CN1888327A - Anti-corrosion rockbolt with sack body - Google Patents
Anti-corrosion rockbolt with sack body Download PDFInfo
- Publication number
- CN1888327A CN1888327A CN 200610052634 CN200610052634A CN1888327A CN 1888327 A CN1888327 A CN 1888327A CN 200610052634 CN200610052634 CN 200610052634 CN 200610052634 A CN200610052634 A CN 200610052634A CN 1888327 A CN1888327 A CN 1888327A
- Authority
- CN
- China
- Prior art keywords
- utricule
- anchor
- anchor pole
- sleeve pipe
- bar body
- 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.)
- Granted
Links
- 238000005260 corrosion Methods 0.000 title description 6
- 208000004141 microcephaly Diseases 0.000 claims description 8
- 238000005065 mining Methods 0.000 abstract description 4
- 239000002002 slurry Substances 0.000 abstract description 4
- 238000007599 discharging Methods 0.000 abstract 1
- 238000007569 slipcasting Methods 0.000 description 14
- 230000002787 reinforcement Effects 0.000 description 11
- 230000009977 dual effect Effects 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 229920006334 epoxy coating Polymers 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 231100000241 scar Toxicity 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 3
- 239000011701 zinc Substances 0.000 description 3
- 229910052725 zinc Inorganic materials 0.000 description 3
- 239000011435 rock Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000002421 anti-septic effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000007872 degassing Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000005226 mechanical processes and functions Effects 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The present invention discloses an anti-corrosive anchor rod with bag body with the functions of injecting slurry and discharging air. Said invention is applicable to stratum configuration support in the fields of underground engineering, mining engineering, foundation pit and side slope engineering. It includes the following several portions: anchor rod body, sleeve, anchor head, clamp nut, supporting bedplate and bag body. Said bag body is passed through said anchor rod body along its longitudinal direction and cover-mounted in said anchor rod body, one end of said bag body is contacted with supporting bedplate and its another end is connected with said sleeve.
Description
Technical field
The present invention relates to a kind of anchor pole in the geotechnical engineering anchoring support technical field, particularly a kind of anticorrosion anchor rod that has the utricule of slip casting and degassing function.Be applicable to the earth formation supporting of aspects such as underground construction, mining engineering, foundation ditch and slope project.
Background technology
In underground construction, mining engineering, foundation ditch and the slope project process that geotechnical engineering relates to, for preventing that stratum deformation from caving in or unstability jeopardizes safety, a kind of main support technology that the stratum is reinforced is to adopt anchor pole.By be arranged in the stratum the high strength resistance to tension that anchor pole had and by closely knit mode such as combine between anchor pole and anchor pole injecting cement paste on every side and the stratum with stratum consolidation, to improve the globality on stratum, play multiple mechanical functions such as shearing resistance, tension, resistance to compression, with the control stratum deformation, make it to reach the stability and safety state.This The Application of Technology century-old history with development is existing, and proposes multiple bolt support type and technology to adapt to the different stratum and the needs of different condition.
Require to be divided into temporary lining and permanent support according to ground environment with to the life requirement aspect of anchor pole.Temporary lining requires to guarantee the supporting safety of construction period application life, generally in 24 months; The anchor pole of permanent support requires to guarantee the object of construction production operation Yunqi's of rear batallion safety application life; General requirements is in decades.Some national requirements were the life-span in 100～120 years.Therefore the anticorrosion problem of anchor pole in the stratum is very important.The measure of anchor pole aseptic technic mainly contains to be isolated and insulation.Its method has grouting reinforcement protection, anchor pole zinc coat, anchor pole epoxy coating, sleeve pipe parcel etc.When adopting above-mentioned a kind of method is anticorrosion (the Single Corrosion Protection of substance, SCP), adopt two kinds be dual anticorrosion (Double Corrosion Protection, DCP), three kinds and above be multiple-anticorrosion (Multiple Corrosion Protection, MCP)." grouting reinforcement " is the anticorrosion mode of topmost substance; " grouting reinforcement is in conjunction with zinc coat ", " grouting reinforcement is in conjunction with epoxy coating " " grouting reinforcement is in conjunction with sleeve pipe " are dual anticorrosion; " grouting reinforcement in conjunction with zinc coat in conjunction with sleeve pipe ", " grouting reinforcement in conjunction with epoxy coating in conjunction with sleeve pipe " are multiple-anticorrosion.For the permanent support anchor pole, some technical specification regulations of China, tunnel underground chamber system anchor bolt should adopt full caking property anchor pole, belongs to the anticorrosion or dual anticorrosion anchor rod of substance, and the stable slope permanent support of highway, railway will adopt dual anticorrosion anchor rod or multiple-anticorrosion anchor rod.
