CN2585884Y - Viberating concrete road gap shrinking sheet inserting machine - Google Patents
Viberating concrete road gap shrinking sheet inserting machine Download PDFInfo
- Publication number
- CN2585884Y CN2585884Y CN 02273352 CN02273352U CN2585884Y CN 2585884 Y CN2585884 Y CN 2585884Y CN 02273352 CN02273352 CN 02273352 CN 02273352 U CN02273352 U CN 02273352U CN 2585884 Y CN2585884 Y CN 2585884Y
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- Prior art keywords
- gap
- rail
- shrinking
- inserting machine
- walking beam
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- Expired - Fee Related
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- 239000011159 matrix material Substances 0.000 claims description 22
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 18
- 239000002131 composite material Substances 0.000 claims description 10
- 229920000297 Rayon Polymers 0.000 claims description 9
- 229910052742 iron Inorganic materials 0.000 claims description 9
- 241001232809 Chorista Species 0.000 claims description 2
- 230000002146 bilateral effect Effects 0.000 claims description 2
- 230000005540 biological transmission Effects 0.000 abstract description 5
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000002513 implantation Methods 0.000 description 4
- 208000037656 Respiratory Sounds Diseases 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 238000001816 cooling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007943 implant Substances 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004826 seaming Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000013519 translation Methods 0.000 description 1
- 230000014616 translation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Road Paving Structures (AREA)
- Road Repair (AREA)
Abstract
The utility model relates to a gap shrinking plate implanting machine for manufacturing shrinking gaps of concrete roads, which is composed of a lifting and lowering part, a vibrating gap cutting part, an intermediate transmission part, a pressing plate part and a movement limiting part. The vibrating gap cutting part and the pressing plate part are respectively provided with a main cutter and a subsidiary cutter. A separating wrench of the pressing plate part is wrenched, and the main cutter and the subsidiary cutter can be separated. Then, a gap shrinking plate is arranged between two cutters, and the separating wrench returns. Thus, the gap shrinking sheet is tightly clamped between the two cutters. When a hand wheel of the lifting and lowering part is rotated, the vibrating gap cutting part can drive the pressing plate part to together move downwards by the intermediate part, and the main cutter, the subsidiary cutter and the gap shrinking plate can together cut into the just poured concrete along with vibration. A positioning lock of the intermediate part can be opened by the movement limiting part. When the hand wheel is rotated toward the opposite direction, the main cutter is lifted, and then, the subsidiary cutter is lifted. Thus, the gap shrinking plate is implanted in the concrete. The utility model has the advantages of reasonable design, convenient operation, little energy consumption and no noise. The gap shrinking plate can be implanted in the concrete during concrete pouring. Thus, the utility model prevents the shrinking gap from generating cracks and raises engineering quality and benefit. The utility model is an ideal engineering machine.
Description
Technical field
A kind of engineering machinery, particularly a kind of vibrating type rigid pavement gap shrinking sheet inserting machine.
Technical background
Concrete making road with the growth of intensity, will produce a kind of convergent force in the concrete setting process, this convergent force can cause pavement cracking.For preventing pavement cracking, conventional way is to reach about 50% in rigid pavement intensity, and when having removed the template of both sides, in the position of having drawn tangent line in advance the rigid pavement cut out with electronic joint cutter that some 4~6mm are dark, the wide seam that contracts in the 5mm left and right sides, and the seam plate (being soaked with 3 layers of veneer of pitch) that will contract is put in the seam that contracts, concrete convergent force is released at the seam plate place of contracting, and does not ftracture in the assurance road surface.This technology requires joint-cutting to construct on the one hand should be timely, otherwise concrete will crack; On the other hand again because of joint-cutting will carry out when concrete intensity is 50% left and right sides, so during joint-cutting, the edge of the seam that contracts is easy to crack under the vibration of motor.This crackle will constantly be expanded under various loadings, and the road surface is damaged, and cause the road surface rebuilding.Therefore all can occasion a delay duration and economic loss of that a kind of crackle.Have, cutting is contracted and is stitched and will carry out when concrete does not solidify fully: also will constantly move electronic joint cutter and cast-cutting saw slice is watered water cooling again.So just caused the waste of the not compact and human and material resources of technological process.
Summary of the invention
The purpose of this utility model is exactly the vibrating type rigid pavement gap shrinking sheet inserting machine that provides in a kind of seam plate implantation concrete that can will contract when concrete is built.It can be with rigid pavement in the past build, contract that seaming and cutting are cut and implant three technological operations such as the seam plate that contracts and finish simultaneously in the seam that contracts.
