CN102798569A - Tunnel hand hole joint bar drawing device and drawing method thereof - Google Patents
Tunnel hand hole joint bar drawing device and drawing method thereof Download PDFInfo
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- CN102798569A CN102798569A CN2012102840033A CN201210284003A CN102798569A CN 102798569 A CN102798569 A CN 102798569A CN 2012102840033 A CN2012102840033 A CN 2012102840033A CN 201210284003 A CN201210284003 A CN 201210284003A CN 102798569 A CN102798569 A CN 102798569A
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- joint bar
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- hand hole
- binding ring
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Abstract
The invention discloses a tunnel hand hole joint bar drawing device and a drawing method thereof, relating to the field of tunnel construction, characterized in that: the four corners of a base plate (1) are respectively provided with at least a threaded hole, the threaded holes are respectively connected with the outside threads of the central parts of pillar bolts (2), two ends of each pillar bolt are respectively provided with a support end (8) and a screwing end (3), the central part of the base plate is provided with at least a joint bar hole (6), a joint bar locking ring (10) is arranged at the upper part corresponding to the joint bar hole, the two sides of the joint bar locking ring are respectively provided with limiting blocks, the lower parts which belong to the limiting blocks and are close to the base plate are respectively provided with grooves which extend outwards and are opposite to each other, the two grooves and the upper parts of the limiting blocks form a T-shaped groove (12), wherein the joint bar locking ring is movably arranged in the T-shaped groove. The device disclosed herein has the advantages of simple operation, rapidness, convenient maintenance, strong applicability, and the like, and the application of the device greatly raises the construction efficiency and saves the cost.
Description
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[technical field]
The present invention relates to the tunnel construction field, be specifically related to a kind of tunnel hand hole joint bar draw-off gear and Hubbing method thereof.
[background technology]
Known, to wear yellow tunnel and adopt the wholecircle Section Design, the internal diameter of tunnel is 7.0m, the external diameter of tunnel is 8.7m; Tunnel lining is by inside and outside two-layer the composition, and is outer by 7 reinforced concrete prefabricated section of jurisdiction staggered joint erections, the thick 40cm in its section of jurisdiction; Ring width 1.6m owing to wear the hydraulic pressure that yellow tunnel will bear maximum 0.67MPa, presses the structural requirement that holds water in order to satisfy to have; After accomplishing the outer lining pipe sheet assembling, in shield structure tunnel, designed inner lining structure again, inner lining structure is a posttension daraf(reciprocal of farad) PSC; Tunnel lining adopts the C40.W12.F200 PSC, and thick 45cm, standard section length are 9.6m; In order to verify folding degree and the stressing conditions under 0.67Mpa hydraulic pressure between section of jurisdiction outer lining and the concrete lining, hand hole adopts the high-grade concrete backfill in the tunnel section of jurisdiction, arranges pre-buried joint bar in the hand hole of section of jurisdiction simultaneously, is connected with the tunnel lining steel reinforcement cage.
And in order to guarantee that tunnel can reach designing requirement; The workmen tends in work progress the pre-buried hand hole joint bar pull-out test of sampling; And then whether the backfill concrete can satisfy the joint bar anchoring effect in the checking hand, because the section of jurisdiction hand hole is many in the tunnel, and the joint bar anchorage depth is little; So joint bar pull-out test process is had strict requirement, and existing test method is:
Method one: through making a steel plate, adopt the lifting jack of artificial support fixation anchor pole drawing appearance, the direction of regulating lifting jack and anchor pole or other pre-buried rod member again, direction is carried out drawing after regulating unanimity again.This kind method is carried out drawing, and construction is difficulty comparatively, when construction, need be equipped with several personnel and carry out supporting steel plate; After anchor pole is packed lifting jack into, vertical with lifting jack then through regulating steel plate at four jiaos of increases of steel plate cushion block, treat that lifting jack begins drawing after stressed again; In the work progress; Operation easier is big, and anchor pole receives force direction wayward, and speed of application is slow;
Method two: through the anchor pole installed surface being cut or polishing; After making the anchor pole direction and the installed surface direction being vertical lifting jack is installed again and is carried out drawing, this kind method is favourable for the anchor pole or the pre-buried rod member of preliminary bracing face, but the strict control of construction surface needs that cuts or polish; And it is poor for applicability; The drawing construction more to quantity or building surface must not destroy, this method operating difficulties has destruction to facade and anchorage depth.