The most of bar reinforcement anchor pole that relates in the prior art only is suitable for temporary lining or substance anticorrosion anchor rod.
Chinese patent application 200510050697.4 discloses a kind of anchor pole, have anticorrosive casing pipe, front end is that hollow (hollow), rear end are the anchor bar body that the solid body of rod has the aperture branch sleeve of lateral slot to connect into by an end endoporus, cavity and the cavity between sleeve outer wall and anchor pole installing hole at back segment anchor pole and internal surface of sleeve pipe behind the grouting reinforcement form the support system that double-deck slip casting bonding is wrapped up, and belong to dual or multi-layer anticorrosion (the zinc-plated or epoxy coating as anchor bar body).This technology has solved the dual or multilayer proofing problem of bar reinforcement anchor pole; but this has invented the combination of adopting hollow bolt body and solid anchor bar body; the connection that needs the aperture branch sleeve cooperates; increased material; cost higher relatively and hollow bolt body and the processing of aperture branch sleeve need anti-corrosion protection, its anticorrosion cost also improves.
Summary of the invention
The invention provides a kind of anticorrosion anchor rod that has utricule, existing anticorrosion anchor rod is improved, reduced material, anticorrosion cost.
A kind of anticorrosion anchor rod that has utricule comprises anchor bar body, sleeve pipe, anchorage head, clamp nut, bearing plate, and anchor bar body longitudinally is coated with utricule, and utricule one end contacts with bearing plate, and the other end links to each other with sleeve pipe.
Described utricule is the hollow body that an end is big, an end is little, and the thickness of utricule can determining with requirement of strength according to envelop materials character.Utricule is provided with the utricule injected hole, and the utricule injected hole is corresponding with the backing plate injected hole position on the bearing plate, is vertically arranged with exhaust hole slot or circle and lacks the passage of structure as exhaust on the outer wall of utricule.
The stub end surface of utricule is an arc surface, and the shape of circular arc curvature and bearing plate is corresponding, and utricule and bearing plate also can be contacted under armature boring and stratum scar off plumb situation preferably.The little head end of utricule has the chucking structure and holds the chucking structure to match with sleeve pipe by the utricule microcephaly and links to each other.Have the utricule mesopore that matches with anchor bar body on the utricule, utricule is set on the anchor bar body by the utricule mesopore.The utricule mesopore is light face or the helicitic texture that matches with anchor bar body with the contact portion of anchor bar body.Utricule is anticorrosion by having, the material of plastic performance is made, and has the utricule ripple struction of the deformation that can bend, and the utricule ripple struction also can be by the other forms of replacement that is flexible coupling.
Described sleeve pipe two ends all have the chucking structure, a plurality of sleeve pipes can be connected to the active length that needs by the chucking structure.The chucking structure can be multiple common versions such as annular ditch groove, screw thread or plug-in dialectal switching.
Form the slip casting exhaust passage by the cavity between utricule cavity, sleeve pipe cavity and sleeve outer wall and hole wall.Can insert Grouting Pipe to the utricule injected hole during slip casting and carry out slip casting, slurries at first flow into the utricule cavity that forms between anchor bar body and the utricule, flow into the sleeve pipe cavity that forms between anchor bar body and the sleeve pipe again, after arriving the inner end of boring, return from the cavity between sleeve outer wall and boring inwall, discharge by the backing plate steam vent on the bearing plate by exhaust hole slot and finish slip casting and exhaust.