The task of vibrating type of the present utility model rigid pavement gap shrinking sheet inserting machine realizes in a kind of brand-new design mode.Its implementation is that vibrating type rigid pavement gap shrinking sheet inserting machine is the bilateral symmetry structure, partly is made of lifting part, vibration joint-cutting part, intermediary's running part, clamp portion, restraint.The lifting part is made up of handwheel, turbine worm lifter, bearing support, slide rail, tooth bar, tooth bar connecting plate and main shaft.Vibration joint-cutting part is made up of blob of viscose composite member, walking beam, walking beam connecting plate, vibrating motor, bracing frame, the short rail of matrix, main cutting knife, joint bolt.Intermediary's running part is made up of servo-actuated beam, the long rail of convex, support, power assistant spring, corner bracket.Clamp portion is made up of the beam that traverses, separation spanner, power transmission shaft, carriage release lever, secondary cutting knife and rag iron spring.The restraint part is made up of unlocking handle, pull bar, pulley, lock rope, location lock, the spring of locking, support arm, hinge and restraint arm.
Slide rail, bearing support and a power switch are installed on the framework.The turbine worm lifter places on the bearing support.Handwheel is connected with the turbine worm lifter by main shaft, the wheel and rack engagement of turbine worm lifter.Tooth bar connects with the blob of viscose composite member by the tooth bar connecting plate.The projection at tooth bar connecting plate two ends becomes matching pair with the groove of slide rail, and the tooth bar connecting plate has a round movement locus on slide rail.Walking beam is connected with the blob of viscose composite member by the walking beam connecting plate.Be equipped with vibrating motor, bracing frame above the walking beam.Main cutting knife places the walking beam side.Bracing frame connects the short rail of matrix.The short rail of matrix becomes matching pair with the male and female face of the long rail of convex, and short rail of matrix and the long rail of convex have the movement locus that comes and goes each other.The block that has the short rail of a matrix on the long rail of convex.The long rail of convex is helped by support and is fixed on the servo-actuated beam.Also be equipped with corner bracket on the servo-actuated beam.Be mounted with power assistant spring on the corner bracket.One end of carriage release lever is plugged on the corner bracket bottom, and the other end is fixed on the beam that traverses.Rag iron spring is contained on the carriage release lever.Traversing is equipped with the separation spanner on the beam, and the side is equipped with secondary cutting knife.Corner bracket top is equipped with the location lock and the spring of locking.When the location lock placed the lockhole of the short rail of matrix, walking beam and servo-actuated beam were connected body.When the location lock broke away from the lockhole of the short rail of matrix, walking beam and servo-actuated beam were chorista.The rear portion of location lock connects with unlocking handle by lock rope, pulley, pull bar.Support arm also is housed on the framework.Support arm connects brake arm by hinge.Brake arm is in plumbness, and its lower surface engages with the top of the long rail of convex.
Each free joint of main cutting knife or secondary cutting knife or some joint cutting knifes are connected to be formed.
Vibrating type of the present utility model rigid pavement gap shrinking sheet inserting machine is reasonable in design, simple in structure, in light weight, and it is all convenient to move with operation.It can be implanted the seam plate that contracts in the concrete when concreting, and three operations of implantation harmful and the seam plate that contracts of cutting of the concrete seam of building, contract are carried out simultaneously, has effectively prevented the generation of crackle, has improved workmanship and benefit.Its noiselessness of working, mechanical energy consumption is few.Be the making machinery that a kind of desirable concrete road reduction of area stitches.
Description of drawings;
Provide embodiment of the present utility model below by accompanying drawing.
Fig. 1 is a vibrating type rigid pavement gap shrinking sheet inserting machine structure master schematic diagram.
Fig. 2 is a vibrating type rigid pavement gap shrinking sheet inserting machine A-A generalized section.
Fig. 3 is a vibrating type rigid pavement gap shrinking sheet inserting machine B-B generalized section.
Fig. 4 is a vibrating type rigid pavement gap shrinking sheet inserting machine C-C generalized section.
Fig. 5 is the vibrating type rigid pavement major and minor cutting knife of gap shrinking sheet inserting machine schematic diagram when falling fully.
Fig. 6 is vibrating type rigid pavement gap shrinking sheet inserting machine master cutting knife schematic diagram when mentioning.