Adopt above-mentioned test method to have drawbacks such as inefficiency, complicated operation; Do pull-out test owing to require every standard paragraphs to choose 3 groups of joint bars at the crown position at the trial; Single joint bar design pulling capacity is 86.6KN, and necessary strict guarantee joint bar and anchor pole drawing appearance are on same straight line when pull-out test, and this test drawing amount is big; And anchor pole drawing appearance is difficult for fixing at the trial; Topmost above-mentioned test method influences the normal construction of liner, for this reason, joint bar draw-off gear and Hubbing method improved has just become those skilled in the art's technical barrier anxious to be solved.
[summary of the invention]
In order to overcome the deficiency in the background technology; The invention provides a kind of tunnel hand hole joint bar draw-off gear and Hubbing method thereof, the present invention is through being provided with carrying bolt at substrate four jiaos, and through the top in the joint bar hole joint bar binding ring is set; Speed and security have been improved greatly to hand hole joint bar pull-out test; Characteristics such as that the present invention has is simple to operate, quick, maintaining convenient, applicability is strong have improved operating efficiency greatly through enforcement of the present invention, have practiced thrift cost.
For realizing the foregoing invention purpose, the present invention adopts following technical scheme:
A kind of tunnel hand hole joint bar draw-off gear; Comprise substrate, carrying bolt and joint bar binding ring; Four jiaos at substrate are respectively equipped with at least one hole, are connected in said each hole on the external thread at carrying bolt middle part, and the two ends of each carrying bolt are set to support end respectively and screw end; The middle part of said substrate is provided with at least one joint bar hole; Top in the said joint bar of correspondence hole is provided with the joint bar binding ring, and the both sides of said joint bar binding ring are respectively equipped with limited block, and said limited block bottom is provided with respectively near the substrate place and stretches out and corresponding each other recessed groove; Top by two recessed grooves and limited block forms T type groove to the opposite, and the activity in T type groove of wherein said joint bar binding ring is provided with and forms hand hole joint bar draw-off gear.
Described tunnel hand hole joint bar draw-off gear, said silk hole forms the silk hole or through at substrate four jiaos unthreaded hole being set, forms a silk hole on the top of said unthreaded hole through welding or wire connection nut for four jiaos of direct drilling and tappings at substrate.
Described tunnel hand hole joint bar draw-off gear, the profile of said substrate are triangle or quadrilateral or ellipse or circle or sexangle or polygon.
Described tunnel hand hole joint bar draw-off gear, the replacement structure of said T type groove are to be respectively equipped with angle steel in the both sides of joint bar binding ring, and are formed T type groove or T type groove directly directly is set on substrate by said two angle steel.
Described tunnel hand hole joint bar draw-off gear is respectively equipped with reinforcement on the substrate in the said two angle steel outside.
Described tunnel hand hole joint bar draw-off gear, said joint bar binding ring is a L type structure, is provided with circle or ellipse or polygonal holes on the base of joint bar binding ring, is provided with a hole at the side of joint bar binding ring, said silk is provided with clamping screw in the hole.
Described tunnel hand hole joint bar draw-off gear, said screw end be shaped as two planes that are arranged in parallel or quadrilateral or hexagon or polygon.
Described tunnel hand hole joint bar draw-off gear, the two ends of said substrate are respectively equipped with at least one technology groove, said each technology groove be shaped as semicircle or circle or ellipse or polygon or square.
Described tunnel hand hole joint bar draw-off gear, said joint bar hole be shaped as circle or ellipse or polygon or Long Circle.