Beneficial effect of the present invention is:
(1) utricule has the ripple struction of similar accordion shape, the circular arc head circular arc curvature and the backing plate circular arc of utricule to match, under armature boring and stratum scar off plumb situation, by the suitable deformation of utricule ripple struction bearing plate can effectively be delivered to the anchor pole load on the scar of stratum, so can form support anchoring power rapidly behind the skyhook, control rock mass deformation.
(2) can make the bolt grouting induration be in zero stress or tensile stress do not occur by prestressing force, thereby make induration cracking not occur.
(3) utricule, sleeve pipe, the grouting reinforcement body provides double for anchor pole and multiple-anticorrosion (the zinc-plated or epoxy coating as anchor bar body); the protection anchor bar body is not subjected to the erosion of stratum media under long-term work, the durability of anchor pole and application life are compared with prior art prolonged greatly.Therefore for requiring height or the serious stratum supporting of corrosive environment, supporting performance provides reliable method, as seabed tunnel supporting, high corrosion mining area supporting, massif side slope permanent support etc.
(4) anchor pole can 360 ° any directions install and slip casting, and slip casting and preservative treatment once finish, construction technology is simple, slip casting is reliable.
Anchor pole of the present invention simple in structure, anufacturability good, site operation is convenient, durability is strong, cost is lower, for permanent support provide new by way of.
Description of drawings
Fig. 1 is apparatus of the present invention structural representation
Fig. 2 is installed in schematic diagram in the stratum for apparatus of the present invention
Reference numeral is:
1-anchor bar body 2-utricule 3-sleeve pipe 4-anchorage head
5-clamp nut 6-bearing plate 7-Grouting Pipe
21-utricule mesopore 22-utricule microcephaly holds the chucking structure
23-utricule injected hole 24-exhaust hole slot
The little head end of 31-sleeve pipe stub end 32-sleeve pipe
33-utricule ripple struction 60-backing plate injected hole
61-backing plate steam vent 80-boring
90-stratum (rock stratum) 201-utricule cavity
Cavity between 301-sleeve pipe cavity 801-sleeve outer wall and boring inwall
The specific embodiment
As shown in Figure 1 and Figure 2, the present invention has the anticorrosion anchor rod of utricule, comprises anchor bar body 1, sleeve pipe 3, anchorage head 4, clamp nut 5, bearing plate 6, and anchor bar body 1 longitudinally is coated with utricule 2, and utricule 2 one ends contact with bearing plate 6, and the other end links to each other with sleeve pipe 3.
Anchor bar body 1 and anchorage head 4 are connected by threaded engagement, and anchor bar body 1 is furnished with clamp nut 5 and bearing plate 6 at the end near utricule 2 successively in the direction of termination.
Utricule 2 is the hollow body that an end is big, an end is little, utricule 2 be provided with bearing plate 6 on the corresponding utricule injected hole 23 in backing plate injected hole 60 positions.Be vertically arranged with the passage of exhaust hole slot as exhaust on utricule 2 outer walls, the passage of exhaust also can be designed to vertically round scarce structure or directly put stack and carry out exhaust.
The stub end surface of utricule 2 is an arc surface, the shape of circular arc curvature and bearing plate 6 is corresponding, utricule 2 stub ends have utricule mesopore 21, by utricule mesopore 21 utricule 2 is set on the anchor bar body 1, utricule mesopore 21 is light face or the helicitic texture that matches with anchor pole 1 with the contact portion of anchor bar body 1.
The little head end of utricule 2 has the utricule microcephaly and holds chucking structure 22, holds chucking structure 22 to link to each other with sleeve pipe 3 by the utricule microcephaly.
Utricule 2 is anticorrosion by having, the material of plastic performance is made, and has telescopic utricule ripple struction 33, and utricule ripple struction 33 is the fold surface structure of accordion shape.By the distortion of utricule ripple struction 33, make the stub end of utricule 2 hold swing with respect to the microcephaly of utricule 2.Under armature boring 80 and stratum scar off plumb situation, bearing plate 6 can effectively be delivered to the anchor pole load on the scar of stratum by the 33 suitable deformation of utricule ripple struction.
Described sleeve pipe 3 arranges along anchor bar body 1 y direction, and present embodiment middle sleeve 3 one terminations are bigger, another termination is smaller and interlude is isodiametric pipe.Sleeve pipe 3 two ends all have the chucking structure of annular ditch groove, and the microcephaly that sleeve pipe stub end 31 is socketed in utricule holds on the chucking structure, and the sleeve pipe microcephaly holds 32 to extend near the anchorage head 4.A plurality of sleeve pipes can be connected to the active length that needs by the chucking structure, the chucking structure can also be the forms such as dialectal switching that screw thread maybe can be pegged graft.
Sleeve pipe 3 is made by the material with antiseptic property, and the whole or part of its surfaces externally and internally can be light face, ripple, screw thread or graininess structure.
Utricule 2 has utricule injected hole 23, and utricule injected hole 23 cooperates with backing plate injected hole 60 on the bearing plate 6, can insert Grouting Pipe 7 during slip casting and carry out slip casting.Slurries at first flow into the utricule cavity 201 that forms between anchor bar body 1 and the utricule 2 during slip casting, flow into the sleeve pipe cavity 301 that forms between anchor bar body 1 and the sleeve pipe 3 again, after arriving the inner end of boring 80, return from the cavity 801 between sleeve outer wall and boring 80 inwalls, discharge by the backing plate steam vent on the bearing plate 6 61 by exhaust hole slot 24 and finish slip casting and exhaust.
Anchorage head 4 can be any structure in the prior art.Present embodiment is the shell mould anchorage head that expands, and anchor pole termination at anchor pole after installation can form support anchoring power rapidly.
Anchor bar body 1 has thread surface in the part at two ends, also can be that total length is threaded the surface.
Anchor pole mounting method of the present invention:
1. hole in stratum 90 with rig, form boring 80 and cleaning boring;
2. sleeve pipe 3 is connected to Len req,, and is set on the anchor bar body 1, anchorage head 4 is installed at the front end of anchor bar body with socket-connecting of utricule 2;
3. the anchor pole device that will assemble ready bit inserts in the boring 80 and anchorage head 4 is arrived at the bottom of the hole, pushes utricule in the boring 80 and makes and block up the tieholen mouth;
4. on anchor bar body 1, be inserted in bearing plate 6 and note making bearing plate injected hole 60 to aim at utricule injected hole 23, screw in clamp nut 5;
5. with the torque spanner fastening nut anchor bar body being carried out prestressing force loads;
6. can in bearing plate injected hole 60 and utricule 2 injected holes 23, insert Grouting Pipe 7 as needing;
7. after finishing above-mentioned steps, can carry out slip casting from injected hole 60 or Grouting Pipe 7, end until from backing plate steam vent 61, flowing out slurries to anchor pole.
Claims (10)
1, a kind of anticorrosion anchor rod that has utricule, comprise anchor bar body (1), sleeve pipe (3), anchorage head (4), clamp nut (5), bearing plate (6), it is characterized in that: anchor bar body (1) longitudinally is coated with utricule (2), utricule (2) one ends contact with bearing plate (6), and the other end links to each other with sleeve pipe (3).
2, anchor pole according to claim 1 is characterized in that: described utricule (2) is the hollow body that an end is big, an end is little.
3, anchor pole according to claim 1 is characterized in that: described utricule (2) is provided with utricule injected hole (23), and utricule injected hole (23) is corresponding with backing plate injected hole (60) position on the bearing plate (6).
4, anchor pole according to claim 1 is characterized in that: be vertically arranged with exhaust hole slot or circle on the outer wall of described utricule (2) and lack the passage of structure as exhaust.
5, anchor pole according to claim 2 is characterized in that: the stub end surface of described utricule (2) is arc surface, and the shape of circular arc curvature and bearing plate (6) is corresponding.
6, anchor pole according to claim 2 is characterized in that: the little head end of described utricule (2) has the chucking structure, and holds chucking structure (22) to link to each other with sleeve pipe (3) by the utricule microcephaly.
7, anchor pole according to claim 1, it is characterized in that: described utricule (2) is set on the anchor bar body (1) by utricule mesopore (21), and utricule mesopore (21) is light face or the helicitic texture that matches with anchor pole (1) with the contact portion of anchor bar body (1).
8, anchor pole according to claim 1 is characterized in that: described utricule (2) has the utricule ripple struction (33) of the deformation that can bend.
9, anchor pole according to claim 1 is characterized in that: described sleeve pipe (3) two ends all have the chucking structure, a plurality of sleeve pipes can be connected to the active length that needs by the chucking structure.
10, according to claim 6,9 described anchor poles, it is characterized in that: described chucking structure is annular ditch groove, screw thread or plug-in dialectal switching.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100526347A CN100422448C (en) | 2006-07-24 | 2006-07-24 | Anti-corrosion rockbolt with sack body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100526347A CN100422448C (en) | 2006-07-24 | 2006-07-24 | Anti-corrosion rockbolt with sack body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1888327A true CN1888327A (en) | 2007-01-03 |
| CN100422448C CN100422448C (en) | 2008-10-01 |
Family
ID=37577615
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100526347A Active CN100422448C (en) | 2006-07-24 | 2006-07-24 | Anti-corrosion rockbolt with sack body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100422448C (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101943015A (en) * | 2010-09-10 | 2011-01-12 | 中国恩菲工程技术有限公司 | Anchor rod for strengthening tunnels |
| CN101949152A (en) * | 2010-09-28 | 2011-01-19 | 张继红 | Compound anchor rod and construction method thereof |
| CN102644471A (en) * | 2012-04-20 | 2012-08-22 | 天地科技股份有限公司 | Hole sealing machine and hole sealing method using hole sealing machine to perform small aperture grouting for anchoring anchor rope |
| CN107916948A (en) * | 2018-01-22 | 2018-04-17 | 河南理工大学 | A kind of coal mine support anchor rod component |
| CN110295937A (en) * | 2019-06-28 | 2019-10-01 | 杭州图强工程材料有限公司 | Spherical washer, anchor pole and its construction method |
| CN111021365A (en) * | 2019-12-13 | 2020-04-17 | 中冶天工集团有限公司 | Reusable foundation pit supporting device and using method |
| CN111608711A (en) * | 2020-06-24 | 2020-09-01 | 西安建筑科技大学 | Resistance-increasing expansion shell deformation anchor rod |
| CN112942387A (en) * | 2021-02-04 | 2021-06-11 | 中国长江三峡集团有限公司 | Corrosion-resistant high-strength anchor rod and method for geotechnical engineering high and steep slope reinforcement |
| CN115305911A (en) * | 2022-07-14 | 2022-11-08 | 陕西理工大学 | Anchoring device for preventing landslide geological disasters and use method thereof |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720196B (en) * | 2012-06-26 | 2014-06-25 | 浙江省交通规划设计研究院 | Anticorrosive anchor rod capable of preventing slurry from leaking |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4179861A (en) * | 1977-08-12 | 1979-12-25 | Fosroc A.G. | Method of anchoring a borehole anchor |
| CN2934358Y (en) * | 2006-07-24 | 2007-08-15 | 吴德兴 | Anticorrosion anchor rod with utricle |
-
2006
- 2006-07-24 CN CNB2006100526347A patent/CN100422448C/en active Active
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101943015A (en) * | 2010-09-10 | 2011-01-12 | 中国恩菲工程技术有限公司 | Anchor rod for strengthening tunnels |
| CN101949152A (en) * | 2010-09-28 | 2011-01-19 | 张继红 | Compound anchor rod and construction method thereof |
| CN101949152B (en) * | 2010-09-28 | 2012-09-05 | 张继红 | Compound anchor rod and construction method thereof |
| CN102644471A (en) * | 2012-04-20 | 2012-08-22 | 天地科技股份有限公司 | Hole sealing machine and hole sealing method using hole sealing machine to perform small aperture grouting for anchoring anchor rope |
| CN102644471B (en) * | 2012-04-20 | 2015-07-22 | 天地科技股份有限公司 | Hole sealing machine and hole sealing method using hole sealing machine to perform small aperture grouting for anchoring anchor rope |
| CN107916948A (en) * | 2018-01-22 | 2018-04-17 | 河南理工大学 | A kind of coal mine support anchor rod component |
| CN110295937A (en) * | 2019-06-28 | 2019-10-01 | 杭州图强工程材料有限公司 | Spherical washer, anchor pole and its construction method |
