CN107476259B - Large hydraulic engineering S-shaped overfull dam surface former - Google Patents
Large hydraulic engineering S-shaped overfull dam surface former Download PDFInfo
- Publication number
- CN107476259B CN107476259B CN201710758436.0A CN201710758436A CN107476259B CN 107476259 B CN107476259 B CN 107476259B CN 201710758436 A CN201710758436 A CN 201710758436A CN 107476259 B CN107476259 B CN 107476259B
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- Prior art keywords
- control panel
- plastering
- shaped
- cleaning
- plastering roller
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
- E02B7/04—Dams across valleys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Cleaning In General (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to construction of hydro project technical fields, more particularly to a kind of large hydraulic engineering S-shaped overfull dam surface former, including S-shaped guide rail, control panel, plastering roller and cleaning circle, S-shaped guide rail is equipped with sliding shoe and supporting table, control panel includes upper control panel and lower control panel, and electromagnet I is equipped in upper control panel, is equipped with electromagnet II in lower control panel, roller of plastering includes part plastering roller and whole plastering roller, and the inner wall for cleaning circle is equipped with limbers and cleaning brush.The S-shaped guide rail that the present invention uses is consistent with overfall dam dam facing, realizes the plastering to overfall dam dam facing by plastering roller, the dynamics of plastering can be realized by changing the size of electric current in electromagnet I and electromagnet II, quickly and effectively；The case where part plastering roller and whole plastering roller can plaster according to overfall dam dam facing is changed, and enhances practicability；Cleaning circle can guarantee the cleaning of plastering roller before and after plastering is completed to plastering roller surface cleaning.
Description
Technical field
The present invention relates to construction of hydro project technical fields, overflow more particularly to a kind of large hydraulic engineering S-shaped
Flow dam facing former.
Background technique
Overfall dam, dam crest can flood discharge dam, also known as overflow dam.Overfall dam is generally built up by concrete or stone masonry.By dam
Type has overflow gravity dam, overflow arch dam, overflow buttress dam and overflow earth and rockfill dam.The latter is only limitted to spillwag chute and base of dam have it is reliable anti-
Protect the smaller weir of facility, discharge per unit width.It is combined together with workshop, the power-house within the dam overflow as flood releasing structure
Dam, overflow type and the factory's dam joint flood discharge mode for choosing more workshop top aerial drainage can be used in high mountain glen area, be to lead big stream off
When amount, spillway and a kind of insufficient approach of Power Plant position, and the new model to grow up from overfall dam are solved.
Wherein S-shaped overfall dam mostly uses over-form construction in curved sections, slding form operation is mostly used in oblique flat section, for the coagulation of curved surface construction
There are operating difficulties, the bottom ends of period length for soil plastering.
The patent No.: a kind of large hydraulic engineering S-shaped overfull dam surface former, feature disclosed in 201410467456.9
It is: along the top of S-shaped overfull dam surface two sides, is provided with two parallel S-shaped guide rails, S-shaped guide rail divides into fixed bracket；Spillwag chute
Top at least sets the parallel horizontal gird of twice, and beam-ends sets traveling wheel and runs on S-shaped guide rail, arranged on horizontal gird it is electronic or
Oil dynamic longitudinal driving mechanism and braking mechanism can stop in guide rail forward and back, locking along longitudinal direction；It is vertically fixed under horizontal gird
There is connecting rod, floating device is arranged in connecting rod end.The patent there are the drawbacks of be that can not carry out local regulation for overfull dam surface
It smoothes out, the sliding of each steel pipe is covered with the whole region of overfull dam surface, is unfavorable for the accurate adjustment of overfull dam surface, and there are also logical
Toning pole ensures steel pipe to the active force of overfull dam surface, and this regulative mode takes time and effort.
Summary of the invention
(1) the technical issues of solving
Present invention aims to overcome that the shortcomings that above-mentioned prior art, provide a kind of large hydraulic engineering S-shaped overfall dam
Face former is plastered specifically for the concrete surface of overfull dam surface construction.
(2) technical solution
A kind of large hydraulic engineering S-shaped overfull dam surface former, including S-shaped guide rail, control panel and plastering roller, the S
Shape guide rail is equipped with sliding shoe and supporting table, and the supporting table is supported on the avris of overfall dam；The control panel includes upper control
Plate and lower control panel are equipped with electromagnet I in the upper control panel, and the both ends of the upper control panel are connect with sliding shoe, it is described on
The two sides of control panel bottom surface are vertically equipped with connecting plate, are equipped with rotating block, the rotating block on the opposite face of the connecting plate
Side be equipped with sliding rail, the upper and lower side of the rotating block is equipped with limiting slot, limited block, the limit is plugged in the limiting slot
Position block is bolted on connecting plate；The both ends of the lower control panel are arranged in sliding rail, and pass through spring and sliding rail
Upper and lower side connects, and electromagnet II is equipped in the lower control panel, and the position and electromagnet I that the electromagnet II is arranged are mutually right
It answers, the side wall of the lower control panel is equipped with draw runner；The plastering roller includes part plastering roller and whole plastering roller, the part
The top of lower control panel is arranged in by sliding bar for plastering roller, and the sliding bar is L-shaped, and the bottom end of sliding bar is arranged in cunning
In item, the whole plastering roller is fixed on the lower section of lower control panel by connecting rod.
Further, large hydraulic engineering S-shaped overfull dam surface former further includes cleaning circle, and the cleaning circle is equipped with interior
Outer two layers, cleaning solution is equipped in the cavity of inside and outside composition, the cleaning circle is equipped with notch and water injection hole, and the cleaning is enclosed interior
Wall is equipped with limbers and cleaning brush；The limbers is located at the top of cleaning solution liquid level.
Further, the S-shaped guide rail is equipped with the walking mechanism for driving sliding shoe to run.
Further, the bottom of the supporting table is equipped with telescopic rod.
Further, the rotating block center is equipped with rotation axis, and the rotation axis is fixed on the lower part of connecting plate.
Further, the length of the part plastering roller is less than the length of whole plastering roller.
(3) beneficial effect
Large hydraulic engineering S-shaped overfull dam surface former provided by the invention, the S-shaped guide rail and overfall dam dam facing of use
It is consistent, the plastering to overfall dam dam facing is realized by plastering roller, wherein the dynamics plastered can be by changes electromagnet I and electromagnetism
The size of electric current is realized in iron II, quickly and effectively；What part plastering roller and whole plastering roller can plaster according to overfall dam dam facing
Situation is changed, and enhances practicability of the invention；Cleaning circle can guarantee before and after plastering is completed to plastering roller surface cleaning
The cleaning of plastering roller, does not influence the quality of plastering.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, will be described below to embodiment required
Attached drawing is briefly described, it should be apparent that, the accompanying drawings in the following description be only it is of the invention, protect some embodiments, it is right
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings
His attached drawing.
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the side view of S-shaped guide rail of the present invention；
Fig. 3 is the structural schematic diagram of present invention cleaning circle；
Fig. 4 is the annexation figure of the present invention lower control panel and roller of plastering；
Fig. 5 is that the structural schematic diagram in rotating block is arranged in the end of the lower control panel of the present invention；
In attached drawing, parts list represented by the reference numerals are as follows:
1-S shape guide rail, the upper control panel of 2-, control panel under 3-, 4- sliding shoe, 5- electromagnet I, 6- connecting plate, 7- are locally smeared
Face roller, 8- sliding bar, 9- draw runner, 10- rotating block, 11- electromagnet II, 12- connecting rod, 13- integrally plaster roller, 14- sliding rail, 15-
Spring, 17- limited block, 18- supporting table, 19- telescopic rod, 20- cleaning circle, 21- water injection hole, 22- notch, the limbers 23-, 24-
Cleaning brush, 25- cleaning solution.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts all other
Embodiment shall fall within the protection scope of the present invention.
As shown in fig. 1~fig. 5, large hydraulic engineering S-shaped overfull dam surface former, including S shape guide rail 1, control panel and
Plastering roller, S-shaped guide rail 1 are equipped with sliding shoe 4 and supporting table 18, and sliding shoe 4 is connected in the walking mechanism for driving it to move, branch
Support platform 18 is supported on the avris of overfall dam, and the bottom of supporting table 18 is equipped with telescopic rod 19；Control panel includes upper control panel 2 and lower control
Making sheet 3 is equipped with electromagnet I 5 in upper control panel 2, and the both ends of upper control panel 2 are connect with sliding shoe 4, and the two of upper 2 bottom surface of control panel
Side is vertically equipped with connecting plate 6, and the opposite face of connecting plate 6 is equipped with rotating block 10, and the side of rotating block 10 is equipped with sliding rail 14, turns
The upper and lower side of motion block 10 is equipped with limiting slot, and limited block 17 is plugged in limiting slot, and limited block 17 is bolted on connection
On plate 6；The both ends of lower control panel 3 are arranged in sliding rail 14, and are connect by spring 15 with 14 upper and lower side of sliding rail, lower control
Electromagnet II 11 is equipped in plate 3, the position that electromagnet II 11 is arranged is corresponded to each other with electromagnet I 5, on the side wall of lower control panel 3
Equipped with draw runner 9；Roller of plastering includes local plastering roller 7 and whole plastering roller 13, and local roller 7 of plastering is arranged under by sliding bar 8
The top of control panel 3, sliding bar 8 is L-shaped, and the bottom end of sliding bar 8 is arranged in draw runner 9, and whole roller 13 of plastering passes through company
Bar 12 is fixed on the lower section of lower control panel 3, wherein the length of part plastering roller 7 is less than the length of whole plastering roller 13.
Large hydraulic engineering S-shaped overfull dam surface former further includes cleaning circle 20, and cleaning circle 20 is equipped with inside and outside two layers,
Cleaning solution 25 is equipped in the cavity of inside and outside composition, cleaning circle 20 is equipped with notch 22 and water injection hole 21, cleans on the inner wall of circle 20
Equipped with limbers 23 and cleaning brush 24；Limbers 23 is located at the top of 25 liquid level of cleaning solution.
In at the construction field (site), supporting table 18 is first mounted on to the two sides of overfall dam, then S-shaped guide rail 1 is mounted on supporting table
On 18, then control panel and plastering roller are mounted on S-shaped guide rail 1, and adjust telescopic rod 19 to proper height；In a usual manner
It is poured concrete overflow dam spillwag chute Surface layer's concrete, after concrete vibrating is closely knit before initial set, is moved to control panel 2
Whole plastering roller 13 is first contacted with overfall dam dam facing, makes to be passed through inverse current in electromagnet I 5 and electromagnet II 11, generate by position
The size of repulsive force, repulsive force can be adjusted by being passed through the strong and weak of electric current, and then change whole plastering roller 13 in overfall dam dam facing
Active force, then walking mechanism drives sliding shoe 4 to move along S-shaped guide rail 1, to drive whole plastering roller 13 on overfall dam dam
It plasters on face；After whole plastering roller 13 is plastered, overfall dam dam facing can have local uneven situation of plastering, and at this moment rotation turns
Motion block 10 contacts part plastering roller 7 with overfall dam dam facing, then slides part plastering roller 7 to correct position along draw runner 9, makes office
Portion's plastering roller 7 carries out rolling plastering, ensure that the smooth of overfall dam dam facing.
After plastering, glued on roller of plastering it is glutinous have concrete, need to clean, will cleaning circle 20 notch alignment connecting rod 12 or
Person's sliding bar 8 makes cleaning circle 20 wrap plastering roller, then towards the direction rotation cleaning circle 20 of plastering roller side, rotates
Cleaning solution 25 in journey in cleaning circle 20 can be flowed out from limbers 23, soak cleaning brush 24, then 24 pairs of plastering roller tables of cleaning brush
Face is cleaned, and is simply rinsed after the completion of 20 cleaning of cleaning circle, then with clear water.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
Specific features described in conjunction with this embodiment or example, structure, material live feature and are contained at least one implementation of the invention
In example or example.In the present specification, schematic expression of the above terms may not refer to the same embodiment or example.
Moreover, particular features, structures, materials, or characteristics described can be in any one or more of the embodiments or examples to close
Suitable mode combines.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.There is no detailed for preferred embodiment
All details are described, also do not limit the specific embodiment that the invention is only.Obviously, according to the content of this specification, can make
Many modifications and variations.These embodiments are chosen and specifically described to this specification, is original in order to better explain the present invention
Reason and practical application, so that skilled artisan be enable to better understand and utilize the present invention.The present invention is only authorized
The limitation of sharp claim and its full scope and equivalent.
Claims (6)
1. a kind of large hydraulic engineering S-shaped overfull dam surface former, including S-shaped guide rail, control panel and plastering roller, feature exist
In the S-shaped guide rail is equipped with sliding shoe and supporting table, and the supporting table is supported on the avris of overfall dam；The control panel packet
Control panel and lower control panel are included, electromagnet I is equipped in the upper control panel, the both ends of the upper control panel and sliding shoe connect
It connects, the two sides of the upper control panel bottom surface are vertically equipped with connecting plate, are equipped with rotating block on the opposite face of the connecting plate, institute
The side for stating rotating block is equipped with sliding rail, and the upper and lower side of the rotating block is equipped with limiting slot, limit is plugged in the limiting slot
Block, the limited block are bolted on connecting plate；The both ends of the lower control panel are arranged in sliding rail, and pass through bullet
Spring is connect with sliding rail upper and lower side, and electromagnet II is equipped in the lower control panel, the position and electromagnet I that the electromagnet II is arranged
It corresponds to each other, the side wall of the lower control panel is equipped with draw runner；The plastering roller includes part plastering roller and whole plastering roller, institute
The top that lower control panel is arranged in by sliding bar for part plastering roller is stated, the sliding bar is L-shaped, and the bottom end of sliding bar is set
It sets in draw runner, the whole plastering roller is fixed on the lower section of lower control panel by connecting rod.
2. large hydraulic engineering S-shaped overfull dam surface former according to claim 1, which is characterized in that large-scale water conservancy
Engineering S-shaped overfull dam surface former further includes cleaning circle, and for cleaning to plastering roller, the cleaning circle is equipped with inside and outside two
Layer, cleaning solution is equipped in the cavity of inside and outside composition, the cleaning circle is equipped with notch, and the inner wall that the cleaning is enclosed is equipped with water flowing
Hole and cleaning brush；The limbers is located at the top of cleaning solution liquid level.
3. large hydraulic engineering S-shaped overfull dam surface former according to claim 1, which is characterized in that the S-shaped is led
Rail is equipped with the walking mechanism for driving sliding shoe to run.
4. large hydraulic engineering S-shaped overfull dam surface former according to claim 1, which is characterized in that the support
The bottom of platform is equipped with telescopic rod.
5. large hydraulic engineering S-shaped overfull dam surface former according to claim 1, which is characterized in that the rotation
Block center is equipped with rotation axis, and the rotation axis is fixed on the lower part of connecting plate.
6. large hydraulic engineering S-shaped overfull dam surface former according to claim 1, which is characterized in that the part
The length of plastering roller is less than the length of whole plastering roller.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710758436.0A CN107476259B (en) | 2017-08-29 | 2017-08-29 | Large hydraulic engineering S-shaped overfull dam surface former |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710758436.0A CN107476259B (en) | 2017-08-29 | 2017-08-29 | Large hydraulic engineering S-shaped overfull dam surface former |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107476259A CN107476259A (en) | 2017-12-15 |
| CN107476259B true CN107476259B (en) | 2019-04-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710758436.0A Expired - Fee Related CN107476259B (en) | 2017-08-29 | 2017-08-29 | Large hydraulic engineering S-shaped overfull dam surface former |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107476259B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1614180A (en) * | 2004-11-05 | 2005-05-11 | 耿福明 | Electric-cylinder concrete lining apparatus |
| CN203360260U (en) * | 2013-05-20 | 2013-12-25 | 富荞企业管理顾问有限公司 | Glass former capable of increasing width of plate glass |
| CN104196029A (en) * | 2014-09-15 | 2014-12-10 | 黄河勘测规划设计有限公司 | Forming equipment of S-shaped overflow dam face in large-scale water projects |
-
2017
- 2017-08-29 CN CN201710758436.0A patent/CN107476259B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1614180A (en) * | 2004-11-05 | 2005-05-11 | 耿福明 | Electric-cylinder concrete lining apparatus |
| CN203360260U (en) * | 2013-05-20 | 2013-12-25 | 富荞企业管理顾问有限公司 | Glass former capable of increasing width of plate glass |
| CN104196029A (en) * | 2014-09-15 | 2014-12-10 | 黄河勘测规划设计有限公司 | Forming equipment of S-shaped overflow dam face in large-scale water projects |
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| Publication number | Publication date |
|---|---|
| CN107476259A (en) | 2017-12-15 |
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| SE01 | Entry into force of request for substantive examination | ||
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| 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: 20190405 Termination date: 20190829 |