A kind of Hubbing method of tunnel hand hole joint bar draw-off gear; The first step is fixed substrate; At first regulate the carrying bolt that is provided with on four jiaos of the substrates in advance according to the shape of experiment position; Promptly through screwing the end of carrying bolt one end setting, the support end that makes the setting of the carrying bolt other end is near the joint bar installed surface, and the pre-buried joint bar that will select the experiment position then passes joint bar binding ring and the joint bar hole in the T type groove on the substrate successively; And through the clamping screw on the joint bar binding ring pre-buried joint bar and substrate are fixed, subsequently joint bar drawing appearance is fixed to the end of pre-buried joint bar; Second step was regulated substrate; At first observe the lifting jack in the joint bar drawing appearance whether vertical tight with applying with the plane of substrate; Like out of plumb or fit not tightly, can regulate through the carrying bolt that is provided with on four jiaos of the substrates, until vertical with fit closely; Can pressurize this moment to joint bar drawing appearance, after the lifting jack in the joint bar drawing appearance is stressed, promptly unclamps the clamping screw on the joint bar binding ring; The 3rd step was carried out pull-out test, promptly opened joint bar drawing appearance, and the drawing experiment to the hand hole joint bar is carried out in pressurization to the lifting jack in the joint bar drawing appearance.
Because adopt aforesaid technical scheme, the present invention has following beneficial effect:
A kind of tunnel hand hole joint bar draw-off gear of the present invention and Hubbing method thereof; The present invention guarantees that through at substrate four jiaos carrying bolt being set substrate can adapt to the pre-buried joint bar under the different angle; Guarantee that simultaneously lifting jack and pre-buried joint bar in the anchor pole drawing appearance is on same straight line; The present invention also is provided with the joint bar binding ring through the top in the joint bar hole pre-buried joint bar and substrate is fixed; Improved speed and security to hand hole joint bar pull-out test greatly, characteristics such as that the present invention has is simple to operate, quick, maintaining convenient, applicability is strong need only a people and just can accomplish experiment through of the present invention being implemented under the prerequisite that does not influence facade and anchorage depth; Improve operating efficiency greatly, reduced construction cost.
[description of drawings]
Fig. 1 is the present invention's perspective view in use;
Fig. 2 is an assembly relation structural representation of the present invention;
Among the figure: 1, substrate; 2, carrying bolt; 3, screw end; 4, pre-buried joint bar; 5, technology groove; 6, joint bar hole; 7, joint bar drawing appearance; 8, support end; 9, nut; 10, joint bar binding ring; 11, clamping screw; 12, T type groove; 13, reinforcement; 14, angle steel.
[embodiment]
Can explain in more detail that through following embodiment the present invention, the present invention are not limited to following embodiment;
In conjunction with accompanying drawing 1～2 said a kind of tunnel hand hole joint bar draw-off gear; Comprise substrate 1, carrying bolt 2 and joint bar binding ring 10, the profile of said substrate 1 is triangle or quadrilateral or ellipse or circle or sexangle or polygon, for joint bar drawing appearance 7 the fixed operation platform is provided through substrate 1; Its effect is to provide support job platform during to the lifting jack operation in the joint bar drawing appearance; The two ends of said substrate 1 are respectively equipped with at least one technology groove 5, said each technology groove 5 be shaped as semicircle or circle or ellipse or polygon or square, be respectively equipped with at least one hole at substrate 1 four jiaos; Said silk hole forms the silk hole for four jiaos of direct drilling and tappings at substrate 1 or through at substrate 1 four jiaos unthreaded hole being set; Top at said unthreaded hole forms the silk hole through welding or wire connection nut 9, in each hole, is connected on the external thread at carrying bolt 2 middle parts, and the two ends of each carrying bolt 2 are set to support end 8 respectively and screw end 3; Said screw end 3 be shaped as two planes that are arranged in parallel or quadrilateral or hexagon or polygon; The middle part of said substrate 1 is provided with at least one joint bar hole 6, said joint bar hole 6 be shaped as circle or ellipse or polygon or Long Circle, be provided with joint bar binding ring 10 on the top in the said joint bar of correspondence hole 6; Joint bar binding ring 10 is a L type structure; Be provided with circle or ellipse or polygonal holes on the base of joint bar binding ring 10, be provided with a hole at the side of joint bar binding ring 10, said silk is provided with clamping screw 11 in the hole; The both sides of said joint bar binding ring 10 are respectively equipped with limited block; Said limited block bottom is provided with respectively near substrate 1 place and stretches out and each other corresponding recessed groove, forms T type groove 12 by the top of two recessed grooves and limited block to the opposite, and the replacement structure of said T type groove 12 is to be respectively equipped with angle steel 14 in the both sides of joint bar binding ring 10; And form T type groove 12 or T type groove 12 directly directly is set on substrate 1 by said two angle steel 14; Wherein the effect of T type groove 12 is for joint bar binding ring 10 provides the location, is respectively equipped with reinforcement 13 on the substrate 1 in said two angle steel 14 outsides, and the activity in T type groove 12 of wherein said joint bar binding ring 10 is provided with and forms hand hole joint bar draw-off gear.
The Hubbing method of a kind of tunnel hand hole joint bar draw-off gear of embodiment of the present invention; The first step is fixed substrate 1; At first regulate the carrying bolt 2 that is provided with on 1 four jiaos of the substrates in advance according to the shape of experiment position; Promptly hold 3 through screwing screwing of carrying bolt 2 one end settings, the support end 8 that makes the setting of carrying bolt 2 other ends is near the joint bar installed surface, and the pre-buried joint bar 4 that will select the experiment position then passes joint bar binding ring in the T type groove 12 10 and joint bar hole 6 on the substrate 1 successively; And through the clamping screw on the joint bar binding ring 10 11 pre-buried joint bar 4 and substrate 1 are fixed, subsequently joint bar drawing appearance 7 is fixed to the end of pre-buried joint bar 4; Second step was regulated substrate 1; At first observe the lifting jack in the joint bar drawing appearance 7 whether vertical tight with applying with the plane of substrate 1; Like out of plumb or fit not tightly, can regulate through the carrying bolt 2 that is provided with on 1 four jiaos of the substrates, until vertical with fit closely; Can pressurize this moment to joint bar drawing appearance 7, after the lifting jack in the joint bar drawing appearance 7 is stressed, promptly unclamps the clamping screw 11 on the joint bar binding ring 10; The 3rd step was carried out pull-out test, promptly opened joint bar drawing appearance 7, and the drawing experiment to the hand hole joint bar is carried out in pressurization to the lifting jack in the joint bar drawing appearance 7.
The present invention in matters needing attention during construction is:
(1) should notice that the clamping screw on the joint bar binding rings 10 11 is installed accurately in the T type groove 12 during installation base plate 1, and clamping screw 11 screw mandrels should be back-outed all;
(2) lifting jack in the joint bar drawing appearance 7 and substrate 1 should check whether clamping screw 11 is tightened fixedly the time, prevent that substrate 1 from dropping;
(3) reinforcement workmen's awareness of safety is carried out job safety training before the hilllock, must wear protective articless such as safety helmet before marching into the arena.
A kind of tunnel hand hole joint bar draw-off gear of the present invention and Hubbing method thereof are not only applicable to section of jurisdiction hand hole joint bar pull-out test, are equally applicable to the drawing experiment of the pull-out test and the pre-buried rod member of buildings of tunnel anchor pole.
The present invention does not detail part and is prior art.
The embodiment that selects for use in this article for open the object of the invention currently thinks to suit, and still, will be appreciated that, the present invention is intended to comprise that all belong to all changes and the improvement of the interior embodiment of this design and invention scope.
Claims (10)
1. tunnel hand hole joint bar draw-off gear; Comprise substrate (1), carrying bolt (2) and joint bar binding ring (10); It is characterized in that: four jiaos at substrate (1) are respectively equipped with at least one hole; Be connected in said each hole on the external thread at carrying bolt (2) middle part; The two ends of each carrying bolt (2) are set to support end (8) respectively and screw end (3), and the middle part of said substrate (1) is provided with at least one joint bar hole (6), is provided with joint bar binding ring (10) on the top in the said joint bar of correspondence hole (6); The both sides of said joint bar binding ring (10) are respectively equipped with limited block; Said limited block bottom is located to be provided with respectively near substrate (1) and is stretched out and each other corresponding recessed groove, forms T type groove (12) by the top of two recessed grooves and limited block to the opposite, and wherein said joint bar binding ring (10) activity in T type groove (12) is provided with formation hand hole joint bar draw-off gear.
2. tunnel hand hole joint bar draw-off gear according to claim 1; It is characterized in that: said silk hole forms the silk hole or through at substrate (1) four jiaos unthreaded hole being set, forms a hole on the top of said unthreaded hole through welding or wire connection nut (9) for four jiaos of direct drilling and tappings at substrate (1).
3. according to claim 1 or the described tunnel hand hole of 2 arbitrary claims joint bar draw-off gear, it is characterized in that: the profile of said substrate (1) is triangle or quadrilateral or ellipse or circle or sexangle or polygon.
4. tunnel hand hole joint bar draw-off gear according to claim 1; It is characterized in that: the replacement structure of said T type groove (12) is to be respectively equipped with angle steel (14) in the both sides of joint bar binding ring (10), and is formed T type groove (12) or T type groove (12) directly directly is set on substrate (1) by said two angle steel (14).
5. tunnel hand hole joint bar draw-off gear according to claim 4 is characterized in that: be respectively equipped with reinforcement (13) on the substrate 1 in said two angle steel (14) outside.
6. tunnel hand hole joint bar draw-off gear according to claim 1; It is characterized in that: said joint bar binding ring (10) is L type structure; Be provided with circle or ellipse or polygonal holes on the base of joint bar binding ring (10); Side at joint bar binding ring (10) is provided with a hole, and said silk is provided with clamping screw (11) in the hole.
7. tunnel hand hole joint bar draw-off gear according to claim 1 is characterized in that: said screw end (3) be shaped as two planes that are arranged in parallel or quadrilateral or hexagon or polygon.
8. tunnel hand hole joint bar draw-off gear according to claim 1; It is characterized in that: the two ends of said substrate (1) are respectively equipped with at least one technology groove (5), said each technology groove (5) be shaped as semicircle or circle or ellipse or polygon or square.
9. tunnel hand hole joint bar draw-off gear according to claim 1 is characterized in that: said joint bar hole (6) be shaped as circle or ellipse or polygon or Long Circle.
10. implement a kind of tunnel hand hole joint bar Hubbing method according to the described tunnel hand hole of the arbitrary claim of claim 1～9 joint bar draw-off gear; It is characterized in that: the first step is fixed substrate (1); At first regulate the carrying bolt (2) that is provided with on (1) four jiao of the substrate in advance according to the shape of experiment position; Promptly screw end (3) through what screw carrying bolt (2) one end settings; The support end (8) that makes the setting of carrying bolt (2) other end is near the joint bar installed surface; The pre-buried joint bar (4) that to select the experiment position then passes substrate (1) successively and goes up joint bar binding ring (10) and joint bar hole (6) in the T type groove (12); And through the clamping screw (11) on the joint bar binding ring (10) pre-buried joint bar (4) and substrate (1) are fixed, subsequently joint bar drawing appearance (7) is fixed to the end of pre-buried joint bar (4); Second step was regulated substrate (1); At first observe the lifting jack in the joint bar drawing appearance (7) whether vertical tight with applying with the plane of substrate (1); Like out of plumb or fit not tightly, can regulate through the carrying bolt (2) that is provided with on (1) four jiao of the substrate, until vertical with fit tight; Can pressurize this moment to joint bar drawing appearance (7), after the lifting jack in the joint bar drawing appearance (7) is stressed, promptly unclamps the clamping screw (11) on the joint bar binding ring (10); The 3rd step was carried out pull-out test, promptly opened joint bar drawing appearance (7), and the drawing experiment to the hand hole joint bar is carried out in pressurization to the lifting jack in the joint bar drawing appearance (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210284003.3A CN102798569B (en) | 2012-08-10 | 2012-08-10 | A kind of tunnel hand hole joint bar draw-off gear and Hubbing method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210284003.3A CN102798569B (en) | 2012-08-10 | 2012-08-10 | A kind of tunnel hand hole joint bar draw-off gear and Hubbing method thereof |
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| Publication Number | Publication Date |
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| CN102798569A true CN102798569A (en) | 2012-11-28 |
| CN102798569B CN102798569B (en) | 2015-08-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210284003.3A Active CN102798569B (en) | 2012-08-10 | 2012-08-10 | A kind of tunnel hand hole joint bar draw-off gear and Hubbing method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103335884A (en) * | 2013-07-09 | 2013-10-02 | 郑卫华 | Backing plate used for anchor rod pull-out test |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1865920A (en) * | 2005-05-20 | 2006-11-22 | 深圳市建筑科学研究院 | Method for connecting prestressed concrete pipe pile and testing device |
| CN101435207A (en) * | 2008-12-24 | 2009-05-20 | 关喜才 | Uplift pile loading test method and apparatus |
| CN201258494Y (en) * | 2008-08-27 | 2009-06-17 | 湖南省第六工程有限公司 | Loading unit for single-pile vertical anti-pulling static load test |
| CN201527380U (en) * | 2009-10-26 | 2010-07-14 | 中国十七冶建设有限公司 | Self-tightening type pulling fixture for puling resistance by single pile |
| CN202836999U (en) * | 2012-08-10 | 2013-03-27 | 中铁隧道集团有限公司 | Drawing apparatus for joint bar in hand hole of tunnel |
-
2012
- 2012-08-10 CN CN201210284003.3A patent/CN102798569B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1865920A (en) * | 2005-05-20 | 2006-11-22 | 深圳市建筑科学研究院 | Method for connecting prestressed concrete pipe pile and testing device |
| CN201258494Y (en) * | 2008-08-27 | 2009-06-17 | 湖南省第六工程有限公司 | Loading unit for single-pile vertical anti-pulling static load test |
| CN101435207A (en) * | 2008-12-24 | 2009-05-20 | 关喜才 | Uplift pile loading test method and apparatus |
| CN201527380U (en) * | 2009-10-26 | 2010-07-14 | 中国十七冶建设有限公司 | Self-tightening type pulling fixture for puling resistance by single pile |
| CN202836999U (en) * | 2012-08-10 | 2013-03-27 | 中铁隧道集团有限公司 | Drawing apparatus for joint bar in hand hole of tunnel |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103335884A (en) * | 2013-07-09 | 2013-10-02 | 郑卫华 | Backing plate used for anchor rod pull-out test |
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| CN102798569B (en) | 2015-08-12 |
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Inventor after: Zheng Qingjun Inventor after: Jiang Yuanyong Inventor after: Sun Mou Inventor after: Sun Zhenchuan Inventor after: Zhao Quanmin Inventor after: Li Rongzhi Inventor after: Zhong Shengxing Inventor after: Zhao Dianbin Inventor after: Wang Mingsheng Inventor after: Quan Hua Inventor after: Huang Peng Inventor after: Yang Wenjun Inventor after: Xu Xing Inventor before: Zheng Qingjun Inventor before: Sun Mou Inventor before: Sun Zhenchuan Inventor before: Zhao Quanmin Inventor before: Li Rongzhi Inventor before: Zhong Shengxing Inventor before: Zhao Dianbin Inventor before: Quan Hua Inventor before: Huang Peng Inventor before: Yang Wenjun Inventor before: Xu Xing Inventor before: Jiang Yuanyong |
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Free format text: CORRECT: INVENTOR; FROM: ZHENG QINGJUN LI RONGZHI ZHONG SHENGXING ZHAO DIANBIN QUAN HUA HUANG PENG YANG WENJUN XU XING JIANG YUANYONG SUN MOU SUN ZHENCHUAN ZHAO QUANMIN TO: ZHENG QINGJUN LI RONGZHI ZHONG SHENGXING ZHAO DIANBIN WANG MINGSHENG QUAN HUA HUANG PENG YANG WENJUN XU XING JIANG YUANYONG SUN MOU SUN ZHENCHUAN ZHAO QUANMIN |
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