| CN111021365A (en) * | 2019-12-13 | 2020-04-17 | 中冶天工集团有限公司 | Reusable foundation pit supporting device and using method |
| CN111608711A (en) * | 2020-06-24 | 2020-09-01 | 西安建筑科技大学 | Resistance-increasing expansion shell deformation anchor rod |
| CN112942387A (en) * | 2021-02-04 | 2021-06-11 | 中国长江三峡集团有限公司 | Corrosion-resistant high-strength anchor rod and method for geotechnical engineering high and steep slope reinforcement |
| CN112942387B (en) * | 2021-02-04 | 2022-06-07 | 中国长江三峡集团有限公司 | Corrosion-resistant high-strength anchor rod and method for geotechnical engineering high-steep slope reinforcement |
| CN115305911A (en) * | 2022-07-14 | 2022-11-08 | 陕西理工大学 | Anchoring device for preventing landslide geological disasters and use method thereof |
| CN115305911B (en) * | 2022-07-14 | 2024-03-08 | 陕西理工大学 | Anchoring device for preventing landslide geological disasters and application method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100422448C (en) | 2008-10-01 |
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| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20070103 Assignee: Hangzhou Dodrive Engineering Materials Ltd. Assignor: Wu Dexing Contract record no.: 2013330000174 Denomination of invention: Anti-corrosion rockbolt with sack body Granted publication date: 20081001 License type: Exclusive License Record date: 20130605 |
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Assignee: Hangzhou Dodrive Engineering Materials Ltd. Assignor: Wu Dexing Contract record no.: 2013330000174 Date of cancellation: 20131121 |
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Owner name: XIANG XIAOZHEN Free format text: FORMER OWNER: WU DEXING Effective date: 20131218 |
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Free format text: CORRECT: ADDRESS; FROM: 310008 HANGZHOU, ZHEJIANG PROVINCE TO: 310051 HANGZHOU, ZHEJIANG PROVINCE |
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| TR01 | Transfer of patent right |
Effective date of registration: 20131218 Address after: 3 building 88, 502 Jiangling Road, Binjiang District, Zhejiang, Hangzhou 310051, China Patentee after: Xiang Xiaozhen Address before: Hangzhou City, Zhejiang province 310008 Jianggan District Qiutao Road No. 18 building 6 floor Hangzhou City Knitting Chinese Tuqiang Engineering Material Co Ltd Patentee before: Wu Dexing |
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| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20070103 Assignee: Hangzhou Dodrive Engineering Materials Ltd. Assignor: Xiang Xiaozhen Contract record no.: 2013330000415 Denomination of invention: Anti-corrosion rockbolt with sack body Granted publication date: 20081001 License type: Exclusive License Record date: 20131230 |
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Application publication date: 20070103 Assignee: Hangzhou Dodrive Engineering Materials Ltd. Assignor: Xiang Xiaozhen Contract record no.: 2013330000415 Denomination of invention: Anti-corrosion rockbolt with sack body Granted publication date: 20081001 License type: Exclusive License Record date: 20131230 |
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| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
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Effective date of registration: 20190909 Address after: Room 501, 503-506, 510, 517-523, 601-605, Dongfu Building, 10 Fuxing Road, Haidian District, Beijing, 100036 Co-patentee after: Railway Construction Research Institute of China Railway Research Institute Group Co., Ltd. Patentee after: China Railway Economic Planning Research Institute Co., Ltd. Co-patentee after: Hangzhou Dodrive Engineering Materials Ltd. Co-patentee after: Xiang Xiao Zhen Co-patentee after: China Railway First Survey & Design Institute Group Co., Ltd. Co-patentee after: China Railway Eryuan Engineering Group Co., Ltd. Address before: 3 building 88, 502 Jiangling Road, Binjiang District, Zhejiang, Hangzhou 310051, China Patentee before: Xiang Xiao Zhen |
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