CN101974901A - Lateral movably-connecting combined joint pipe of diaphram wall - Google Patents
Lateral movably-connecting combined joint pipe of diaphram wall Download PDFInfo
- Publication number
- CN101974901A CN101974901A CN 201010516986 CN201010516986A CN101974901A CN 101974901 A CN101974901 A CN 101974901A CN 201010516986 CN201010516986 CN 201010516986 CN 201010516986 A CN201010516986 A CN 201010516986A CN 101974901 A CN101974901 A CN 101974901A
- Authority
- CN
- China
- Prior art keywords
- junction block
- joint pipe
- buckle
- combined joint
- type buckle
- 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
Images
Landscapes
- Quick-Acting Or Multi-Walled Pipe Joints (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention provides a lateral movably-connecting combined joint pipe of a diaphram wall. The movably-connecting combined joint pipe is mutually connected by buckles fixed on two independent joint pipes to form a combined joint pipe, and can be extracted by pulling the two independent joint pipes at the same position or malposition. The joint pipe has the advantages of being especially suitable for solving the problem of the treatment on the joints of the joint pipe of the ultra-thick diaphram wall and sharing the two independent joint pipes so as to greatly bring convenience to the production, transportation and filed operations of the joint pipe. By adopting the occlusion connecting mode, the joint pipe can be extracted at malposition, thereby effectively reducing the risk that the joint pipe cannot be extracted due to overlarge extraction force, reducing the construction difficulty of extracting, ensuring the leakproofness of the diaphram wall joint and effectively avoiding the possibility of the circumferential motion of concrete and the potential hazards of water leakage of the joint seam.
Description
Technical field
The present invention relates to the underground continuous wall connector treatment process in fields such as municipal administration, railway and harbour, particularly a kind of diaphragm wall is laterally lived and is connected the combined joint pipe, is applicable to the processing of continuous wall connector union under the super heavy back.
Background technology
The construction of diaphragm wall key step is: the diaphragm wall of 1, at first constructing lead the leveling compacting of wall and place; 2, adopt the special-purpose grooving equipment of diaphragm wall to carry out the grooving operation, the pore-forming of similar castinplace pile; 3, satisfy the design and construction code requirement after, lay ground-connecting-wall circular joint pipe in groove section end; 4, the reinforcing cage that has processed is sent in lifting down; 5, carry out underwater concreting; 6, treat to rise behind the concrete initial set and pull out junction block; 7, the adjacent next groove section diaphragm wall of construction.
The joint of per two the groove sections of construction of diaphragm wall adopts the flexible joint form usually, original circular snap close junction block construction schematic diagram as shown in Figure 6, circular joint union A is a flexible joint form the most frequently used in the diaphragm wall, junction block when the diaphragm wall concrete pouring as side form, can avoid the concrete of underwater pouring to combine with the soil body of ground-connecting-wall groove section end, also can prevent concrete streaming, thereby guarantee the smooth construction of next groove section.Simultaneously form semicircular cambered surface, increased the phreatic seepage paths of groove section seaming position in groove section termination.This junction block form is simple, and compliance is strong, and stagnant water effect also can satisfy the needs of common engineering.In the construction of diaphragm wall thick, obtained general application less than 1200mm.
At present hydraulic grab has obtained using widely in construction of diaphragm wall, and that the hydraulic grab of comparative maturity has is precious high, Liebherr and homemade construction machineries such as Jin Tai, and the skip body width is generally at 0.8m～1.2m.That is to say that when design diaphragm wall engineering, thickness of wall body is in 0.8m～1.2m scope usually.But along with the appearance of design such as large-scale deep foundation ditch, large-scale sheet-pile wharf, diaphragm wall has produced the trend that develops to thicker direction, it is generally acknowledged that thickness is that diaphragm wall more than 1.2 meters is diaphragm wall under the super heavy back.
The joint of diaphragm wall under the super heavy back is handled, if follow traditional single junction block form, can have following problem: 1, considered the influence factor of each side when pulling out junction block, the pulling force of junction block adds that by junction block deadweight frictional force three parts that the frictional force between junction block and concrete is added between junction block and soil layer form.If diaphragm wall adopts single junction block to carry out the joint processing under the super heavy back, because the increasing of single junction block diameter causes single junction block Zhou Changda, the frictional force of junction block and concrete and the soil body is obviously increased sharply, the consequence that causes junction block to extract easily; 2, pull out in the process rising, the uplift force of tube drawing equipment is required high, promptly to the performance requirement height of tube drawing equipment; Even 3 tube drawing equipment are no problem, if uplift force is very big, diaphragm wall is led the soil body under the wall under the counter-force effect of uplift force, sedimentation even unstability takes place easily, thereby cause sedimentation, distortion even the destruction of leading wall.To sum up, diaphragm wall list junction block pulling force is wayward under the super heavy back, can't meet the standard of zero tolerance in the work progress.In case the phenomenon that junction block can't be extracted in work progress, occurs, will cause irreparable damage to workmanship.
Summary of the invention
In order to solve the problem that exists in the above-mentioned technology, the purpose of this invention is to provide a kind of diaphragm wall combined joint pipe that connects alive, be beneficial to reduce the frictional force of junction block and the concrete and the soil body, reduction is to the requirement of tube drawing equipment performance, reduction is to leading the risk of soil deformation under the wall or destruction, rising of junction block pulled out under a kind of easy to control, easy to operate, situation that safety factor is high carry out.
For realizing rising smoothly the purpose of pulling out junction block, the technical solution used in the present invention provides a kind of diaphragm wall combined joint pipe that connects laterally alive, this combined joint pipe carries two independently junction block 2 and junction blocks 5, wherein: on junction block 2, be fixed with I type buckle 1, on junction block 5, be fixed with face contact-type buckle 3 or line contact-type buckle 6 and IV type buckle 4, face contact buckle 3 or line contact buckle 6 form with IV type buckle 4 reserves notch, be fixed on that I type buckle 1 on the junction block 2 inserts the face contact-type buckle 3 that is fixed on the junction block 5 or the reservation notch between line contact-type buckle 6 and the IV type buckle 4 is connected, forming lives connects the combined joint pipe, and junction block 2 and junction block 5 mutual dislocation up and down move; Be applicable to that thickness is greater than 1.2 meters diaphragm wall.
Effect of the present invention is by being fixed on the engaged connection of buckle on the junction block, with two mutually independently junction block merge into one and live to connect the combined joint pipe, be very easy to field work, this equipment can adopt the mode that has misplaced and pulled out rising to pull out in the junction block process simultaneously, solved the excessive difficult problem of single junction block pulling force, thereby laid a good foundation for diaphragm wall develops to thicker direction.This junction block has obtained application in the construction of diaphragm wall process under the space enclosing structure----1700mm of prince wife Cao pasture, Tangshan coal wharf car dumper shed heavy back, result of use is good.At the diaphragm wall more than the 2000mm thickness, this invention can adopt three junction block combinations to survive type of attachment, can guarantee carrying out smoothly of junction block construction equally.The advantage of this junction block:
1, is specially adapted to solve the problem that the continuous wall connector union is handled under the super heavy back, opens the thinking that has expanded the junction block pattern;
If 2, super thick ground-connecting-wall adopts traditional single junction block pattern, its cross section is very big.And this junction block can misplace and pull out owing to adopt the pattern that is connected, and effectively reduces because of pulling force is excessive the risk that junction block can't be extracted to occur, and has reduced junction block to work the difficulty of construction of pulling out;
3, guaranteed the leakproofness of underground continuous wall connector;
4, the hidden danger that can effectively avoid possibility that concrete streams and joint seam to leak;
5, this live to connect shared two junction blocks independently of combined joint pipe, is very easy to making, transportation and the field operation operation of junction block.