Among the figure, 1 tooth bar connecting plate, 2 turbine worm lifters, 3 handles, 4 tooth bars, 5 slide rails, 6 unlocking handle, 7 switches, 8 blob of viscose composite membeies, 9 walking beam connecting plates, 10 separate spanner, 11 bracing frames, the short rail of 12 matrixs, the long rail of 13 convexs, 14 blocks, 15 supports, 16 pull bars, 17 pulleys, 18 lock ropes, 19 vibrating motors, 20 servo-actuated beams, 21 location locks, 22 beams that traverse, 23 walking beams, 24 main shafts, 25 frameworks, 26 springs of locking, 27 carriage release levers, 28 corner brackets, 29 main cutting knifes, 30 secondary cutting knifes, 31 nuts, 32 power transmission shafts, 33 power assistant spring, 34 rag iron springs, 35 support arms, 36 hinges, 37 brake arms, 38 bolts, 39 bearing supports, the 40 seam plates that contract, the a lockhole.
The specific embodiment
Referring to accompanying drawing, vibrating type of the present utility model rigid pavement gap shrinking sheet inserting machine by framework 25, switch 7 and about be the symmetry structure lifting part, vibration joint-cutting part, intermediary's running part, clamp portion, restraint partly constitute.The lifting part is made up of handwheel 3, turbine worm lifter 2, bearing support 39, slide rail 5, tooth bar 4, tooth bar connecting plate 1 and main shaft 24.Vibration joint-cutting part is made up of blob of viscose composite member 8, walking beam 23, walking beam connecting plate 9, vibrating motor 19, bracing frame 11, the short rail 12 of matrix, main cutting knife 29 and bolt 38.Intermediary's running part is made up of servo-actuated beam 20, the long rail 13 of convex, support 15, power assistant spring 33 and corner bracket 28.Clamp portion is made up of the beam 22 that traverses, separation spanner 10, power transmission shaft 32, carriage release lever 27, secondary cutting knife 30 and rag iron spring 34.The restraint part is made up of unlocking handle 6, pull bar 16, pulley 17, lock rope 18, location lock 21, the spring 26 of locking, support arm 35, hinge 36 and restraint arm 37.
Before the gap shrinking sheet inserting machine work of the utility model vibrating type rigid pavement, place it in touching on the plate of both sides, roadside, then cutting knife is aimed at the joint-cutting position.Connect power switch 7, make vibrating motor 19 work.Pull and separate spanner 10 around power transmission shaft 32 rotations, the prominent face roof pressure walking beam 23 that separates wrench 10, the power that makes carriage release lever 27 overcome rag iron spring 34 drives beam 22 translations of traversing on corner bracket 28, walking beam 23 and main cutting knife 29 are separated with traverse beam 22 and secondary cutting knife 30, and seam plate 40 is packed between the major and minor cutting knife contracting.Oppositely turn back and separate spanner 10, discharge the power of rag iron spring 34, rag iron spring 34 beam 22 that will traverse is pressed to walking beam 23, and the major and minor cutting knife seam plate 40 that will contract is clamped.Rotate handwheel 3, turbine worm lifter 2 descends tooth bar 4, and tooth bar 4 drives walking beam 23 by offset plate composite member 8 and descends.Walking beam 23 drives servo-actuated beam 20 by location lock 21 and descends, and the corner bracket 28 on the servo-actuated beam 20 drives the beam 22 that traverses by carriage release lever 27 and descends.This moment, major and minor cutting knife and is descended together in company with walking beam 23, the beam 22 that traverses by the seam plate 40 that contracts of its clamping was cut under the vibration of vibrating motor 19 in the concrete just built.Put down brake bar 37, the upper surface of withstanding the long rail 13 of convex makes it locking and can not rise.At this moment spur unlocking handle 6, and, make location lock 21 throw off the lockhole a of the short rail 12 of matrix,, be braked arm 37 brakings, can not rise although servo-actuated this moment beam 20 is a free state with unlocking handle 6 lockings.Backward rotation handwheel 3, walking beam 23 rises, when the short rail 12 of matrix is raised to the block 14 that bumps the long rail 13 of convex by stop.This moment, main cutting knife 29 just left concrete, and a side of the seam plate 40 that contracts then is embedded in (referring to Fig. 6) in the concrete.After this stir brake arm 37 and leave the long rail 13 of convex, and decontrol unlocking handle 6, discharge the tension force of the spring 26 of locking.Rise with the moving servo-actuated beam 20 of palm, when secondary cutting knife 30 left concrete, 40 of the plates of seam that contract entered (referring to Fig. 6) in the concrete fully.Just locate lock 21 enters the short rail 12 of matrix again under the effect of the spring 26 of locking lockhole a this moment, and servo-actuated beam 20 is tied again.Continue backward rotation handwheel 3, walking beam 23, servo-actuated beam 20, the beam 22 that traverses are raised to extreme position, have promptly finished the implantation process of the seam plate 40 that contracts.With can carry out the next one contract the seam plate 40 implantation.
Claims (4)
1, a kind of vibrating type rigid pavement gap shrinking sheet inserting machine, it is characterized in that vibrating type rigid pavement gap shrinking sheet inserting machine is the bilateral symmetry structure, be equipped with slide rail, bearing support and a power switch on the framework, the turbine worm lifter is installed on the bearing support, handwheel is connected with the turbine worm lifter by main shaft, the wheel and rack engagement of turbine worm lifter, tooth bar connects with the blob of viscose composite member by the tooth bar connecting plate, the projection at tooth bar connecting plate two ends becomes matching pair with the groove of slide rail, and walking beam is connected with the blob of viscose composite member by the walking beam connecting plate.Be equipped with vibrating motor above the walking beam, bracing frame, main cutting knife places the side of walking beam, bracing frame connects the short rail of matrix, the short rail of matrix becomes matching pair with the male and fomale(M﹠F) of the long rail of convex, a block is arranged on the long rail of convex, the long rail of convex is helped by support and is fixed on the servo-actuated beam, also be equipped with corner bracket on the servo-actuated beam, be mounted with power assistant spring on the corner bracket, an end of carriage release lever is plugged on the corner bracket bottom, the other end is fixed on the beam that traverses, rag iron spring is contained on the carriage release lever, and the Liang Shangyou that traverses separates spanner, and the side is equipped with secondary cutting knife, corner bracket top is equipped with the location lock and the spring of locking, and the rear portion of location lock is by the lock rope, pulley, pull bar connects with unlocking handle.
2, vibrating type according to claim 1 rigid pavement gap shrinking sheet inserting machine is characterized in that support arm also is housed on the framework, and support arm connects brake arm by hinge, and brake arm is vertical, and its lower surface engages with the top of the long rail of convex.
3, vibrating type according to claim 1 and 2 rigid pavement gap shrinking sheet inserting machine, it is characterized in that the tooth bar connecting plate has a round movement locus on slide rail, short rail of matrix and the long rail of convex have the movement locus that comes and goes each other, the location lock places the lockhole of the short rail of matrix, walking beam and servo-actuated beam are connected body, the location lock breaks away from the lockhole of the short rail of matrix, and walking beam and servo-actuated beam tool are chorista.
4, vibrating type according to claim 3 rigid pavement gap shrinking sheet inserting machine is characterized in that each free joint of main cutting knife or secondary cutting knife or some joint cutting knifes are connected to form.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02273352 CN2585884Y (en) | 2002-05-21 | 2002-05-21 | Viberating concrete road gap shrinking sheet inserting machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02273352 CN2585884Y (en) | 2002-05-21 | 2002-05-21 | Viberating concrete road gap shrinking sheet inserting machine |
Publications (1)
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CN2585884Y true CN2585884Y (en) | 2003-11-12 |
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Application Number | Title | Priority Date | Filing Date |
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CN 02273352 Expired - Fee Related CN2585884Y (en) | 2002-05-21 | 2002-05-21 | Viberating concrete road gap shrinking sheet inserting machine |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104372768A (en) * | 2014-11-10 | 2015-02-25 | 阿勒泰建伟机械制造有限公司 | Long slope concrete grooving machine |
CN108118591A (en) * | 2017-12-30 | 2018-06-05 | 王世美 | A kind of portable road surface press |
CN111395132A (en) * | 2019-02-14 | 2020-07-10 | 陕西华中机械有限公司 | Expansion joint cutting mechanism, concrete paving mechanism and concrete paver |
-
2002
- 2002-05-21 CN CN 02273352 patent/CN2585884Y/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104372768A (en) * | 2014-11-10 | 2015-02-25 | 阿勒泰建伟机械制造有限公司 | Long slope concrete grooving machine |
CN108118591A (en) * | 2017-12-30 | 2018-06-05 | 王世美 | A kind of portable road surface press |
CN111395132A (en) * | 2019-02-14 | 2020-07-10 | 陕西华中机械有限公司 | Expansion joint cutting mechanism, concrete paving mechanism and concrete paver |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C56 | Change in the name or address of the patentee |
Owner name: NO. 60, UNIT 5, BUILDING 9, JILINDA STREET, CHANGY Free format text: FORMER NAME OR ADDRESS: NO. 9-9-5-60, JILINDA STREET, CHANGYI DISTRICT, JILIN CITY, JILIN PROVINCE |
|
CP03 | Change of name, title or address |
Patentee address after: No. 5, unit 9, building 60, Jilin Avenue, Changyi District, Jilin, Jilin Patentee address before: No. 99560 Jilin street in Changyi District of Jilin city in Jilin Province |
|
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |