CN217531208U - Magnetic suspension is with precast concrete structure pouring frock - Google Patents
Magnetic suspension is with precast concrete structure pouring frock Download PDFInfo
- Publication number
- CN217531208U CN217531208U CN202220934219.9U CN202220934219U CN217531208U CN 217531208 U CN217531208 U CN 217531208U CN 202220934219 U CN202220934219 U CN 202220934219U CN 217531208 U CN217531208 U CN 217531208U
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- China
- Prior art keywords
- winding roller
- concrete structure
- magnetic suspension
- precast concrete
- discharging pipe
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- 239000000725 suspension Substances 0.000 title claims abstract description 18
- 239000011178 precast concrete Substances 0.000 title claims abstract description 16
- 238000004804 winding Methods 0.000 claims abstract description 38
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000001681 protective effect Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims 4
- 238000007599 discharging Methods 0.000 abstract description 20
- 239000004567 concrete Substances 0.000 abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 13
- 239000002184 metal Substances 0.000 abstract description 11
- 238000009434 installation Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 238000005339 levitation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to a technical field is pour to the concrete prefab, specifically be a magnetic suspension is with precast concrete structure pouring frock, it includes first winding roller to pour the subassembly, second winding roller, water conservancy diversion sheet metal and discharging pipe, first winding roller passes through motor drive, second winding roller rotates and installs in upper end one side of discharging pipe, the both ends of water conservancy diversion sheet metal are rotated and are twined on second winding roller and first winding roller, the upper end of water conservancy diversion sheet metal is just to feed hopper, the crossbeam is connected to the upper end of discharging pipe, beneficial effect is: crossbeam drive discharging pipe lateral sliding through setting up slidable mounting to reach the purpose of adjusting the discharging pipe position, through setting up the water conservancy diversion sheet metal of both ends winding installation, thereby realize carrying out the water conservancy diversion to the concrete of fixed point pouring, make the concrete flow on the inclined plane, improved mobility, utilize the regulation of discharging pipe simultaneously, reach and evenly pour longer mould, improved the efficiency of pouring and the quality of taking shape greatly.
Description
Technical Field
The utility model relates to a technical field is pour to the precast concrete spare, specifically is a precast concrete structure pouring frock for magnetic suspension.
Background
The concrete structure for magnetic levitation is mostly manufactured by adopting a prefabricated pouring mode.
In the prior art, a mould is generally adopted to prefabricate a concrete structure for magnetic suspension, and the prefabricated concrete structure for magnetic suspension is hoisted and installed.
However, in the actual pouring process, the prefabricated concrete structure for magnetic suspension has a large volume and a long length, and in the pouring process, the concrete has poor fluidity, so that the concrete needs to be guided manually, and the pouring efficiency and the forming quality are seriously affected.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a magnetic suspension is with precast concrete structure pouring frock to solve the even problem of pouring of concrete prefabricated member.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a magnetic suspension is with precast concrete structure pouring frock, pour the frock and include:
the device comprises a die, a pair of positioning cross rods which are symmetrical front and back are transversely installed in a bridging manner, a feeding funnel is fixedly installed on the upper side of one end of each positioning cross rod, and a cross beam is installed on each positioning cross rod in a transverse sliding manner;
the pouring assembly comprises a first winding roller, a second winding roller, a flow guide thin plate and a discharging pipe, the first winding roller is rotatably installed at the lower end of the positioning cross rod and is driven by a motor, the second winding roller is rotatably installed on one side of the upper end of the discharging pipe, two ends of the flow guide thin plate are rotatably wound on the second winding roller and the first winding roller, the upper end of the flow guide thin plate is opposite to the feeding hopper, and the upper end of the discharging pipe is connected with a cross beam.
Preferably, a pair of I-beams is symmetrically arranged on the left side and the right side of the upper end of the die and fixedly installed on the two sides of the upper end of the die through fastening screws.
Preferably, the outer wall of the inner side of the I-shaped steel is provided with a sliding groove, the end part of the positioning cross rod is provided with a T-shaped side plate, and the side plate is inserted into the sliding groove in a sliding mode.
Preferably, a pair of transversely-penetrating positioning through holes which are symmetrical in front and back are arranged on the cross beam, and the positioning through holes are sleeved on the outer wall of the positioning cross rod in a sliding mode.
Preferably, one side of the upper end of the discharge pipe, which is close to the first winding roller, is provided with a hinged support, the second winding roller is rotatably sleeved on the hinged support, and the upper end of the diversion sheet is provided with a diversion trench.
Preferably, the upper end of the cross beam is provided with a top block, and an inserted rod transversely penetrates through the top block in an inserted mode.
Preferably, one side that the upper end of discharging pipe just faces the free bearing is provided with the annular protection arc board of semicircle, and both sides symmetry is provided with the ear seat around the discharging pipe, the upper end of ear seat passes through connecting rod fixed connection crossbeam.
Preferably, the connecting rod is a telescopic rod.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a crossbeam drive discharging pipe lateral sliding who sets up slidable mounting to reach the purpose of adjusting the discharging pipe position, through setting up the water conservancy diversion sheet metal of both ends winding installation, thereby realize carrying out the water conservancy diversion to the concrete that the fixed point was pour, make the concrete flow on the inclined plane, improved mobility, utilize the regulation of discharging pipe simultaneously, reach and evenly pour longer mould, improved the efficiency of pouring and the quality that takes shape greatly.
Drawings
FIG. 1 is a schematic view of the present invention;
fig. 2 is a schematic view of a three-dimensional structure of the pouring assembly of the present invention;
fig. 3 is a schematic view of the three-dimensional structure of the diversion sheet of the present invention.
In the figure: 1. a mold; 2. i-shaped steel; 3. a fastening screw; 4. a side plate; 5. a chute; 6. a cross beam; 7. inserting a rod; 8. positioning the cross bar; 9. a feed hopper; 10. a first winding roller; 11. a flow guide sheet; 12. a discharge pipe; 13. a diversion trench; 14. a second winding roller; 15. a top block; 16. positioning the through hole; 17. a connecting rod; 18. a protective arc plate; 19. hinging seat; 20. an ear seat.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 3, the present invention provides a technical solution:
example 1:
the utility model provides a magnetic suspension is with precast concrete structure pouring frock, pours the frock and includes mould 1, pours the subassembly.
The mould 1 transversely spans over and installs the location horizontal pole 8 of a pair of front and back symmetry, and the one end upside fixed mounting of location horizontal pole 8 has feed hopper 9, and horizontal slidable mounting has crossbeam 6 on the horizontal pole 8 of location, realizes feed hopper 9's fixed mounting and crossbeam 6's slidable mounting through location horizontal pole 8.
The pouring assembly comprises a first winding roller 10, a second winding roller 14, a flow guide thin plate 11 and a discharge pipe 12, the first winding roller 10 is rotatably installed at the lower end of the positioning cross rod 8, the first winding roller 10 is driven by a motor, the second winding roller 14 is rotatably installed on one side of the upper end of the discharge pipe 12, two ends of the flow guide thin plate 11 are rotatably wound on the second winding roller 14 and the first winding roller 10, the upper end of the flow guide thin plate 11 is opposite to the feeding hopper 9, and the upper end of the discharge pipe 12 is connected with the cross beam 6.
Slide through crossbeam 6 and drive discharging pipe transverse adjustment, thereby make pouring of the longer mould 1 of discharge gate adaptation, through setting up the water conservancy diversion sheet metal 11 of both ends winding installation, thereby realize adjusting water conservancy diversion sheet metal 11 length, make water conservancy diversion sheet metal 11's length adaptation in discharging pipe 12's transverse adjustment, realize water conservancy diversion sheet metal 11's recovery through the motor, slide through crossbeam 6, the realization is drawn the extension of water conservancy diversion sheet metal 11, it evenly pours to longer mould 1 to reach, efficiency of pouring and the quality of taking shape have been improved greatly.
Example 2:
on the basis of embodiment 1, in order to realize the adjustment in the width direction, the present application further has that a pair of i-beams 2 are symmetrically arranged on the left and right sides of the upper end of the mold 1, the i-beams 2 are fixedly mounted on the two sides of the upper end of the mold 1 through fastening screws 3, sliding grooves 5 are formed in the outer walls of the inner sides of the i-beams 2, T-shaped side plates 4 are arranged at the end portions of the positioning cross rods 8, and the side plates 4 are slidably inserted into the sliding grooves 5.
Through the cooperation that sets up spout 5 and curb plate 4, realize adjusting 8 width directions of location horizontal pole, reach the longitudinal adjustment of crossbeam 6.
Example 3:
on the basis of embodiment 1, in order to further define the sliding position of the cross beam 6 and avoid the deviation of the cross beam 6, the positioning device further comprises a pair of positioning through holes 16 which are transversely penetrated and are arranged on the cross beam 6 in a front-back symmetrical manner, the positioning through holes 16 are slidably sleeved on the outer wall of the positioning cross rod 8, the upper end of the cross beam 6 is provided with a top block 15, and the top block 15 is transversely penetrated and inserted with the inserted rod 7.
The sliding positions of the front end and the rear end of the cross beam 6 are limited by arranging the positioning through holes 16, the insertion of the insertion rod 7 is realized by arranging the top block 15, and the purpose of conveniently driving the cross beam 6 through the insertion rod 7 is further realized.
Example 4:
on the basis of embodiment 2, in order to prevent that the concrete thick liquid from extending to the front and back both sides of guiding sheet 11, cause the leakage, this application still has one side that is close to first winding roller 10 at the upper end of discharging pipe 12 and is provided with free bearing 19, second winding roller 14 rotates and cup joints on free bearing 19, the upper end of guiding sheet 11 is provided with guiding gutter 13, the upper end of discharging pipe 12 is just being provided with the annular protection arc board 18 of semicircle to one side of free bearing 19, the front and back bilateral symmetry of discharging pipe 12 is provided with ear seat 20, the upper end of ear seat 20 passes through connecting rod 17 fixed connection crossbeam 6.
The protection of the port of the concrete inlet pipe 12 is realized by arranging the protection arc plate 18, the splashing of the concrete caused by the flowing inertia is avoided, and meanwhile, the diversion trench 13 is arranged on the diversion thin plate 11, so that the purpose of limiting the front position and the rear position is achieved, and the concrete is prevented from overflowing forwards and backwards.
Example 5:
on the basis of embodiment 4, in order to realize the adjustment of the inclination angle of the guide thin plate 11, and thus control the concrete flow speed, the present application also has the connecting rod 17 set as a telescopic rod.
Set up to the telescopic link through connecting rod 17 to reach height control's purpose, realize that the difference in height adjusts between the upper end port of discharging pipe 12 and first winding roller 10, and then reach the purpose of adjusting water conservancy diversion sheet metal 11 inclination.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a magnetic suspension is with precast concrete structure pouring frock which characterized in that: the pouring tool comprises:
the mold comprises a mold (1), wherein a pair of positioning cross rods (8) which are symmetrical front and back are transversely installed on the mold (1) in a bridging manner, a feeding funnel (9) is fixedly installed on the upper side of one end of each positioning cross rod (8), and a cross beam (6) is transversely installed on each positioning cross rod (8) in a sliding manner;
the pouring assembly comprises a first winding roller (10), a second winding roller (14), a diversion thin plate (11) and a discharge pipe (12), wherein the first winding roller (10) is rotatably installed at the lower end of a positioning cross rod (8), the first winding roller (10) is driven by a motor, the second winding roller (14) is rotatably installed on one side of the upper end of the discharge pipe (12), the two ends of the diversion thin plate (11) are rotatably wound on the second winding roller (14) and the first winding roller (10), the upper end of the diversion thin plate (11) is right opposite to a feeding funnel (9), and the upper end of the discharge pipe (12) is connected with a cross beam (6).
2. The casting tool for the precast concrete structure for magnetic suspension according to claim 1, characterized in that: a pair of I-shaped steel (2) is symmetrically arranged on the left side and the right side of the upper end of the die (1), and the I-shaped steel (2) is fixedly arranged on the two sides of the upper end of the die (1) through fastening screws (3).
3. The precast concrete structure pouring frock for magnetic suspension of claim 2, characterized in that: the inner side outer wall of the I-shaped steel (2) is provided with a sliding groove (5), the end part of the positioning cross rod (8) is provided with a T-shaped side plate (4), and the side plate (4) is inserted in the sliding groove (5) in a sliding mode.
4. The casting tool for the precast concrete structure for magnetic suspension according to claim 1, characterized in that: the cross beam (6) is provided with a pair of transversely-penetrating positioning through holes (16) which are symmetrical front and back, and the positioning through holes (16) are sleeved on the outer wall of the positioning cross rod (8) in a sliding mode.
5. The casting tool for the precast concrete structure for magnetic suspension according to claim 1, characterized in that: one side of the upper end of the discharge pipe (12) close to the first winding roller (10) is provided with a hinged support (19), the second winding roller (14) is rotatably sleeved on the hinged support (19), and the upper end of the flow guide thin plate (11) is provided with a flow guide groove (13).
6. The precast concrete structure pouring frock for magnetic suspension of claim 1, characterized in that: the upper end of the cross beam (6) is provided with a top block (15), and an inserted rod (7) transversely penetrates through and is inserted into the top block (15).
7. The casting tool for the precast concrete structure for magnetic suspension according to claim 5, characterized in that: the upper end of the discharge pipe (12) is provided with a semicircular annular protective arc plate (18) opposite to one side of the hinged support (19), the front side and the rear side of the discharge pipe (12) are symmetrically provided with lug seats (20), and the upper end of each lug seat (20) is fixedly connected with the cross beam (6) through a connecting rod (17).
8. The precast concrete structure pouring frock for magnetic suspension of claim 7, characterized in that: the connecting rod (17) is a telescopic rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220934219.9U CN217531208U (en) | 2022-04-22 | 2022-04-22 | Magnetic suspension is with precast concrete structure pouring frock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220934219.9U CN217531208U (en) | 2022-04-22 | 2022-04-22 | Magnetic suspension is with precast concrete structure pouring frock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217531208U true CN217531208U (en) | 2022-10-04 |
Family
ID=83431424
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220934219.9U Expired - Fee Related CN217531208U (en) | 2022-04-22 | 2022-04-22 | Magnetic suspension is with precast concrete structure pouring frock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217531208U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115816613A (en) * | 2022-12-26 | 2023-03-21 | 山东鲁中公路建设有限公司 | Movable hydraulic template precast beam plate, laying device and laying method |
-
2022
- 2022-04-22 CN CN202220934219.9U patent/CN217531208U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115816613A (en) * | 2022-12-26 | 2023-03-21 | 山东鲁中公路建设有限公司 | Movable hydraulic template precast beam plate, laying device and laying method |
| CN115816613B (en) * | 2022-12-26 | 2023-07-14 | 山东鲁中公路建设有限公司 | Paving device and paving method for movable hydraulic template precast beam slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221004 |