CN202849910U - Machine tool for casting kerb in situ - Google Patents
Machine tool for casting kerb in situ Download PDFInfo
- Publication number
- CN202849910U CN202849910U CN 201220575342 CN201220575342U CN202849910U CN 202849910 U CN202849910 U CN 202849910U CN 201220575342 CN201220575342 CN 201220575342 CN 201220575342 U CN201220575342 U CN 201220575342U CN 202849910 U CN202849910 U CN 202849910U
- Authority
- CN
- China
- Prior art keywords
- facility
- road kerb
- machine tool
- kerb
- film roller
- 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.)
- Expired - Fee Related
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a machine tool for casting a kerb in situ. The machine tool is characterized by comprising a machine tool body and a traction device, wherein the machine tool body comprises a plough-type shovel which has the width being smaller than the width of the kerb by 2-3 centimeters, the external edge of the plough-type shovel is welded with an external moldboard of the machine tool generally, not less than two guide wheels are arranged on the inner side of the front end of the machine tool, a bottom steel plate is arranged on the bottom of the front end of the machine tool body, the bottom steel plate is welded with the bottom edge of the plough-type shovel and the bottom edge of the external moldboard of the machine tool are welded together generally, a film laminating roller 1 which higher than the kerb by 5-10 centimeters is arranged in back of the guide wheels, a film pressing roller is arranged on the rear side of the film laminating roller 1, a vibrating rod sleeve is distributed in a position on the external moldboard of the machine tool and corresponding to a concrete pouring area, and a vibrating rod is arranged on the vibrating rod sleeve. The machine tool can realize the cast-in-situ forming of a concrete road kerb, a linear adjusting process can be eliminated, the construction progress can be accelerated and the labor is saved.
Description
Technical field
The utility model relates to a kind of cast-in-place curb stone facility.
Background technology
The Kerb of concrete of both sides of highway mostly is greatly precasting yard production, and slurry is installed, sat at the scene of transporting to, accent is suitable, and whole process link is more, and comprehensive work efficiency is lower.As the road kerb of highway Accessory Members, prefabricated road kerb quality is often not high.Because the length of precast curb is shorter, its linear adjustment is more loaded down with trivial details, needs the larger manpower of cost.
In order to realize the cast in situs moulding of Kerb of concrete, save the operation of linear adjustment, accelerating construction progress is necessary to provide a kind of cast-in-situ concrete road kerb facility.
The utility model content
Task of the present utility model is to solve the technological deficiency that the Kerb of concrete form of construction work exists in the prior art, and a kind of cast-in-situ concrete road kerb facility are provided.
Its technical solution is:
A kind of cast-in-situ concrete road kerb facility, comprise facility body and the draw-gear that is positioned at facility the place ahead, the facility body comprises the plough shape shovel that is positioned at foremost, little 2～the 3cm of the width of its Width road kerb, outward flange and the elongated welding of facility exterior sheathing of plough shape shovel, be provided with in facility front end inboard that quantity equals or more than two directive wheel, be provided with bottom steel plate for smooth road kerb groove bottom in facility body front bottom end, bottom steel plate and plough shape shovel root edge, the elongated welding of facility exterior sheathing root edge, rear side at directive wheel is provided with an overlay film roller one that exceeds 5～10cm than road kerb height, rear side at overlay film roller one is provided with pressing film roller, the position in corresponding concreting district is furnished with the vibrating spear sleeve outside the facility exterior sheathing, and the vibrating spear ferrule configuration has vibrating spear.
In above-mentioned facility exterior sheathing, also dispose vibration board on the position in corresponding concreting district.
Above-mentioned draw-gear comprises hoist engine.
The tail end of above-mentioned facility body is provided with overlay film roller two.
A kind of above-mentioned cast-in-situ concrete road kerb using method of facility comprises:
Before road kerb concreting, at the uniform velocity advanced by draw-gear trailing equipment body, directive wheel is close to the both sides walking of road kerb groove, by the loose material in the plough shape shovel removing road kerb groove, the satisfy the need bottom of kerb groove of bottom steel plate following closely flattens, then be engaged in road kerb by overlay film roller one and pressing film roller and automatically lay one deck inboard film with the roadbed bonding surface, inboard film does not directly contact with roadbed; Then carry out road kerb concreting, vibrating spear is inserted the vibrating spear sleeve, with the plate vibrator co-operating, road kerb concrete lateral surface is vibrated; Pass through at last overlay film roller two in facility body demoulding traveling process, lay thin film in the road kerb concrete outside.
The utlity model has following useful technique effect:
The utility model can be realized the cast in situs moulding of Kerb of concrete, is conducive to save the operation of linear adjustment, and accelerating construction progress, saving manpower.
Description of drawings
Below in conjunction with accompanying drawing and the specific embodiment the utility model is illustrated further:
Figure is the structural principle schematic diagram of a kind of embodiment of the utility model.
1. plough shapes shovels among the figure, 2. directive wheel, 3. the overlay film roller one, 4. facility exterior sheathing, 5. pressing film roller, 6. concreting district, 7. vibrating spear sleeve, 8. vibration board, the district of 9. vibrating, the district of 10. wiping one's face, 11. concrete delivery truck, 12. chutes, 13. hoist engines, 14. overlay film rollers two.
The specific embodiment
By reference to the accompanying drawings, a kind of cast-in-situ concrete road kerb facility comprise facility body and the draw-gear 13 that is positioned at facility the place ahead.The preferred hoist engine of draw-gear, hoist engine can be driven by baby tractor.Above-mentioned facility body comprises the plough shape shovel 1 that is positioned at foremost, and the width of its Width road kerb is slightly narrow, such as the little 2～3cm of width than road kerb, and two outward flanges and the 4 elongated welding of facility exterior sheathing of plough shape shovel.Be provided with in facility front end inboard that quantity equals or more than two directive wheel 2, be provided with bottom steel plate for smooth road kerb groove bottom, bottom steel plate and plough shape shovel root edge, the elongated welding of facility exterior sheathing root edge in facility body front bottom end.Rear side at directive wheel is provided with an overlay film roller 1 that exceeds 5～10cm than road kerb height, rear side at overlay film roller one is provided with pressing film roller 5, the position in corresponding concreting district is furnished with vibrating spear sleeve 7 outside the facility exterior sheathing, and the vibrating spear ferrule configuration has vibrating spear.In above-mentioned facility exterior sheathing, also dispose on the position in corresponding concreting district and act on the concrete vibration board of road kerb end face.The tail end of above-mentioned facility body is provided with overlay film roller two.
A kind of above-mentioned cast-in-situ concrete road kerb using method of facility comprises:
Before road kerb concreting, at the uniform velocity advanced by draw-gear trailing equipment body, directive wheel is close to the both sides walking of road kerb groove, by the loose material in the plough shape shovel removing road kerb groove, the satisfy the need bottom of kerb groove of bottom steel plate is following closely carried out smooth, then be engaged in road kerb by overlay film roller one and pressing film roller and automatically lay one deck inboard film with the roadbed bonding surface, inboard film does not directly contact with roadbed, in order to prevent that moisture loss in the concrete is in roadbed.Then carry out road kerb concreting, vibrating spear is inserted the vibrating spear sleeve, with the plate vibrator co-operating, in order to realize vibrating of road kerb concrete lateral surface.Pass through at last overlay film roller two in facility body demoulding traveling process, lay thin film in the road kerb concrete outside.
Operating principle of the present utility model is roughly as follows:
At the facility body plough shape shovel is set foremost, its width is than the slightly narrow 2～3cm of road kerb width, and the loose material in the road kerb groove is removed in plough shape shovel outward flange and the elongated welding of facility exterior sheathing in facility body traveling process.In facility body front end inboard directive wheel is set, directive wheel exposed portions serve width is consistent with plough shape shovel width sum and road kerb width, and directive wheel quantity is no less than 2, is pulled the both sides of being close to the road kerb groove in the traveling process at the facility body.In the facility front bottom end bottom steel plate is set, bottom steel plate and plough shape shovel root edge, the elongated welding of facility exterior sheathing root edge are in order to flatten the bottom of road kerb groove.After a rear directive wheel, arrange one than overlay film roller and the pressing film roller of the slightly high 5～10cm of road kerb height, in the process that facility are advanced, automatically lay thin film at road kerb and roadbed mating face, prevent moisture loss in the concrete in roadbed, film does not directly contact with roadbed and impaired.Outside the facility exterior sheathing in concreting district, arrange the vibrating spear sleeve, during concreting, the high frequency vibrating tamper is inserted this sleeve, unite use with the vibration board of road kerb end face, realize vibrating of road kerb lateral surface.Facility exterior sheathing tail end arranges an overlay film roller, in the road kerb concrete demoulding traveling process, automatically lays thin film in the concrete outside, prevents that moisture loss in the concrete is in the bank protection soil body.At the uniform velocity advancing of a whole set of facility realized with baby tractor band hoist engine in dead ahead at the road kerb groove.
Its course of work roughly is:
Check plough shape shovel and directive wheel, overlay film roller, exterior sheathing, the fixing and rolling situation of pressing film roller.After all are normal, at the film of overlay film roller installation than the slightly high 5～10cm of road kerb height, remove the protruding foreign material on pressing film roller surface.
Concrete delivery truck is reached the scene of building, and concrete slips to the concreting district by chute, and vibrating spear is inserted the vibrating spear sleeve, and vibration board vibrates repeatedly at the district's end face that vibrates, and treats that the surface a little during pulp, stops to vibrate.
Guarantee that by hoist engine the facility body at the uniform velocity advances, and behind the overlay film roller of facility tail end, be piled up in the concrete corner with bank protection soil, prevent that the road kerb edge from spoiling.
The relevant technologies content of not addressing in the aforesaid way is taked or is used for reference prior art and can realize.
Need to prove, those skilled in the art can also make such or such easy variation pattern under the instruction of this manual, such as equivalent way, or obvious mode of texturing.Above-mentioned variation pattern all should be within protection domain of the present utility model.
Claims (4)
1. cast-in-situ concrete road kerb facility, the draw-gear that it is characterized in that comprising the facility body and be positioned at facility the place ahead, the facility body comprises the plough shape shovel that is positioned at foremost, little 2～the 3cm of the width of its Width road kerb, outward flange and the elongated welding of facility exterior sheathing of plough shape shovel, be provided with in facility front end inboard that quantity equals or more than two directive wheel, be provided with bottom steel plate for smooth road kerb groove bottom in facility body front bottom end, bottom steel plate and plough shape shovel root edge, the elongated welding of facility exterior sheathing root edge, rear side at directive wheel is provided with an overlay film roller one that exceeds 5～10cm than road kerb height, rear side at overlay film roller one is provided with pressing film roller, the position in corresponding concreting district is furnished with the vibrating spear sleeve outside the facility exterior sheathing, and the vibrating spear ferrule configuration has vibrating spear.
2. a kind of cast-in-situ concrete road kerb facility according to claim 1 is characterized in that: also dispose vibration board on the position in corresponding concreting district in above-mentioned facility exterior sheathing.
3. a kind of cast-in-situ concrete road kerb facility according to claim 1, it is characterized in that: above-mentioned draw-gear comprises hoist engine.
4. a kind of cast-in-situ concrete road kerb facility according to claim 1, it is characterized in that: the tail end of above-mentioned facility body is provided with overlay film roller two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220575342 CN202849910U (en) | 2012-11-05 | 2012-11-05 | Machine tool for casting kerb in situ |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220575342 CN202849910U (en) | 2012-11-05 | 2012-11-05 | Machine tool for casting kerb in situ |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202849910U true CN202849910U (en) | 2013-04-03 |
Family
ID=47981126
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220575342 Expired - Fee Related CN202849910U (en) | 2012-11-05 | 2012-11-05 | Machine tool for casting kerb in situ |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202849910U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912713A (en) * | 2012-11-05 | 2013-02-06 | 山东高速青岛公路有限公司 | Machine for casting curbs in situ and use method thereof |
| CN106758707A (en) * | 2016-12-29 | 2017-05-31 | 秦皇岛润昌科技开发有限公司 | The full-automatic road paver of town road gardens construction |
-
2012
- 2012-11-05 CN CN 201220575342 patent/CN202849910U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912713A (en) * | 2012-11-05 | 2013-02-06 | 山东高速青岛公路有限公司 | Machine for casting curbs in situ and use method thereof |
| CN102912713B (en) * | 2012-11-05 | 2014-11-05 | 山东高速青岛公路有限公司 | Machine for casting curbs in situ and use method thereof |
| CN106758707A (en) * | 2016-12-29 | 2017-05-31 | 秦皇岛润昌科技开发有限公司 | The full-automatic road paver of town road gardens construction |
| CN106758707B (en) * | 2016-12-29 | 2019-03-01 | 北京森源达园林股份有限公司 | The full-automatic road paver of town road gardens construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130403 Termination date: 20141105 |
|
| EXPY | Termination of patent right or utility model |