CN220377218U - Traction type slip form adjusting device for face rockfill dam track - Google Patents
Traction type slip form adjusting device for face rockfill dam track Download PDFInfo
- Publication number
- CN220377218U CN220377218U CN202321787027.0U CN202321787027U CN220377218U CN 220377218 U CN220377218 U CN 220377218U CN 202321787027 U CN202321787027 U CN 202321787027U CN 220377218 U CN220377218 U CN 220377218U
- Authority
- CN
- China
- Prior art keywords
- winch
- sides
- base
- frame
- traction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000009415 formwork Methods 0.000 claims 3
- 239000004568 cement Substances 0.000 description 15
- 238000000034 method Methods 0.000 description 10
- 230000008569 process Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000000465 moulding Methods 0.000 description 5
- 238000004804 winding Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 239000011396 hydraulic cement Substances 0.000 description 2
- 238000009751 slip forming Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000009966 trimming Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a traction type slip form adjusting device for a panel rock-fill dam rail, which comprises an inclined plane base, wherein a fixed seat is arranged on one side of the top of the inclined plane base, a winch base is arranged on one side of the top of the fixed seat, a slow winch is arranged on the top of the winch base, a concrete balancing weight is arranged on the other side of the top of the fixed seat, a panel die body is arranged on one side of the inclined plane base, U-shaped guide rails are arranged on two sides of the top of the panel die body, a movable frame is connected in a sliding manner in the U-shaped guide rails, a collecting hopper is arranged on one side of the top of the panel die body, a U-shaped blanking pipe is connected on one side of the bottom of the collecting hopper, guide frames are connected on two sides of the winch base, guide wheels are connected on one side, close to each other, ropes are wound on one side of the slow winch, and one sides of the ropes are abutted to the guide wheels. The utility model ensures the use stability, avoids reworking and effectively improves the working quality.
Description
Technical Field
The utility model relates to the technical field of construction equipment, in particular to a traction type slip form adjusting device for a concrete faced rockfill dam rail.
Background
The slip form construction is a construction method for pouring a vertical concrete structure by using a hydraulic lifting device to lift a template, in the slip form construction process, workers are required to repair cement after pouring, but in the construction process, the labor intensity and the safety risk of the workers are higher, wherein the disclosure of a 'high-steep slope track traction type concrete slip form device' with the application number of CN201510410845.2 is also an increasingly mature technology, a complex concrete surface meeting design requirements can be accurately obtained through track profiling, the operation is simple and flexible, the labor intensity is reduced, the construction procedure is simplified, the construction progress is accelerated, the safety risk is greatly reduced, and the equipment still has the following defects: the equipment can adjust the concrete surface pouring effect through track profiling and reduce the safety risk of workers, but because the track shape is different, when a winch is used for winding, the tension angle can not be adjusted, the tension center of the winding stretching tension can not be effectively utilized, meanwhile, when the workers modify the cement surface, the cement surface can not be effectively trimmed, and the reworking problem possibly exists after trimming.
Disclosure of Invention
The utility model aims to provide a traction type slip form adjusting device for a concrete faced rockfill dam rail, which aims to solve the problems in the background art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the automatic lifting device comprises an inclined plane base, wherein a fixing base is arranged on one side of the top of the inclined plane base, a winch base is arranged on one side of the top of the fixing base, a slow winch is arranged on the top of the winch base, a concrete balancing weight is arranged on the other side of the top of the fixing base, a panel die body is arranged on one side of the inclined plane base, U-shaped guide rails are arranged on two sides of the top of the panel die body, and a moving frame is connected in a sliding mode with the U-shaped guide rails.
Preferably, a collecting hopper is arranged on one side of the top of the panel die body, and a U-shaped blanking pipe is connected with one side of the bottom of the collecting hopper.
Preferably, the two sides of the winch base are connected with guide frames, one sides of the guide frames, which are close to each other, are rotationally connected with guide wheels, ropes are wound on one sides of the slow winch, one sides of the ropes are propped against the guide wheels, and one ends of the ropes are connected with the movable frames.
Preferably, one side of the movable frame is connected with a traction hanging lug, two sides of the movable frame are connected with an X-shaped stiffening plate, and the other end of the rope is flexibly connected in the traction hanging lug and flexibly connected in the middle of the X-shaped stiffening plate.
Preferably, support columns are fixedly arranged on two sides of the movable frame, and an observation platform is fixedly arranged at the top of each support column.
Preferably, a dough pressing frame is fixedly arranged on one side of the movable frame, rollers are arranged on two sides of the bottom of the dough pressing frame, and the dough pressing frame is connected with the U-shaped guide rail in a sliding mode through the rollers.
Preferably, a first dough pressing platform is arranged in the middle of the dough pressing frame, and a second dough pressing platform is arranged on one side of the dough pressing frame.
Compared with the prior art, the utility model has the beneficial effects that:
1. the middle part of the X-shaped stiffening plate is provided with a secondary traction point for the rope, the telescopic traction point is adjusted, the pulling force of the rope is improved, the moving frame is pulled by a low-speed winch conveniently, when the rope is wound, the moving frame is pulled to ascend, the surface pressing frame moves in the U-shaped guide rail by virtue of the idler wheels, the U-shaped guide rail guides the moving directions of the moving frame and the surface pressing frame, the moving directions of the moving frame and the surface pressing frame are adjusted, the position deviation of the moving frame and the surface pressing frame in the moving process is avoided, and the use stability is ensured;
2. the utility model also ensures that the cement is leveled after being paved by the staff on the observation platform, the staff on the first pressing surface platform levels the shaped cement, and the second pressing surface platform finely adjusts the shaped cement, thereby avoiding reworking and effectively improving the working quality.
Drawings
FIG. 1 is a schematic diagram showing the overall structure of a traction type slip form adjusting device for a rock-fill dam rail according to the present utility model;
FIG. 2 is a schematic view of a movable frame in a rail traction type slipform adjusting apparatus for a rock-fill dam according to the present utility model;
fig. 3 is a schematic structural view of a face pressing frame in a face plate dam rail traction type slip form adjusting device according to the present utility model.
In the figure: 1. a bevel base; 2. a fixing seat; 3. a hoist chassis; 4. a slow winch; 5. a concrete balancing weight; 6. a panel die body; 7. u-shaped guide rails; 8. a moving rack; 9. a collecting hopper; 10. u-shaped blanking pipe; 11. a guide frame; 12. a guide wheel; 13. a rope; 14. traction lugs; 15. an X-shaped stiffening plate; 16. a support column; 17. an observation platform; 18. a dough pressing frame; 19. a roller; 20. a first platen; 21. and the second dough pressing platform.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-3, the present utility model provides a technical solution: including inclined plane base 1, inclined plane base 1 top one side is equipped with fixing base 2, and fixing base 2 top one side is equipped with hoist engine base 3, and hoist engine base 3 top is equipped with slow winch 4, and fixing base 2 top opposite side is equipped with concrete balancing weight 5, and inclined plane base 1 one side is equipped with panel die body 6, and U type guide rail 7 has been seted up to panel die body 6 top both sides side, and sliding connection has movable frame 8 in U type guide rail 7.
A collecting hopper 9 is arranged on one side of the top of the panel die body 6, a U-shaped blanking pipe 10 is communicated with one side of the bottom of the collecting hopper 9 in a sealing way, cement in the collecting hopper 9 flows into the surface of the inclined plane base 1 through the U-shaped blanking pipe 10, and the surface of the panel die body 6 is molded;
a guide frame 11 is fixedly arranged on one side of the winch base 3, a guide wheel 12 is rotatably connected to the top of the guide frame 11, a rope 13 is wound on the surfaces of the slow winch 4 and the guide wheel 12, and when the winch is used, the rope 13 is wound on the slow winch 4, the guide wheel 12 rotates, and the rope 13 is wound on the slow winch 4;
one side of the movable frame 8 is symmetrically provided with traction lugs 14, the other end of the rope 13 is connected with the traction lugs 14 in a winding way, one end of the rope 13 is arranged in the traction lugs 14, when the rope 13 is contracted, the movable frame 8 is pulled to ascend, and meanwhile, when the rope 13 is put down by the slow winch 4, the movable frame 8 moves in the U-shaped guide rail 7;
the X-shaped stiffening plates 15 are welded on the two sides of the movable frame 8, the ropes 13 are connected with the middle parts of the X-shaped stiffening plates 15 in a winding mode, the X-shaped stiffening plates 15 improve the overall strength of the movable frame 8, when the ropes 13 are installed, the middle parts of the X-shaped stiffening plates 15 are used as secondary traction points of the ropes 13, so that the movable frame 8 is conveniently pulled by the slow winch 4, when the movable frame 8 is used, besides the slow winch 4, 10t chain blocks are arranged at the guide wheels 12 on the slow guide frame 11 and used as emergency power, and safety guarantee is improved;
support columns 16 are fixedly arranged on two sides of the movable frame 8, an observation platform 17 is fixedly arranged at the top of the support columns 16, and workers on the observation platform 17 watch the paved panel to ensure that cement is paved flatly;
the surface pressing frame 18 is fixedly arranged on one side of the movable frame 8, rollers 19 are arranged on two sides of the bottom of the surface pressing frame 18, the surface pressing frame 18 is connected with the U-shaped guide rail 7 in a sliding manner through the rollers 19, when the movable frame 8 moves in the U-shaped guide rail 7 during laying, the surface pressing frame 18 is driven to move, the surface pressing frame 18 moves in the U-shaped guide rail 7 by virtue of the rollers 19, and the U-shaped guide rail 7 guides the moving directions of the movable frame 8 and the surface pressing frame 18, so that the position of the movable frame 8 and the surface pressing frame 18 is prevented from shifting in the moving process;
the middle part of the dough pressing frame 18 is provided with a first dough pressing platform 20, one side of the dough pressing frame 18 is provided with a second dough pressing platform 21, a worker on the first dough pressing platform 20 shakes out the shaped cement, and the second dough pressing platform 21 finely adjusts the shaped cement, so that reworking is avoided, and the working quality is effectively improved;
working principle: when the hydraulic cement molding machine is used, cement in the collecting hopper 9 flows into the surface of the inclined base 1 through the U-shaped blanking pipe 10 and is molded through the panel die body 6, the middle part of the X-shaped stiffening plate 15 is used as a secondary traction point by the rope 13 during construction, the slow winch 4 is convenient to pull the movable frame 8, one end of the rope 13 is arranged in the traction hanging lug 14, when the rope 13 contracts, the movable frame 8 is pulled to ascend, when the hydraulic cement molding machine is used, besides the slow winch 4, 10t chain blocks are further arranged at the guide wheels 12 on the slow guide frame 11 and used as emergency power, the safety guarantee is improved, workers on the observation platform 17 watch the paved panel, the paved panel is ensured to be leveled after cement paving, when the movable frame 8 moves on the U-shaped guide rail 7, the surface pressing frame 18 is driven to move in the U-shaped guide rail 7, the moving direction of the movable frame 8 and the surface pressing frame 18 is prevented from shifting in the U-shaped guide rail 7, the position of the movable frame 8 and the surface pressing frame 18 in the moving process is prevented, the cement molding machine is prevented from being finely adjusted after the workers on the first surface pressing platform 20 are paved, and the cement molding quality is prevented from being finely adjusted after cement molding is carried out.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a panel rock-fill dam track traction type slipform adjusting device, includes inclined plane base (1), its characterized in that: the novel lifting device is characterized in that a fixing base (2) is arranged on one side of the top of the inclined plane base (1), a winch base (3) is arranged on one side of the top of the fixing base (2), a slow winch (4) is arranged on the top of the winch base (3), a concrete balancing weight (5) is arranged on the other side of the top of the fixing base (2), a panel die body (6) is arranged on one side of the inclined plane base (1), U-shaped guide rails (7) are arranged on two sides of the top of the panel die body (6), and movable frames (8) are connected in a sliding mode in the U-shaped guide rails (7).
2. The face rockfill dam track traction-type slip form adjustment apparatus of claim 1, wherein: the panel die body (6) top one side is equipped with collecting hopper (9), collecting hopper (9) bottom one side is connected and is provided with U type unloading pipe (10).
3. The face rockfill dam track traction-type slip form adjustment apparatus of claim 1, wherein: the winch is characterized in that guide frames (11) are connected and arranged on two sides of the winch base (3), guide wheels (12) are rotatably connected to one sides, close to each other, of the guide frames (11), ropes (13) are wound on one sides of the slow winch (4), one sides of the ropes (13) are abutted to the guide wheels (12), and one ends of the ropes (13) are connected with the movable frames (8).
4. A face rockfill dam track-pulling slip form adjustment apparatus according to claim 3, wherein: the movable frame (8) is provided with a traction hanging lug (14) in a connecting way on one side, X-shaped stiffening plates (15) are arranged on two sides of the movable frame in a connecting way, and the other end of the rope (13) is wound in the traction hanging lug (14) and is wound in the middle of the X-shaped stiffening plates (15).
5. The apparatus for adjusting a sliding formwork in a face rockfill dam rail traction system according to claim 4, wherein: support columns (16) are fixedly arranged on two sides of the movable frame (8), and an observation platform (17) is fixedly arranged at the top of each support column (16).
6. The apparatus for adjusting a sliding formwork in a face rockfill dam rail traction system according to claim 5, wherein: the movable frame (8) is fixedly provided with a dough pressing frame (18), rollers (19) are arranged on two sides of the bottom of the dough pressing frame (18), and the dough pressing frame (18) is slidably connected into the U-shaped guide rail (7) through the rollers (19).
7. The apparatus for adjusting a sliding formwork in a face rockfill dam rail traction system of claim 6, wherein: the middle part of the dough pressing frame (18) is provided with a first dough pressing platform (20), and one side of the dough pressing frame (18) is provided with a second dough pressing platform (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321787027.0U CN220377218U (en) | 2023-07-10 | 2023-07-10 | Traction type slip form adjusting device for face rockfill dam track |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321787027.0U CN220377218U (en) | 2023-07-10 | 2023-07-10 | Traction type slip form adjusting device for face rockfill dam track |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220377218U true CN220377218U (en) | 2024-01-23 |
Family
ID=89567254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321787027.0U Active CN220377218U (en) | 2023-07-10 | 2023-07-10 | Traction type slip form adjusting device for face rockfill dam track |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220377218U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118091049A (en) * | 2024-04-19 | 2024-05-28 | 水利部交通运输部国家能源局南京水利科学研究院 | Rock-fill dam model detection device |
-
2023
- 2023-07-10 CN CN202321787027.0U patent/CN220377218U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118091049A (en) * | 2024-04-19 | 2024-05-28 | 水利部交通运输部国家能源局南京水利科学研究院 | Rock-fill dam model detection device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN220377218U (en) | Traction type slip form adjusting device for face rockfill dam track | |
| CN211171658U (en) | Movable type hogging moment jack supporting device | |
| CN205936645U (en) | A full liquid die plate system for culvert is pour | |
| CN212773549U (en) | Sliding device for hoisting truss | |
| CN108894802A (en) | A kind of waterproof material is laid with trolley and its laying method | |
| CN210422637U (en) | A concreting system for full section concrete of circular tunnel | |
| CN108425348B (en) | Hydraulic overhaul platform for flood discharge flow channel of hydropower station and operation method | |
| CN108798714B (en) | Portable moving mold trolley for construction of passage wall body and construction method thereof | |
| CN216152675U (en) | Prefabricated cloth machine of assembled subway station component | |
| CN215482708U (en) | Trackless sliding template for slope facing concrete panel | |
| CN215057422U (en) | Movable trestle bridge inverted arch sliding formwork trolley | |
| CN211521390U (en) | Bridge sidewalk accessory facility hoisting equipment | |
| CN212403204U (en) | Building construction lifting device | |
| CN211201155U (en) | Movable track hoisting device | |
| CN110094577B (en) | Device and method for installing oversized-diameter inclined dam rear open pipe under strong wind condition | |
| CN208182475U (en) | Prefabricated box girder steel strand stretching operation platform | |
| CN112080994A (en) | Concrete road surface dowel bar fixing device | |
| CN215888127U (en) | Slope walking auxiliary device for sliding formwork of panel | |
| CN208310801U (en) | A kind of working portable shifting formwork trolley of channel wall | |
| CN107313444B (en) | Double-slide rail beam type weight shifting device and shifting method | |
| CN216471913U (en) | Pipeline strutting arrangement is used in water conservancy and hydropower construction | |
| CN221760457U (en) | Adjustable telescopic removes operation platform | |
| CN220886676U (en) | Hoist with adjustable prefabricated assembled superimposed sheet is used | |
| CN221421696U (en) | Safe and convenient construction device suitable for tensioning negative bending moment of T beam | |
| CN204492843U (en) | Steel form carrier backform frame translating device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |