm 62 end, is arranged on the launching seat on rotating disk 63 rotating seat 64, launching seat 64 is fixedly installed support base 65;Launching seat 64 is rectangular-shaped, setting spring base 656 in one end in support base 65, Spring 655 is arranged on spring base 656, support base 65 other end bottom surface arranges excitation mechanism.Spring 655 herein is stage clip.
The section of support base 65 is arc-shaped, and in support base 65, side-lower is provided with two parallel slide rails 642, slide rail Slide block 653 is set on 642.
Excitation mechanism, including the notch 657 being arranged on support base 65 bottom surface, is arranged on the stage clip 658 in notch 657, passes through Wear the hydraulic rod 659 of stage clip 658 axial direction, hydraulic rod 659 end connects wedge 7, wedge 7 is hinged at notch 657 opening.
Telescopic arm 62 is that the circular tube shaped monomer of at least three section different-diameters is socketed composition successively.Telescopic arm stretches and can adjust Support base 65 and the locus of launching seat 64, rotating disk 63, can conveniently adjust the angle of stake.
It is provided with crawler belt on driving wheel 1, can be more convenient to penetrate the walking of a machine.
A kind of method penetrating stake, is that emission-type penetrates stake, promotes stake to inject crevasse by actuating unit, comprises the following steps:
Stake tail is connected with actuating unit, and pile crown one end is locked out, and is placed in the top of crevasse;
Release locking, actuating unit promotes pile body quickly to move whereabouts;
Pile body is injected among the dam foundation of crevasse, forms pile foundation.
Concretely comprising the following steps of stake penetrated by an a kind of machine of penetrating:
The first step:The upper end of stake 8 is loaded in support base 65;
Second step:Adjustment cantilever 5 and power arm 6 lift the stake 8 loading in support base 65, and make the lower end of stake 8 be against stake On bucket 3, stake bucket 3 makes to the thrust of stake 8 to slip in support base 65 stake 8 along slide rail 642 by slide block 653, until wedge 7 is pressed Enter in the notch 657 of stake 8, stake 8 is fixed in support base 65, now spring 655 is in compression shape;
3rd step:Adjustment cantilever 5 and power arm 6, the lower end aligned of stake are needed behind the position of lower stake, by fluid power again Bar 659 pulls wedge 7, and wedge 7 compression press spring 658 is deviate from from notch 657, and now stake 8 is subject to the bounce-back masterpiece of spring 655 With launching and going out;
4th step:After success is installed in first stake, by adjusting the collapsing length of telescopic arm 62, can continuously install second Individual and the 3rd stake.
Embodiment 2
Referring to Fig. 1 and Fig. 3
Other are same as Example 1, with embodiment 1 except that power set are to rely on compressed air to provide power.
Trigger mechanism includes being arranged on the rotating disk 63 of telescopic arm 62 end, is arranged on the launching seat on rotating disk 63 rotating seat 64, launching seat 64 is fixedly installed support base 65;Launching seat 64 is rectangular-shaped, setting piston cylinder, piston cylinder in support base 65 One end arranges spring base 656, and spring base 656 arranges spring 655, and spring 655 one end connecting spring seat 656 other end connects lives Plug 71, piston cylinder arranges inlet for pressurised gas near one end of spring base 656, and inlet for pressurised gas passes through connecting tube 67 and compression Air tank is connected, and connecting tube 67 is provided with valve 66,;Support base 65 other end bottom surface arranges excitation mechanism.Spring herein 655 is extension spring.
Penetrate a machine and penetrate concretely comprising the following steps of stake:
The first step:The upper end of stake 8 is loaded in support base 65;
Second step:Adjustment cantilever 5 and power arm 6 lift the stake 8 loading in support base 65, and make the lower end of stake 8 be against stake On bucket 3, stake bucket 3 makes to the thrust of stake 8 to slip in support base 65 stake 8 along slide rail 642 by slide block 653, until wedge 7 is pressed Enter in the notch 657 of stake 8, stake 8 is fixed in support base 65, now spring 655 is in compression shape;
3rd step:Adjustment cantilever 5 and power arm 6, the lower end aligned of stake is needed, behind the position of lower stake, to open valve again 66, the compressed gas in compressed air cylinder are entered in piston cylinder by connecting tube 67, reach both after constant-pressure through certain time, Wedge 7 is pulled by hydraulic rod 659, wedge 7 compression press spring 658 is deviate from from notch 657, the compressed air of now stake 8 Effect transmitting and go out;After the completion of transmitting, piston 71 homing under the pulling force of spring 655, prepare to launch next time;
4th step:After success is installed in first stake, by adjusting the collapsing length of telescopic arm 62, can continuously launch second Individual stake and the 3rd stake.
The present invention penetrates the power of actuating unit in the method for stake in addition to being provided by spring, compressed gas, can also be combustion Oil, combustion gas and powder burning provide.
The present invention can pass through without the technical characteristic of description or be realized using prior art, will not be described here, certainly, Described above is not limitation of the present invention, and the present invention is also not limited to the example above, the ordinary skill of the art Change, remodeling, interpolation or replacement that personnel are made in the essential scope of the present invention, also should belong to the present invention.

Claims (1)

1. a machine is penetrated in a kind of dykes and dams crevasse, including two driving wheels being oppositely arranged(1), it is arranged on two driving wheels(1)Between drive Dynamic axle housing(2), it is arranged on described driving axle housing(2)On stake bucket(3)And operating platform(4), and it is flat to be arranged on described operation Platform(4)On cantilever(5)It is characterised in that described cantilever(5)One end is arranged on by described operating platform(4)Host computer control Rotary disk basement on, the other end is provided with power arm(6), described power arm(6)End is provided with trigger mechanism;
Described power arm(6)Including telescopic arm(62), it is connected across described telescopic arm(62)And cantilever(5)Between hydraulic stem (61), described hydraulic stem(61)Piston rod and described telescopic arm(62)It is connected;
Described trigger mechanism includes being arranged on described telescopic arm(62)The rotating disk of end(63), it is arranged on described rotating disk(63)Rotation Launching seat on seat(64), described launching seat(64)On be fixedly installed support base(65);Described launching seat(64)For rectangular-shaped, Described support base(65)Interior one end arranges spring base(656), described spring base(656)Upper setting spring(655), described support base (65)Other end bottom surface arranges excitation mechanism;
Described support base(65)Section be arc-shaped, in described support base(65)Interior side-lower is provided with two parallel slide rails (642), described slide rail(642)Upper setting slide block(653);
Described excitation mechanism includes being arranged on described support base(65)The notch of bottom surface(657), it is arranged on described notch(657)Interior Stage clip(658), run through described stage clip(658)The hydraulic rod of axial direction(659), described hydraulic rod(659)End connects wedge (7), described wedge(7)It is hinged on described notch(657)At opening;
Described telescopic arm(62)It is that at least three circular tube shaped monomers saving different-diameters are socketed composition successively;
Described driving wheel(1)On be provided with crawler belt.
CN201510636294.1A 2015-09-30 2015-09-30 A machine is penetrated in a kind of dykes and dams crevasse Expired - Fee Related CN105350536B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510636294.1A CN105350536B (en) 2015-09-30 2015-09-30 A machine is penetrated in a kind of dykes and dams crevasse

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510636294.1A CN105350536B (en) 2015-09-30 2015-09-30 A machine is penetrated in a kind of dykes and dams crevasse

Publications (2)

Publication Number Publication Date
CN105350536A CN105350536A (en) 2016-02-24
CN105350536B true CN105350536B (en) 2017-03-08

Family

ID=55326588

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510636294.1A Expired - Fee Related CN105350536B (en) 2015-09-30 2015-09-30 A machine is penetrated in a kind of dykes and dams crevasse

Country Status (1)

Country Link
CN (1) CN105350536B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107740416B (en) * 2017-10-15 2019-11-05 李强 A kind of quick-fried penetrate of arm hanging type plants pile foundation platform

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN87100903B (en) * 1987-02-18 1988-10-05 林永盛 The marble anchor device of anchoring and pile
FR2644811B1 (en) * 1989-03-23 1991-05-24 Castagner Bernard PYROTECHNIC SYSTEM FOR PUSHING GROUND ANCHORS
CN2346938Y (en) * 1998-12-21 1999-11-03 滕兴荣 Non-clearance piston ring
CN1461855A (en) * 2002-05-27 2003-12-17 石鸿臣 Piling device
US7654775B2 (en) * 2008-05-09 2010-02-02 R&B Leasing, Llc Soil nail launcher
CN102374825A (en) * 2010-08-22 2012-03-14 柯兆宾 Non-recoil firearm as well as locking mechanism and automatic mode thereof

Also Published As

Publication number Publication date
CN105350536A (en) 2016-02-24

Similar Documents

Publication Publication Date Title
CN105256801B (en) Quick dyke breach pile jetting machine and pile jetting method
US20090290940A1 (en) Apparatus and method for using multiple tools on a single platform
CN102425372B (en) Vibrato-drilling type punching drilling rig
CN104196072B (en) Plateau mountain foundation pit excavation construction equipment
CN105840110A (en) Multifunctional rotary drilling machine
CN1203998A (en) Multipurpose machinery for capital construction
CN104093909B (en) For installing the piling equipment of an assembly
CN203114170U (en) In-hole hammer drilling embedding rock-socketed prestressed pipe pile device
CN105507320B (en) Dam breach mechanical pile plantation dam construction machine and method thereof
CN105442602A (en) Mechanical pile planting and damming machine for dam seepage hole and method of mechanical pile planting and damming machine
CN105350536B (en) A machine is penetrated in a kind of dykes and dams crevasse
CN106013150B (en) A kind of pile press machine
CN105604060B (en) Dam breaking opening pile jetting machine and pile jetting method thereof
CN105297725B (en) One is novel penetrates a machine and penetrates piling method
CN202417302U (en) Vibrating drilling type impact digging drilling machine
CN105625428B (en) A kind of dykes and dams crevasse mechanization pitching pile is built a dam device and method thereof
CN216866558U (en) Power device of drill rod
CN205934925U (en) Pile pressing machine
CN112095607B (en) Device and method for quickly removing pile core soil of precast tubular pile
CN215441884U (en) Drilling and hammering integrated machine
KR100999880B1 (en) Apparatus for pressing steel pipe and method for well foundation construction using thereof
CN113174947A (en) Drilling and hammering integrated machine and pile planting process
CN101871316A (en) Piling machine
CN201071509Y (en) Full-slewing fast-cutting barrier clearing and pile pulling device
CN116537726B (en) Coring device for three-dimensional geological modeling

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
C41 Transfer of patent application or patent right or utility model
CB03 Change of inventor or designer information

Inventor after: Yang Yong

Inventor after: Chu Yapeng

Inventor after: Wang Wei

Inventor after: Gao Mingjun

Inventor after: Wang Jun

Inventor after: Zhang Chuanhe

Inventor after: Liu Yunhu

Inventor after: Shao Mingxue

Inventor after: Zhou Wanjun

Inventor after: Department of inheritance

Inventor after: Shen Fang

Inventor after: Wang Fuguo

Inventor after: Wu Yudong

Inventor after: Xie Zhengwei

Inventor after: Qin Zongjiang

Inventor before: Zhao Fei

Inventor before: Xue Hailong

Inventor before: Wu Lei

Inventor before: Jiang Junjian

Inventor before: Wang Yingjie

Inventor before: Guo Sen

COR Change of bibliographic data
GR01 Patent grant
TA01 Transfer of patent application right

Effective date of registration: 20170213

Address after: 250013 Shandong City, Ji'nan province after the green District No. 4, No. 1

Applicant after: Yang Yong

Address before: 266000 Shandong Province, Qingdao city Licang District No. 265 Castle Peak Road No. 4 two 10000 Fulin Building 2 unit 801 room

Applicant before: Liu Ran

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170308

Termination date: 20210930