CN114474306A - Large-scale prefabricated component integral vibration table without manual vibration - Google Patents
Large-scale prefabricated component integral vibration table without manual vibration Download PDFInfo
- Publication number
- CN114474306A CN114474306A CN202210248721.9A CN202210248721A CN114474306A CN 114474306 A CN114474306 A CN 114474306A CN 202210248721 A CN202210248721 A CN 202210248721A CN 114474306 A CN114474306 A CN 114474306A
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- vibration
- assembly
- component
- trolley
- bottom plate
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/087—Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/087—Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould
- B28B1/0873—Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould the mould being placed on vibrating or jolting supports, e.g. moulding tables
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses an integral vibrating table of a large prefabricated part without manual vibration, which comprises a bottom plate and a trolley assembly, wherein fixed guide rails are fixedly arranged at two ends of the bottom plate, and a lifting rail assembly is arranged between the two groups of fixed guide rails; a longitudinal vibration component is arranged on the inner side of the lifting rail component; a transverse vibration component is arranged outside the lifting rail component; the trolley assembly is arranged on the fixed guide rail and the lifting rail assembly in a rolling mode, and a mold is arranged at the upper end of the trolley assembly; the upper end of the bottom plate is provided with a guide component for guiding the movement of the trolley component and a limit component for fixing and limiting the trolley component; the whole vibrating table realizes industrial flow operation, the novel mode of the vibrating table overcomes the defects of large occupied area and long production period of the traditional beam field, manual operation is not needed, accurate control is realized on the vibrating frequency, vibrating time and vibrating position, and the phenomena of honeycomb pitted surface, rib leakage and the like of concrete caused by the reasons of not compacting or vibration leakage and the like are avoided.
Description
Technical Field
The invention relates to the technical field of construction equipment of prefabricated parts for bridge construction, in particular to an integral vibrating table of a large-scale prefabricated part without manual vibration.
Background
In the construction of highway, when concrete is poured into the member, the air bubbles in the member must be removed, and the member must be tamped to make the concrete compact and combined, so as to eliminate the phenomena of cellular pitted surface and the like of the concrete, thereby improving the strength of the member and ensuring the quality of the concrete member. The traditional concrete pouring and vibrating method has the advantages that the traditional concrete pouring and vibrating method is of an insertion type, an attachment type and a flat plate type, due to the fact that manual operation is needed, the vibration frequency, the vibration time and the vibration position are difficult to accurately control, the phenomena of cellular pitted surface, rib leakage and the like of concrete are easy to occur due to the reasons of not-compacting vibration or vibration leakage and the like, in addition, the vibration effect of a user is low, and the construction period is long.
Disclosure of Invention
The invention aims to provide a large prefabricated part integral vibration table without manual vibration, the integral vibration table realizes industrial flow operation, the novel mode changes the defects of large occupied area and long production period of the traditional beam field, the waiting time for process conversion is reduced through flow operation under the condition that the occupied area is greatly reduced, the purposes of increasing yield and increasing efficiency are achieved, manual operation is not needed, the vibration frequency, the vibration time and the vibration position are accurately controlled, the phenomena of honeycomb pitted surface, rib leakage and the like of concrete caused by the reasons of compaction failure or vibration leakage and the like are avoided, the vibration efficiency is high, and the construction period is short.
The purpose of the invention can be realized by the following technical scheme:
the large prefabricated part integral vibration table without manual vibration comprises a bottom plate and a trolley assembly, wherein fixed guide rails are fixedly arranged at two ends of the bottom plate, and a lifting rail assembly is arranged between the two groups of fixed guide rails;
a longitudinal vibration component is arranged on the inner side of the lifting rail component;
a transverse vibration component is arranged outside the lifting rail component;
the trolley assembly is arranged on the fixed guide rail and the lifting rail assembly in a rolling mode, and a mold is arranged at the upper end of the trolley assembly;
the bottom plate upper end is provided with the direction subassembly that is used for removing the platform truck subassembly and plays the guide effect and is used for the spacing subassembly of fixed spacing with the platform truck subassembly.
As a further scheme of the invention: the lifting rail assembly comprises a plurality of groups of vertical plates fixedly arranged at the upper end of the bottom plate, a vertical upward hydraulic oil cylinder is fixedly arranged on each vertical plate, and the output end of each hydraulic oil cylinder is fixedly connected with the guide rail.
As a further scheme of the invention: the output end of the hydraulic oil cylinder is fixedly provided with a support plate, and the guide rail is fixedly arranged on the support plate through a mounting clamping plate.
As a further scheme of the invention: the transverse vibration assembly comprises a supporting seat, a connecting rod is fixedly connected to the upper end of the supporting seat, vibration seats are fixedly arranged on two sides of the connecting rod, and a first vibration motor is fixedly mounted on the outer side of each vibration seat.
As a further scheme of the invention: the longitudinal vibration assembly comprises two groups of longitudinal supports which are arranged side by side, the two groups of longitudinal supports are connected through a plurality of groups of connecting frames, the bottoms of the connecting frames are connected with the bottom plate through air springs, and a plurality of groups of vibration motors II are installed on the outer sides of the longitudinal supports.
As a further scheme of the invention: the inner sides of the two groups of longitudinal supports are provided with limiting frames, and the limiting frames are fixedly arranged on the bottom plate.
As a further scheme of the invention: the trolley assembly comprises a trolley seat, roller wheel supports are fixedly mounted on two sides of the bottom of the trolley seat, and trolley rollers matched with the fixed guide rail and the lifting rail assembly are mounted on the roller wheel supports.
As a further scheme of the invention: the direction subassembly sets up in the outside of going up and down the rail subassembly, and the direction subassembly includes the guide bar of fixed mounting in the bottom plate upper end, rotates on the guide bar and installs the leading wheel.
As a further scheme of the invention: the limiting assembly comprises a U-shaped frame, one end of the U-shaped frame is mounted on the transverse vibration assembly through a connecting arm, a limiting pressing block is arranged at the other end of the U-shaped frame, and the connecting arm is connected with the U-shaped frame in a sliding and telescopic mode.
As a further scheme of the invention: the limiting assembly further comprises a driving oil cylinder, the driving oil cylinder is rotatably installed on the transverse vibration assembly through an oil cylinder seat, and the output end of the driving oil cylinder is rotatably connected with the U-shaped frame through a connector.
The invention has the beneficial effects that:
(1) the whole vibrating table realizes factory-like flow operation, the novel mode of the vibrating table changes the defects of large occupied area and long production period of a traditional beam field, the waiting time for process conversion is reduced through flow operation under the condition that the occupied area is greatly reduced, the purpose of increasing yield and efficiency is achieved, manual operation is not needed, accurate control is realized on the vibrating frequency, the vibrating time and the vibrating position, the phenomena of honeycomb pitted surface, rib leakage and the like of concrete caused by the reasons of not compaction or vibration leakage and the like can not occur, the vibrating efficiency is high, and the construction period is short.
(2) The vibration motor is a vibration source of the vibration platform, a group of adjustable eccentric blocks are respectively arranged at two ends of a rotor shaft, and the centrifugal force generated by the high-speed rotation of the shaft and the eccentric blocks is utilized to obtain an exciting force so as to achieve the purpose of vibration compaction. The vibration platform adjusts exciting force size through adjusting vibrating motor's frequency in the use, realizes the vibration of concrete placement in-process closely knit under different operating modes and different loads.
Drawings
The invention will be further described with reference to the accompanying drawings.
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic side view of the present invention in its entirety;
FIG. 3 is a schematic top view of the base plate of the present invention;
FIG. 4 is a front view of the transverse vibration assembly of the present invention;
FIG. 5 is a schematic top view of the mounting of the transverse vibratory assembly of the present invention;
FIG. 6 is a side view of the mounting of the lateral vibration assembly of the present invention;
FIG. 7 is a front view of the mounting structure of the longitudinal vibration assembly of the present invention;
FIG. 8 is a top view of the mounting of the longitudinal vibratory assembly of the present invention;
FIG. 9 is a schematic cross-sectional view taken along line B-B of FIG. 8 in accordance with the present invention;
FIG. 10 is a schematic view of the construction of the guide assembly of the present invention;
fig. 11 is a schematic structural view of the spacing assembly of the present invention.
In the figure: 1. a base plate; 2. fixing the guide rail; 3. a lifting rail assembly; 31. a vertical plate; 32. a hydraulic cylinder; 33. a support plate; 34. a guide rail; 35. installing a clamping plate; 4. a transverse vibration assembly; 41. a supporting seat; 42. a connecting rod; 43. a vibration seat; 44. a limiting seat; 45. a first vibration motor; 5. a longitudinal vibration assembly; 51. a longitudinal support; 52. a connecting frame; 53. an air spring; 54. a second vibration motor; 55. a limiting frame; 6. a trolley assembly; 61. a saddle seat; 62. a roller bracket; 63. trolley rollers; 7. a mold; 8. a guide assembly; 81. a guide bar; 82. a guide wheel; 83. a locking member; 9. a limiting component; 91. a cylinder block; 92. a driving oil cylinder; 93. a connector; 94. a U-shaped frame; 95. a connecting arm; 96. and limiting and pressing blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, the present invention is an integral vibration table of large prefabricated components without manual vibration, including a bottom plate 1 and a trolley assembly 6, wherein two ends of the bottom plate 1 are both fixedly provided with fixed guide rails 2, and a lifting rail assembly 3 is arranged between the two groups of fixed guide rails 2; fixed guide 2 and lift rail subassembly 3 are and set up two sets ofly side by side, and lift rail subassembly 3 links to each other with fixed guide 2's tip is level and smooth, ensures that platform truck subassembly 6 can normally move between lift rail subassembly 3 and fixed guide 2, and the concrete pours the station and is located lift rail subassembly 3 department, and platform truck subassembly 6 rolls and sets up on fixed guide 2 and lift rail subassembly 3, and mould 7 is installed to platform truck subassembly 6 upper end.
A longitudinal vibration component 5 is arranged on the inner side of the lifting rail component 3; a transverse vibration component 4 is arranged outside the lifting rail component 3; the trolley component 6 and the mould 7 are transversely and longitudinally vibrated through the transverse vibration component 4 and the longitudinal vibration component 5, so that the concrete in the mould 7 can be uniformly vibrated, and the vibration frequency, the vibration time and the vibration position can be accurately grasped.
Please refer to fig. 3 and fig. 10, the guiding assemblies 8 are disposed outside the lifting rail assembly 3, the guiding assemblies 8 are uniformly disposed on the bottom plate 1 and have multiple groups, and the distance between adjacent guiding assemblies 8 is smaller than the length of the trolley assembly 6, each guiding assembly 8 comprises a guiding rod 81 fixedly mounted on the upper end of the bottom plate 1, a guiding wheel 82 is rotatably mounted on the guiding rod 81 through a locking member 83, the locking member 83 is of a pin shaft structure, the lower end of the pin shaft is fixedly connected to the guiding rod 81, the guiding wheel 82 is rotatably mounted on the periphery of the pin shaft, a threaded rod is disposed on the upper end of the pin shaft, a nut is connected to the threaded rod through a thread, the nut plays a limiting role on the guiding wheel 82, and prevents the guiding wheel 82 from falling off.
Referring to fig. 1 and 2, the lifting rail assembly 3 includes a plurality of sets of vertical plates 31 fixedly disposed at the upper end of the base plate 1, a vertical upward hydraulic cylinder 32 is fixedly mounted on each vertical plate 31, a support plate 33 is fixedly mounted at an output end of the hydraulic cylinder 32, a guide rail 34 is fixedly mounted on the support plate 33 through a mounting clamp plate 35, the guide rail 34 is in an i-shaped structure, an upper horizontal plate of the guide rail 34 is used for sliding and supporting the trolley assembly 6, a lower horizontal plate of the guide rail 34 is used for mounting the guide rail 34, the mounting clamp plate 35 is in an L-shaped structure, the horizontal plate of the mounting clamp plate 35 is used for compressing and limiting the lower horizontal plate of the guide rail 34, the vertical plate of the mounting clamp plate 35 has a limiting effect on the guide rail 34, and meanwhile, the mounting clamp plate 35 can be fixedly mounted on the support plate 33 through bolts, so as to fixedly mount the guide rail 34.
The hydraulic oil cylinder 32 is used for driving the guide rail 34 to move up and down, when the trolley component 6 needs to move, the hydraulic oil cylinder 32 drives the guide rail 34 to move upwards, so that the upper end face of the guide rail 34 is flush with the upper end face of the fixed guide rail 2, and the trolley component 6 can be ensured to move stably; when concrete in the mould 7 needs to be vibrated, the hydraulic oil cylinder 32 drives the guide rail 34 to move downwards, so that the guide rail 34 is separated from the trolley component 6, the trolley component 6 falls into the transverse vibration component 4 and the longitudinal vibration component 5, the trolley component 6 and the mould 7 are vibrated by utilizing the transverse vibration component 4 and the longitudinal vibration component 5, and the guide rail 34 is prevented from restricting the vibration of the trolley component 6.
The trolley component 6 comprises a trolley seat 61, the two sides of the bottom of the trolley seat 61 are fixedly provided with roller supports 62, the roller supports 62 are provided with trolley rollers 63 matched with the fixed guide rails 2 and the lifting rail components 3, the roller supports 62 are symmetrically distributed in two sets of U-shaped steel structures, the opening directions are outwards distributed, the trolley rollers 63 are rotatably arranged between the two sets of U-shaped steel structures through connecting shafts, the shaft section of the trolley rollers 63 is of a T-shaped structure, a limit position is ensured to be generated between the trolley rollers and the track, and the trolley rollers 63 are prevented from falling off from the track.
Referring to fig. 4-6, the transverse vibration assembly 4 includes a support base 41, a connecting rod 42 is fixedly connected to the upper end of the support base 41, a vibration seat 43 is fixedly disposed on both sides of the connecting rod 42, a first vibration motor 45 is fixedly disposed on the outer side of the vibration seat 43, two sets of limiting seats 44 are also fixedly disposed on the connecting rod 42, the limiting seats 44 are disposed near the vibration seat 43, a gap is formed between the limiting seats 44 and the vibration seat 43, the gap is used for allowing a trolley roller 63 to pass through, the limiting seats 44 and the vibration seat 43 are also used for supporting the roller bracket 62, when the hydraulic cylinder 32 drives the guide rail 34 to move downward, the roller bracket 62 falls onto the limiting seats 44 and the vibration seat 43, the trolley roller 63 is in a suspended state at this time, it is ensured that the guide rail 34 is not limited when the trolley assembly 6 is vibrated, and the first vibration motor 45 is disposed at both ends of each set of the connecting rod 42, the vibration at the two ends of the connecting rod 42 is kept relatively stable, and the connecting rod 42 is provided with a plurality of groups, so that different quantities can be adjusted according to the actual working environment.
Referring to fig. 7-9, the longitudinal vibration assembly 5 includes two sets of longitudinal supports 51 arranged side by side, the two sets of longitudinal supports 51 are connected by a plurality of sets of connecting frames 52, the bottom of the connecting frames 52 is connected with the bottom plate 1 by air springs 53, the air springs 53 are connected with a pneumatic control system, and a plurality of sets of second vibration motors 54 are installed outside the longitudinal supports 51. The inner sides of the two groups of longitudinal supports 51 are provided with limiting frames 55, and the limiting frames 55 are fixedly arranged on the bottom plate 1.
The vibration motor is a vibration source of the vibration platform, a group of adjustable eccentric blocks are respectively arranged at two ends of a rotor shaft, and the centrifugal force generated by the high-speed rotation of the shaft and the eccentric blocks is utilized to obtain an exciting force so as to achieve the purpose of vibration compaction. The vibration platform adjusts exciting force size through adjusting vibrating motor's frequency in the use, realizes the vibration of concrete placement in-process closely knit under different operating modes and different loads.
Referring to fig. 2 and 11, the limiting component 9 includes a U-shaped frame 94, one end of the U-shaped frame 94 is mounted on the transverse vibration component 4 through a connecting arm 95, the other end of the U-shaped frame 94 is provided with a limiting pressing block 96, and the connecting arm 95 is slidably and telescopically connected with the U-shaped frame 94. The limiting assembly 9 further comprises a driving oil cylinder 92, the driving oil cylinder 92 is rotatably mounted on the transverse vibration assembly 4 through an oil cylinder seat 91, and the output end of the driving oil cylinder 92 is rotatably connected with a U-shaped frame 94 through a connector 93.
The working principle of the invention is as follows: the mould 7 moves to a concrete pouring station, a hydraulic system is operated, the rail support hydraulic oil cylinder 32 of the lifting rail assembly 3 drives the guide rail 34 to descend, the mould 7 descends to the vibration table top along with the trolley assembly 6, the hydraulic system is operated, the guide rail 34 continues to descend, the mould 7 is separated from the guide rail 34, and the mould 7 completes stress conversion. The hydraulic control system of the limiting assembly 9 is operated, the driving oil cylinder 92 drives the U-shaped frame 94 to rotate, the limiting pressing block 96 clamps the roller support 62 on the transverse vibration assembly 4 under the connection of the connecting arm 95, the vibration platform and the mold 7 are locked and connected into a whole, the pneumatic control system is operated to inflate the air spring 53, the longitudinal vibration assembly 5 is lifted in place, the first vibration motor 45 and the second vibration motor 54 are started, and the vibration platform and the mold 7 vibrate synchronously. In the concrete pouring process, the vibration platform vibrates synchronously, and the vibration frequency is adjusted according to the concrete performance condition. Pouring concrete to the surface layer, and operating the vibration platform to stop vibrating. After manual surface folding, the air in the air spring 53 is released, the longitudinal vibration assembly 5 descends to be separated from the trolley assembly 6, and clamping between the trolley assembly 6 and the vibration table is released. The hydraulic oil cylinder 32 drives the guide rail 34 to ascend, the guide rail 34 is reset to be in butt joint with the fixed guide rails 2 at the two ends, the mold 7 ascends synchronously, and the trolley assembly 6 pulls the mold 7 to enter the next process.
The integral vibrating table vibrating process provided by the invention is used for carrying out prefabricated double-T-beam annular production line construction and prefabricated bent cap annular production line construction. The pouring of one double T beam can be completed by 3 persons and 30 min, the investment of manpower and mechanical equipment is reduced, the purposes of mechanical labor reduction and automatic person replacement are realized, and the advantages of streamlined operation and industrial production are fully exerted.
The flow production line construction process of the integral vibration table without manual vibration enables the production of project prefabricated parts to really realize industrial flow operation, the novel mode changes the defects of large occupied area and long production period of the traditional beam yard, and under the condition that the occupied area is greatly reduced, the process conversion waiting time is reduced through flow operation, the purposes of increasing yield and increasing efficiency are achieved, a brand new construction management thought is provided for projects limited by places, and the progress of intelligent construction, green construction and industrial production development of bridge engineering is promoted. The method introduces a new technology and a new process in the field of highway construction, and plays a leading role of science and technology in construction and production.
While one embodiment of the present invention has been described in detail, the description is only a preferred embodiment of the present invention and should not be taken as limiting the scope of the invention. All equivalent changes and modifications made within the scope of the present invention shall fall within the scope of the present invention.
