CN203160248U - Grout enriched vibrated RCC grouting and vibrating device - Google Patents
Grout enriched vibrated RCC grouting and vibrating device Download PDFInfo
- Publication number
- CN203160248U CN203160248U CN 201320118146 CN201320118146U CN203160248U CN 203160248 U CN203160248 U CN 203160248U CN 201320118146 CN201320118146 CN 201320118146 CN 201320118146 U CN201320118146 U CN 201320118146U CN 203160248 U CN203160248 U CN 203160248U
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- grouting
- vibrating
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Abstract
The utility model discloses a grout enriched vibrated RCC (Roller Compacted Concrete) grouting and vibrating device and belongs to the technical field of construction. The grout enriched vibrated RCC grouting and vibrating device comprises a grouting device and a vibrating device, wherein the grouting device comprises a grouting head, a grouting pipe and a grouting machine frame; the grouting pipe and the grouting machine frame are connected through bolts; the vibrating device comprises a vibrating needle and a vibrating machine frame and further comprises an oil cylinder; the grouting machine frame is hinged to the vibrating machine frame, and two ends of the oil cylinder are hinged to the grouting machine frame and the vibrating machine frame respectively; and the upper part of the vibrating machine frame is connected with a hinge support. The grout enriched vibrated RCC grouting and vibrating device integrates the grouting and vibrating functions, can achieve switching of the grouting and vibrating working states as required, has a compact structure, is flexible in switching, can realize mechanized grout enriched vibrated RCC construction, meets the demands for uniform grouting and dense vibrating during grout enriched vibrated RCC construction, and can greatly improve the grout enriched vibrated RCC construction quality and efficiency.
Description
Technical field
The utility model relates to a kind of construction equipment, and especially the abnormal concrete construction equipment belongs to technical field of construction.
Background technology
At present,, the RCCD (Roller Compacted Concrete Dam) technology has worldwide obtained in the water conservancy and hydropower dam construction using widely with advantages such as its mechanization degree height, duration weak point, reduced investments.General and the roller compacted concrete of abnormal concrete accompanies, and abnormal concrete has been brought into play enormous function to the antiseepage of RCCD (Roller Compacted Concrete Dam), aspect such as durable and attractive in appearance.In the abnormal concrete construction, not only require slip casting accurately even, and require vibration compacting.But engineering circle is mainly by manually spilling the form of construction work of slurry, slurry surface naturally osmotic at present, the slip casting that the abnormal concrete rapid construction also do not occur both at home and abroad the can be used for integrated machine equipment that vibrates, ubiquity adds problems such as slurry is inhomogeneous, slurry waste, the slurry surface naturally osmotic is slow, vibrating time long, construction quality is difficult to guarantee, efficiency of construction is low in the abnormal concrete construction.
The utility model content
At the problems referred to above, the utility model provides a kind of abnormal concrete slip casting integrated equipment that vibrates.
The technical scheme that its technical problem that solves the utility model adopts is: abnormal concrete slip casting tamping equipment, comprise grouting device and tamping equipment, and grouting device comprises casting head, Grouting Pipe and slip casting frame; Grouting Pipe is connected by bolt with the slip casting frame; Tamping equipment comprises vibrating spear and the frame of vibrating, and also comprises oil cylinder;
The slip casting frame is hinged on the frame of vibrating, and the oil cylinder two ends are hinged on the slip casting frame respectively and vibrate on the frame; The upper rack that vibrates is connected with hinged-support.
The beneficial effects of the utility model are, focus slurry and the function of vibrating in one, can realize as required that the slip casting duty of vibrating switches, compact conformation, switch flexibly, can realize the abnormal concrete mechanized construction, satisfy slip casting in the abnormal concrete construction evenly, the requirement of vibration compacting, can greatly improve abnormal concrete construction quality and efficient.
Description of drawings
Fig. 1 is the utility model slip casting working state structure schematic diagram;
Fig. 2 is the utility model working state structure schematic diagram that vibrates.
Component and numbering among the figure:
1-casting head, 2-Grouting Pipe, 3-slip casting frame, 4-vibrating spear, the 5-frame of vibrating,
6-oil cylinder, 7-hinged-support.
The specific embodiment
Further specify below in conjunction with the utility model of embodiment.
