CN200943206Y - Box vibrator for large span integrated channel concrete pouring machine - Google Patents
Box vibrator for large span integrated channel concrete pouring machine Download PDFInfo
- Publication number
- CN200943206Y CN200943206Y CN 200620127310 CN200620127310U CN200943206Y CN 200943206 Y CN200943206 Y CN 200943206Y CN 200620127310 CN200620127310 CN 200620127310 CN 200620127310 U CN200620127310 U CN 200620127310U CN 200943206 Y CN200943206 Y CN 200943206Y
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- box
- trolley
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- large span
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Abstract
The utility model relates to a box-type vibrating device for a large-span comprehensive trench cement pouring machine. The device consists of a vibrating box arranged on a brick trolley, a platform vibrator arranged in the vibrating box, and two guiding plates before and behind the vibrating box. The utility model uses a lower trolley to position the box-type vibrating device, and the upper trolley and lower trolley are used to distribute, spread, vibrate and grade the cement respectively. As a result, a lot of distribution equipment and cement pouring labor can be saved. Besides, the utility model conduces to the mechanization of the trench cement construction, the anti-leakage performance of the bottom of the trench, protection of the thermal insulating structure, and ensures the construction quality of trench cement pouring.
Description
Technical field
The utility model relates to the plant equipment of a kind of big trapezoidal section canal surface construction of concrete lining.
Technical background
South water to north center line diversion works construction battle line is long, and the duration is tight, task is heavy, and general main canal major part along the line is the open channel engineering.The channel cross-section of river adopts trapezoidal cross-section, and the cast-in-situ concrete lining cutting is adopted on the surface.Wherein canal length of grade degree mostly is more than 25, and slope coefficient is 2.5-3.0.Canal lining thickness mostly is side slope 10cm, and base plate 8cm is 15cm at the bottom of the side slope canal of location, river shoal, and liner plate lower berth composite geo-membrane is strengthened antiseepage, lays the sandy gravel anti-freeze expansion below the impervious barrier of location, river shoal, and general canal section adopts the polystyrene thermal insulation plate anti-freeze expansion.At present, the method for channel slope protection concrete construction is a lot, as conventional job practices formwork erection, block placement concrete is arranged, the drawing-die construction.Need carry out concrete distributing, pave, vibrate and flatten speed of application often slower, can not work continuously on a large scale, and the personnel that the scope of operation drops into are more relatively, the protection of unfavorable anti-seepage geomembrane and warming plate.Not only influence the engineering construction progress, also will have influence on the construction quality of engineering.At present the channel construction machinery that adopts exists that truss span is little, speed of application slow, unit function singleness, whole cost drop into high shortcoming.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of concrete distributing that makes large span complex channel concrete casting machine satisfy the large channel section, paves, vibrates and flatten, and the box tamping equipment that can work continuously.
The utility model adopts following technical scheme:
The utility model is by being arranged on the case that vibrates on the lining carriage, being arranged on the vibration board in the case that vibrates and being arranged on the case rear and front end stock guide that vibrates and constitute.
The utility model case that vibrates is connected with lining carriage by dowel and the yielding rubber rod that is sleeved on the dowel.
The beneficial effects of the utility model are: because large span complex channel concrete casting machine adopts large-span truss as working platform; be provided with in the box tamping equipment utilization of the utility model on the dolly down; following dolly carries out concrete distributing respectively; pave; vibrate and flatten; not only saved the artificial of a large amount of apparatus for distributing and concreting; the construction machinery that helps channel concrete simultaneously; also help channel bottom antiseepage; the protection of insulation construction layer; guarantee the construction quality of channel concreting; on the large span complex channel concrete casting machine; following two dollies are that cloth trolley and lining carriage can be simultaneously or separate operaton, and the cloth and the shake that paves are smash and be independent of each other.
Description of drawings
Accompanying drawing 1 is the large span complex channel concrete casting machine structural representation;
Accompanying drawing 2 is the upper and lower dolly enlarged drawing in the accompanying drawing 1;
Accompanying drawing 3 is the utility model tamping equipment schematic diagram;
Accompanying drawing 4 is the utility model structural representation;
Accompanying drawing 5 is the utility model outside drawing.
In the accompanying drawing: 1, main couple, 2 cloth trolleys, 3 lining carriage, 4 defeated material belts, trolley track on 5,6 times trolley tracks, 7 award the material mouth, 8 belt transmission motors, 9 truss running gears, 10 operating rooms, car rack on 11,12 material scraping plates, dolly master road wheel on 13, carriage walking wheel on 14, carriage walking driving motor on 15,16 stir the cage driving motor, 17 press polish are rolled over, 18 box tamping equipments, 19 times dolly master road wheels, 20 times carriage walking wheels, 21 times little frames, 22 times carriage walking driving motors, 23 hoppers, 24 stir cage, 25 casees that vibrate, 26 vibration boards, 27 stock guides, 28 dowels, 29 yielding rubber rods.
The specific embodiment
Large span complex channel concrete casting machine comprises main couple 1, be arranged on the truss running gear 9 at main couple 1 two ends and the drive unit operating room 10 of truss running gear 9, be arranged on last trolley track 5 and following trolley track 6 on the main couple 1, be arranged on the cloth trolley 2 that can on last trolley track 5, walk on the trolley track 5, be hung on down the lining carriage 3 that can on following trolley track 6, walk on the trolley track 6, cloth trolley 2 is provided with by last carriage walking driving motor 15, the running gear that last dolly master road wheel 13 and last carriage walking wheel 14 constitute, lining carriage 3 is provided with by following carriage walking driving motor 22, the running gear that following dolly master road wheel 19 and following carriage walking wheel 20 constitute, main couple 1 is provided with by awarding material mouth 7, the conveyer that belt transmission motor 8 and defeated material belt 4 constitute, above corresponding defeated material belt 4 on the cloth trolley 2, be provided with material scraping plate 12, below material scraping plate 12, be provided with hopper 23, lining carriage 3 is provided with by stirring cage driving motor 16, stir cage 24 and and stir the coaxial press polish of cage 24 and roll over 17 cages that stir that constitute and press and roll over device, lining carriage 3 is provided with box tamping equipment 18.The box tamping equipment of the utility model is by being arranged on the case 25 that vibrates on the lining carriage 3, being arranged on the vibration board 26 in the case 25 that vibrates and being arranged on the case 25 rear and front end stock guides 27 that vibrate and constitute.The case 25 that vibrates is connected with lining carriage 3 by dowel 28 and the yielding rubber rod 29 that is sleeved on the dowel 28.
Large span complex channel concrete casting machine main couple length is 10-35 rice.
The large span complex channel concrete casting machine main body is the steel structure truss of a large span, and itself carries running gear truss.By the upper and lower walking dolly that is installed on the truss is cloth trolley 2 and lining carriage 3, carry out respectively channel concrete cloth, pave, vibrate and flatten.Dolly respectively with the truss keel as track, and carry running gear.Truss top dolly is that cloth trolley 2 is equipped with backgauge scraper plate and hopper, is responsible for getting concrete material from concrete feed belt branch and carries out cloth; Truss bottom dolly is that lining carriage 3 is equipped with and stirs cage, box vibrator 18 and press polish rolles over 17, is responsible for respectively the concrete material behind the cloth is paved, vibrates and flattens.Upper and lower two dollies are that cloth trolley 2 and lining carriage 3 can be simultaneously or separate operaton, and the cloth and the shake that paves are smash and be independent of each other.
The large span complex channel concrete casting machine course of work is: after the preparation of construction before concreting is finished on the canal slope, will build machinery and move into place, and determine mechanical position by measurement and positioning, and begin concreting then.Be that cloth trolley 2 carries out concrete distributing at first by the top dolly, 3～12 meters/minute of cloth trolley 2 speed, each cloth width 〉=60 centimetres, utilize the defeated material belt 4 of main couple 1 to carry out the transmission of concrete material, main belt speed 1.0 meter per seconds, by the material scraping plate on the cloth trolley 2 12 concrete material is scraped into hopper 23 then, adjusted the gait of march of cloth trolley 2 in the blanking process according to the blanking velocity of concrete tank, concrete material cloth is arrived appointed part.Be that lining carriage 3 begins to pave, vibrates and flattens by the bottom dolly after cloth is finished, open simultaneously and stir cage 24 and box tamping equipment 18, as shown in drawings, no matter vibrate and move or move down on the case 25 because case of vibrating 25 and stock guide 27 have been arranged, vibrator can not occur in the running and draw together material and cause concrete surface rough and uneven in surface, can also effectively protect, roll over 17 by press polish then and advance to flatten press polish flat vibrator, 1.5～9 meters/minute of vibrations dolly speed, felt wrapped roll rolls 90 centimetres of width.Whenever be shifted after finishing a circulation, the displacement width is 2/3rds of press polish rolling 17, begins building of next zone, 26～46 kilowatts of the utility model complete machine power (comprising accessory kit), about 19 tons (27 meters long for weight, comprise accessory kit), 8～30 centimetres of paving thicknesses, 0～10 meter/minute of speed is advanced by main garage, advance radius of curvature 〉=150 meter, the gradient is adjusted coefficient 1.5～3.0,1～9 meter/hour of shaping speed (8～30 centimetres), 7～24 cubic metres/hour of theoretical productivities.
What large span complex channel concrete casting machine can also be used for channel sandy gravel anti-freeze expansion layer paves, flattens compacting.
Claims (2)
1, the box tamping equipment of a kind of large span complex channel concrete casting machine is characterized in that it constitutes by being arranged on the case that vibrates (25) on the lining carriage (3), being arranged on the vibration board (26) in the case that vibrates (25) and being arranged on the case that vibrates (25) rear and front end stock guide (27).
2, the box tamping equipment of a kind of large span complex channel concrete casting machine according to claim 1, the case (25) that it is characterized in that vibrating is connected with lining carriage (3) by dowel (28) and the yielding rubber rod (29) that is sleeved on the dowel (28).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620127310 CN200943206Y (en) | 2006-08-11 | 2006-08-11 | Box vibrator for large span integrated channel concrete pouring machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620127310 CN200943206Y (en) | 2006-08-11 | 2006-08-11 | Box vibrator for large span integrated channel concrete pouring machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200943206Y true CN200943206Y (en) | 2007-09-05 |
Family
ID=38717840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620127310 Expired - Fee Related CN200943206Y (en) | 2006-08-11 | 2006-08-11 | Box vibrator for large span integrated channel concrete pouring machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200943206Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526760A (en) * | 2013-10-30 | 2014-01-22 | 陕西省水土保持局 | Mud pump damming integrated machine |
-
2006
- 2006-08-11 CN CN 200620127310 patent/CN200943206Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526760A (en) * | 2013-10-30 | 2014-01-22 | 陕西省水土保持局 | Mud pump damming integrated machine |
| CN103526760B (en) * | 2013-10-30 | 2015-04-15 | 陕西省水土保持局 | Mud pump damming integrated machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SINOHYDRO BUREAU 11 CO., LTD. Free format text: FORMER NAME: NO.11 ENGINEERING BUREAU, CHIAN WATER CONSERVANCY AND HYDROPOWER |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 472000 No. 147 middle of the Yellow River Road, Sanmenxia, Henan Patentee after: SINOHYDRO Bureau 11 Co., Ltd. Address before: 472000 No. 147 middle of the Yellow River Road, Sanmenxia, Henan Patentee before: No.11 Engineering Bureau, Chian Water Conservancy and Hydropower |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070905 Termination date: 20110811 |