Claims (10)
1. The large prefabricated part integral type vibrating table without manual vibration is characterized by comprising a bottom plate (1) and a trolley assembly (6), wherein fixed guide rails (2) are fixedly arranged at two ends of the bottom plate (1), and a lifting rail assembly (3) is arranged between the two groups of fixed guide rails (2);
a longitudinal vibration component (5) is arranged on the inner side of the lifting rail component (3);
a transverse vibration component (4) is arranged on the outer side of the lifting rail component (3);
the trolley assembly (6) is arranged on the fixed guide rail (2) and the lifting rail assembly (3) in a rolling mode, and a mold (7) is installed at the upper end of the trolley assembly (6);
the upper end of the bottom plate (1) is provided with a guide component (8) for guiding the movement of the trolley component (6) and a limit component (9) for fixing and limiting the trolley component (6).
2. The large prefabricated part integral type vibration table without manual vibration according to claim 1, wherein the lifting rail assembly (3) comprises a plurality of groups of vertical plates (31) fixedly arranged at the upper end of the base plate (1), a vertical upward hydraulic oil cylinder (32) is fixedly arranged on each vertical plate (31), and the output end of each hydraulic oil cylinder (32) is fixedly connected with a guide rail (34).
3. The large prefabricated member integral type vibration table without artificial vibration according to claim 2, wherein the output end of the hydraulic oil cylinder (32) is fixedly provided with a support plate (33), and the guide rail (34) is fixedly arranged on the support plate (33) through a mounting clamping plate (35).
4. The large prefabricated component integral type vibration table without manual vibration according to claim 1, wherein the transverse vibration assembly (4) comprises a support base (41), a connecting rod (42) is fixedly connected to the upper end of the support base (41), vibration bases (43) are fixedly arranged on both sides of the connecting rod (42), and a first vibration motor (45) is fixedly arranged on the outer sides of the vibration bases (43).
5. The large prefabricated component integral type vibration table without manual vibration is characterized in that the longitudinal vibration assembly (5) comprises two groups of longitudinal supports (51) arranged side by side, the two groups of longitudinal supports (51) are connected through a plurality of groups of connecting frames (52), the bottoms of the connecting frames (52) are connected with the bottom plate (1) through air springs (53), and a plurality of groups of second vibration motors (54) are installed on the outer sides of the longitudinal supports (51).
6. The large prefabricated member integral type vibration table without artificial vibration according to claim 5, wherein the inner sides of the two sets of longitudinal supports (51) are provided with limit frames (55), and the limit frames (55) are fixedly arranged on the bottom plate (1).
7. The large prefabricated member integral type vibration table without artificial vibration according to claim 1, wherein the trolley assembly (6) comprises a trolley seat (61), roller brackets (62) are fixedly arranged on both sides of the bottom of the trolley seat (61), and trolley rollers (63) matched with the fixed guide rail (2) and the lifting rail assembly (3) are arranged on the roller brackets (62).
8. The large prefabricated member integral type vibration table without artificial vibration according to claim 1, wherein the guide assembly (8) is arranged outside the lifting rail assembly (3), the guide assembly (8) comprises a guide rod (81) fixedly installed at the upper end of the bottom plate (1), and a guide wheel (82) is rotatably installed on the guide rod (81).
9. The large prefabricated component integral type vibration table without manual vibration according to claim 1, wherein the limiting assembly (9) comprises a U-shaped frame (94), one end of the U-shaped frame (94) is installed on the transverse vibration assembly (4) through a connecting arm (95), the other end of the U-shaped frame (94) is provided with a limiting pressing block (96), and the connecting arm (95) is in sliding telescopic connection with the U-shaped frame (94).
10. The large prefabricated part integral type vibration table without manual vibration according to claim 9, wherein the limiting assembly (9) further comprises a driving oil cylinder (92), the driving oil cylinder (92) is rotatably mounted on the transverse vibration assembly (4) through an oil cylinder seat (91), and the output end of the driving oil cylinder (92) is rotatably connected with the U-shaped frame (94) through a connector (93).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210248721.9A CN114474306A (en) | 2022-03-14 | 2022-03-14 | Large-scale prefabricated component integral vibration table without manual vibration |
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| CN202210248721.9A CN114474306A (en) | 2022-03-14 | 2022-03-14 | Large-scale prefabricated component integral vibration table without manual vibration |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117283704A (en) * | 2023-09-25 | 2023-12-26 | 广东省高速公路有限公司 | Large prefabricated part production line without manual vibration |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1034619A (en) * | 1996-07-26 | 1998-02-10 | Shigeru Kobayashi | Exciting device for concrete formwork |
| WO2007057096A1 (en) * | 2005-11-18 | 2007-05-24 | Kobra Formen Gmbh | Device for producing pre-cast concrete blocks |
| WO2008122376A1 (en) * | 2007-04-05 | 2008-10-16 | Rekers Gmbh Maschinen- Und Anlagenbau | Method for transporting and shaking blanks |
| CN106274956A (en) * | 2016-09-08 | 2017-01-04 | 湘潭大学 | A kind of rail vehicle bogie of centrepin transmission |
| CN208247150U (en) * | 2018-03-10 | 2018-12-18 | 山东高速轨道设备材料有限公司 | A kind of demolding of track slab mechanism |
| CN209999396U (en) * | 2019-01-15 | 2020-01-31 | 河北华远建筑科技股份有限公司 | rocking vibration table |
| CN210177288U (en) * | 2019-05-24 | 2020-03-24 | 中铁第五勘察设计院集团有限公司 | Automatic pillow separating platform and pillow separating vehicle thereof |
| CN210190086U (en) * | 2019-04-30 | 2020-03-27 | 天津远大兴辰住宅工业有限公司 | Concrete vibrating device for prefabricated part |
| CN111673870A (en) * | 2020-06-24 | 2020-09-18 | 中电建成都建筑工业化有限责任公司 | Concrete member processing intelligence shaking table |
| CN216000866U (en) * | 2021-08-12 | 2022-03-11 | 中电建成都混凝土制品有限公司 | Shield constructs section of jurisdiction and pours and use shaking table |
-
2022
- 2022-03-14 CN CN202210248721.9A patent/CN114474306A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1034619A (en) * | 1996-07-26 | 1998-02-10 | Shigeru Kobayashi | Exciting device for concrete formwork |
| WO2007057096A1 (en) * | 2005-11-18 | 2007-05-24 | Kobra Formen Gmbh | Device for producing pre-cast concrete blocks |
| WO2008122376A1 (en) * | 2007-04-05 | 2008-10-16 | Rekers Gmbh Maschinen- Und Anlagenbau | Method for transporting and shaking blanks |
| CN106274956A (en) * | 2016-09-08 | 2017-01-04 | 湘潭大学 | A kind of rail vehicle bogie of centrepin transmission |
| CN208247150U (en) * | 2018-03-10 | 2018-12-18 | 山东高速轨道设备材料有限公司 | A kind of demolding of track slab mechanism |
| CN209999396U (en) * | 2019-01-15 | 2020-01-31 | 河北华远建筑科技股份有限公司 | rocking vibration table |
| CN210190086U (en) * | 2019-04-30 | 2020-03-27 | 天津远大兴辰住宅工业有限公司 | Concrete vibrating device for prefabricated part |
| CN210177288U (en) * | 2019-05-24 | 2020-03-24 | 中铁第五勘察设计院集团有限公司 | Automatic pillow separating platform and pillow separating vehicle thereof |
| CN111673870A (en) * | 2020-06-24 | 2020-09-18 | 中电建成都建筑工业化有限责任公司 | Concrete member processing intelligence shaking table |
| CN216000866U (en) * | 2021-08-12 | 2022-03-11 | 中电建成都混凝土制品有限公司 | Shield constructs section of jurisdiction and pours and use shaking table |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117283704A (en) * | 2023-09-25 | 2023-12-26 | 广东省高速公路有限公司 | Large prefabricated part production line without manual vibration |
| CN117283704B (en) * | 2023-09-25 | 2024-04-16 | 广东省高速公路有限公司 | Large prefabricated part production line without manual vibration |
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Application publication date: 20220513 |