Description of drawings
Fig. 1-1, Fig. 1-2 live for diaphragm wall face contact of the present invention with Fig. 1-3 and are connected combined joint pipe connection diagram;
Fig. 2-1, Fig. 2-2 lives for diaphragm wall point contact of the present invention with Fig. 2-3 and is connected combined joint pipe connection diagram;
Fig. 3 pulls out the operating principle schematic diagram for diaphragm wall of the present invention connection alive combined joint pipe coordination rises;
Fig. 4 pulls out the operating principle schematic diagram for diaphragm wall of the present invention connection alive combined joint pipe has misplaced;
Fig. 5 is the diaphragm wall of the present invention combined joint pipe connection diagram that connects alive;
Fig. 6 is traditional circular snap close junction block construction schematic diagram.
Among the figure:
1.I type buckle 2,5,10. 3. contacts of junction block buckle
4.IV type buckle 6. lines contact buckle 7. is lived and is connected the combined joint pipe
8. groove section hemline 9. groove section top lines
The specific embodiment
Below in conjunction with accompanying drawing the diaphragm wall of the present invention structure that connects the combined joint pipe laterally alive is further specified:
The design philosophy that diaphragm wall of the present invention laterally live to connect the combined joint pipe be allow two independently junction block connect by buckle and be combined into whole co-operation, size according to pulling force, take different rising to pull out mode and independent junction block quantity, this work connection characteristics is can distinguish activity in the use, both be connected together, be not limited by in the connection again, form independently junction block and rise and pull out operation.Thereby reduced the pulling force of junction block, reduced a risk of pulling out junction block.
Diaphragm wall of the present invention is laterally lived and is connected the combined joint pipe, this combined joint pipe carries two independently junction block 2 and junction blocks 5, on junction block 2, be fixed with I type buckle 1, on junction block 5, be fixed with face contact-type buckle 3 or line contact-type buckle 6 and IV type buckle 4, face contact buckle 3 or line contact buckle 6 form with IV type buckle 4 reserves notch, be fixed on that I type buckle 1 on the junction block 2 inserts the face contact-type buckle 3 that is fixed on the junction block 5 or the reservation notch between line contact-type buckle 6 and the IV type buckle 4 is connected, forming lives connects the combined joint pipe, and junction block 2 and junction block 5 mutual dislocation up and down move; Be applicable to that thickness is greater than 1.2 meters diaphragm wall.
Insert a plurality of junction blocks 10 between described independently junction block 2 and the junction block 5, described junction block 10 and junction block 2 counterparts are provided with the reservation notch between the buckle on the junction block 5, junction block 10 and junction block 5 counterparts are provided with on the junction block 2 same buckle mutually, junction block 10 is connected mutually by buckle and junction block 2 independently and junction block 5, form the junction block type structure of horizontal multitube combination, be applicable to that thickness is greater than 2 meters diaphragm wall.
Described contact-type buckle 3 contacts with the area-type that is fixed as of junction block 2; Line contact-type buckle 6 contacts with the line style that is fixed as of junction block 2.
Diaphragm wall of the present invention connection combined joint laterally alive pipe is achieved in that
Rising in the construction pulled out equipment and to supply back system, pressure meter etc. to form by several hydraulic jack, steel framework, hydraulic oil, can know according to the technical data of hydraulic jack and pressure meter data presented to have drawn the pulling force of pulling out junction block.So just can carry out quantitative analysis to pulling force, having judged when pulling out junction block is to rise simultaneously to pull out or rise respectively and pull out junction block.
As Fig. 1-3, shown in the 2-3, diaphragm wall of the present invention is laterally lived and is connected the combined joint pipe, is used to be connected the buckle of two junction blocks on this work connection combined joint pipe includes two mutual independently junction blocks and is fixed on junction block.
Set forth the diaphragm wall work progress that connects the combined joint pipe alive below:
(1) select snap type:
Face contact buckle: as Fig. 1-2, of the present invention contact buckle 3, face contact buckle 3 contacts with junction block closely, is difficult for streaming concrete situation between buckle, but this contact buckle 3 is bigger with the contact area of junction block, thereby pulling force can increase accordingly;
Line contact buckle: as Fig. 2-2, line contact buckle 6 of the present invention, line contact buckle 6 have overcome when pulling out junction block, buckle and the bigger problem of junction block frictional force, but it prevents to stream between buckle concrete ability and but contacts buckle 3 not as face.
During construction, select different snap type with buckle processing and fabricating level according to the diameter of junction block.
(2) as Fig. 1-1, I type buckle 1 is fixed on the junction block 2, as Fig. 1-2 or 2-2 face is contacted buckle 3 or line contact buckle 6 and IV type buckle 4 and be fixed on the junction block 5.
(3) as Fig. 1-3 or 2-3, earlier junction block 5 is transferred to groove section bottom, then junction block 2 is transferred to groove section bottom by I type buckle insertion IV type buckle 4 contacts 6 formation of buckle 3 or line contact buckle with face reservation notch.
(4) leading installation tube drawing equipment on the wall.
(5) rise when pulling out junction block, two kinds of different selections are arranged, promptly coordination rises to pull out with having misplaced and pulling out the combined joint pipe that is connected alive.When pulling force is little, can adopts coordination to work the mode of pulling out and rise pulling out and live to connect the combined joint pipe; But, if surpassing tube drawing equipment, pulling force works the ability of pulling out, perhaps pulling force may be when leading that soil disturbance is bigger under the wall, needs mode that adopting misplace pulls out to rise and pulling out connection combined joint pipe alive.
Institute's predication coordination rises and pulls out, exactly in working process that pulling out the connection combined joint pipe of living, the relative position of two separate junction blocks does not change, as shown in Figure 3.
Described dislocation rises pulls out, exactly in working process that pulling out the connection combined joint pipe of living, the relative position of two separate junction blocks is constantly to change, and the changing of the relative positions mutually, as shown in Figure 4.
Surpass 2000mm when underground diaphragm wall is thick, adopt two junction blocks to misplace when pulling out, if pulling force is still excessive, can adopt mutual independent junction block more than three or three, as shown in Figure 5, junction block 2, the type of attachment alive that junction block 10 and junction block 5 are combined into can guarantee carrying out smoothly of junction block construction equally.
Claims (3)
1. a diaphragm wall is laterally lived and is connected the combined joint pipe, this combined joint pipe carries two independently junction block (2) and junction blocks (5), it is characterized in that: on junction block (2), be fixed with I type buckle (1), on junction block (5), be fixed with face contact-type buckle (3) or line contact-type buckle (6) and IV type buckle (4), face contact buckle (3) or line contact buckle (6) form with IV type buckle (4) and reserve notch, be fixed on that I type buckle (1) on the junction block (2) inserts the face contact-type buckle (3) be fixed on the junction block (5) or the reservation notch between line contact-type buckle (6) and the IV type buckle (4) is connected, form the connection combined joint pipe of living; Be applicable to that thickness is greater than 1.2 meters diaphragm wall.
2. diaphragm wall according to claim 1 is laterally lived and is connected the combined joint pipe, it is characterized in that: insert a plurality of junction blocks (10) between described independently junction block (2) and the junction block (5), described junction block (10) and junction block (2) counterpart are provided with the upward reservation notch between the buckle of junction block (5), junction block (10) is provided with the last same buckle mutually of junction block (2) with junction block (5) counterpart, junction block (10) is connected mutually by buckle and junction block (2) independently and junction block (5), forms the junction block type structure that horizontal multitube makes up; Be applicable to that thickness is greater than 2 meters diaphragm wall.
3. live and connect the combined joint pipe according to claim 1,2 described diaphragm walls, it is characterized in that: described contact-type buckle (3) contacts with the area-type that is fixed as of junction block (2); Line contact-type buckle (6) contacts with the line style that is fixed as of junction block (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010516986XA CN101974901B (en) | 2010-10-22 | 2010-10-22 | Lateral movably-connecting combined joint pipe of diaphram wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010516986XA CN101974901B (en) | 2010-10-22 | 2010-10-22 | Lateral movably-connecting combined joint pipe of diaphram wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101974901A true CN101974901A (en) | 2011-02-16 |
| CN101974901B CN101974901B (en) | 2011-11-16 |
Family
ID=43574804
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010516986XA Active CN101974901B (en) | 2010-10-22 | 2010-10-22 | Lateral movably-connecting combined joint pipe of diaphram wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101974901B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149675A (en) * | 2016-12-02 | 2018-06-12 | 北京市地质工程公司 | Using the construction method of underground continuous wall of assembled locking notch pipe water sealing structure |
| CN112815145A (en) * | 2021-01-06 | 2021-05-18 | 中国化学工程第十一建设有限公司 | Double-pipe immersed pipe construction method and heating pipeline system |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL8502301A (en) * | 1984-08-22 | 1986-03-17 | Zueblin Ag | METHOD FOR INSERTING AND CONNECTING MEMBRANES IN SLOT WALLS AND DEVICE FOR CARRYING OUT THE METHOD |
| DE3508664C2 (en) * | 1984-08-22 | 1994-06-23 | Zueblin Ag | Connection coupling for prefabricated diaphragm walls |
| CN101168963A (en) * | 2007-11-05 | 2008-04-30 | 上海市第二市政工程有限公司 | Large depth underground continuous wall water-stop joint device |
| CN101205717A (en) * | 2006-12-18 | 2008-06-25 | 上海华瀛建筑科技有限公司 | Ultra-deep underground continuous wall connector |
| JP4174359B2 (en) * | 2003-03-25 | 2008-10-29 | 株式会社熊谷組 | Water stop connection structure between members |
| CN101560767A (en) * | 2009-05-12 | 2009-10-21 | 广东省长大公路工程有限公司 | Method for connecting slotted sections in underground construction of diaphragm wall |
| CN101831919A (en) * | 2010-04-28 | 2010-09-15 | 广东省基础工程公司 | Underground diaphragm wall connector and application method thereof |
-
2010
- 2010-10-22 CN CN201010516986XA patent/CN101974901B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL8502301A (en) * | 1984-08-22 | 1986-03-17 | Zueblin Ag | METHOD FOR INSERTING AND CONNECTING MEMBRANES IN SLOT WALLS AND DEVICE FOR CARRYING OUT THE METHOD |
| DE3508664C2 (en) * | 1984-08-22 | 1994-06-23 | Zueblin Ag | Connection coupling for prefabricated diaphragm walls |
| JP4174359B2 (en) * | 2003-03-25 | 2008-10-29 | 株式会社熊谷組 | Water stop connection structure between members |
| CN101205717A (en) * | 2006-12-18 | 2008-06-25 | 上海华瀛建筑科技有限公司 | Ultra-deep underground continuous wall connector |
| CN101168963A (en) * | 2007-11-05 | 2008-04-30 | 上海市第二市政工程有限公司 | Large depth underground continuous wall water-stop joint device |
| CN101560767A (en) * | 2009-05-12 | 2009-10-21 | 广东省长大公路工程有限公司 | Method for connecting slotted sections in underground construction of diaphragm wall |
| CN101831919A (en) * | 2010-04-28 | 2010-09-15 | 广东省基础工程公司 | Underground diaphragm wall connector and application method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 《广东土木与建筑》 20090430 刘少跃等 地下连续墙接头管法施工技术 , 第04期 2 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149675A (en) * | 2016-12-02 | 2018-06-12 | 北京市地质工程公司 | Using the construction method of underground continuous wall of assembled locking notch pipe water sealing structure |
| CN108149675B (en) * | 2016-12-02 | 2019-10-25 | 北京市地质工程公司 | Using the construction method of underground continuous wall of assembled locking notch pipe water sealing structure |
| CN112815145A (en) * | 2021-01-06 | 2021-05-18 | 中国化学工程第十一建设有限公司 | Double-pipe immersed pipe construction method and heating pipeline system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101974901B (en) | 2011-11-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201981532U (en) | Bearing type super deep underground continuous wall adaptor | |
| CN101205717A (en) | Ultra-deep underground continuous wall connector | |
| CN101974901B (en) | Lateral movably-connecting combined joint pipe of diaphram wall | |
| CN104895093A (en) | Semi-prefabricated underground continuous wall and construction method thereof | |
| CN106151679A (en) | Large diameter reinforced concrete pipe road towed boil on the nape opposite the mouth method | |
| CN208088324U (en) | A kind of construction for preventing Z-type width underground continuous wall connector from leaking | |
| CN101565940B (en) | Coupling structure of gravity dam and unfavorable geological bank slope and the construction method thereof | |
| CN103276752A (en) | Construction method of underground continuous wall expansive concrete joint | |
| CN102747722A (en) | Underground continuous wall joint close grouting and covering construction method and expansion rubber plug | |
| CN203782760U (en) | Self-adjusting anti-floating structure of U-shaped groove structure | |
| CN102505847A (en) | Mud jacking pipe device | |
| CN202175961U (en) | Swallow-tailed seal head structure of diaphragm wall steel reinforcement cage | |
| CN204212103U (en) | A kind of slag field draining and spoil disposal rock glacier structure | |
| CN103015405A (en) | Anti-leakage method of underground continuous wall | |
| CN214993751U (en) | Novel embedded sleeve milling joint | |
| CN205421332U (en) | Contrary coincide underground continuous wall that does of a core section of thick bamboo | |
| CN205711787U (en) | Armored concrete fiberglass is combined prefabricated box culvert | |
| CN201406678Y (en) | Linkage structure of gravity dam and unfavorable geological bank slope | |
| CN211257029U (en) | Device for sealing post-pouring strip piping | |
| CN204098037U (en) | Contact grouting one-way check grout box | |
| CN103741724B (en) | A kind of prefabricated prestressed underground continuous wall joint | |
| CN113202084A (en) | Embedded type sleeve milling joint method for underground diaphragm wall | |
| CN219973102U (en) | Gravity dam foundation drainage device is strengthened | |
| CN202689323U (en) | Wall plate for increasing shearing force between wall plates | |
| CN102352623B (en) | Diaphragm wall reinforcing cage dovetail type sealing head structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: CCCC FIRST HARBOR CONSULTANTS CO., LTD. |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zheng Jianmin Inventor after: Shen Limin Inventor after: Hu Dexi Inventor after: Wei Fangping Inventor after: Zhao Mingshi Inventor before: Zheng Jianmin Inventor before: Hu Dexi Inventor before: Wei Fangping Inventor before: Zhao Mingshi |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHENG JIANMIN HU DEXI WEI FANGPING ZHAO MINGSHI TO: ZHENG JIANMIN SHEN LIMIN HU DEXI WEI FANGPING ZHAO MINGSHI |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20110822 Address after: 300222 No. 1472 South Dagu Road, Tianjin, Hexi District Applicant after: Tianjin Shenji Engineering Co., Ltd. Co-applicant after: China Communication Construction Company First Harbour Consultants Co., Ltd. Address before: 300222 No. 1472 South Dagu Road, Tianjin, Hexi District Applicant before: Tianjin Shenji Engineering Co., Ltd. |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zheng Jianmin Inventor after: Shen Liming Inventor after: Hu Dexi Inventor after: Wei Fangping Inventor after: Zhao Mingshi Inventor before: Zheng Jianmin Inventor before: Shen Limin Inventor before: Hu Dexi Inventor before: Wei Fangping Inventor before: Zhao Mingshi |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHENG JIANMIN SHEN LIMIN HU DEXI WEI FANGPING ZHAO MINGSHI TO: ZHENG JIANMIN SHEN LIMING HU DEXI WEI FANGPING ZHAO MINGSHI |