Referring to Fig. 1,2, abnormal concrete slip casting tamping equipment comprises grouting device and tamping equipment, and grouting device comprises casting head 1, Grouting Pipe 2 and slip casting frame 3; Grouting Pipe 2 and slip casting frame 3 are connected by bolt; Tamping equipment comprises vibrating spear 4 and the frame 5 of vibrating, and also comprises oil cylinder 6; Slip casting frame 3 is hinged on the frame 5 of vibrating, and oil cylinder 6 two ends are hinged on respectively on slip casting frame 3 and the frame 5 of vibrating; The frame of vibrating 5 tops are connected with hinged-support 7.
Be distributed with aperture on the Grouting Pipe 2, its upper end is connected with feed pipe for mortar, and the lower end is connected with casting head 1.
Vibrating spear 4 and the frame 5 of vibrating are for a plurality of.Vibrating spear 4 is connected with the frame 5 of vibrating by bolt.The frame of vibrating 5 tops are connected with hinged-support 7 by bolt.The frame of vibrating 5 is made up of special-shaped i beam, articulated slab, junction plate etc.
When some vibrating spears and front-seat Grouting Pipe were downwards alternately in same vertical plane, the Grouting Pipe bottom was low than the vibrating spear bottom.
Hinged-support 7 can be installed in whole device on the miscellaneous equipment (as the excavator forearm).Rotatable certain angle when the frame of vibrating 5 is connected with hinged-support 7 makes vibrate frame 5 and external equipment travel line can form certain angle, satisfies concrete construction needs.
During slip casting, if vibrating spear and front-seat Grouting Pipe alternately in same vertical plane, are directly inserted casting head in the concrete, slurries flow in the concrete through the aperture of Grouting Pipe under the certain pressure effect; Otherwise, earlier by the oil cylinder elongation with under the slip casting frame, make Grouting Pipe and vibrating spear alternately in same vertical plane after, casting head is inserted realize slip casing by pressure in the concrete again.
When vibrating, oil cylinder pull-up slip casting frame makes Grouting Pipe horizontal, and tamping equipment is not formed interference, then vibrating spear is inserted concrete and vibrates.
The course of work is as follows:
During slip casting, if vibrating spear and front-seat Grouting Pipe in same vertical plane (as Fig. 1) are alternately downwards directly inserted casting head in the concrete, slurries flow into concrete through the aperture around the Grouting Pipe under the certain pressure effect; Otherwise, by the oil cylinder elongation slip casting frame is put down earlier, make Grouting Pipe and vibrating spear in same vertical plane afterwards (as Fig. 1) alternately downwards, casting head is inserted realize slip casing by pressure in the concrete again.
In the time of need vibrating, oil cylinder pull-up slip casting frame makes Grouting Pipe horizontal (as Fig. 2), vibrating spear is inserted concrete vibrate.
Claims (1)
1. an abnormal concrete slip casting tamping equipment comprises grouting device and tamping equipment, and grouting device comprises casting head (1), Grouting Pipe (2) and slip casting frame (3); Grouting Pipe (2) is connected by bolt with slip casting frame (3); Tamping equipment comprises vibrating spear (4) and the frame of vibrating (5), it is characterized in that, also comprises oil cylinder (6); Slip casting frame (3) is hinged on the frame of vibrating (5), and oil cylinder (6) two ends are hinged on respectively on slip casting frame (3) and the frame of vibrating (5); The frame of vibrating (5) top is connected with hinged-support (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320118146 CN203160248U (en) | 2013-03-15 | 2013-03-15 | Grout enriched vibrated RCC grouting and vibrating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320118146 CN203160248U (en) | 2013-03-15 | 2013-03-15 | Grout enriched vibrated RCC grouting and vibrating device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203160248U true CN203160248U (en) | 2013-08-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320118146 Expired - Lifetime CN203160248U (en) | 2013-03-15 | 2013-03-15 | Grout enriched vibrated RCC grouting and vibrating device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203160248U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088282A (en) * | 2014-04-11 | 2014-10-08 | 中国水利水电第十一工程局有限公司 | Construction method for grouting and vibrating of concrete |
| CN104196030A (en) * | 2014-09-17 | 2014-12-10 | 中国水利水电第七工程局有限公司 | Portable intelligent high-pressure grouting system and grouting method of metamorphic concretes |
| CN104264674A (en) * | 2014-09-23 | 2015-01-07 | 国家电网公司 | Vibrating method for preventing vibrating rod in concrete from bumping formwork |
| CN111676987A (en) * | 2020-06-02 | 2020-09-18 | 北京建材地质工程有限公司 | Construction method for backfilling construction of construction fertilizer tank by vibrating, slurry-flushing and ramming method |
-
2013
- 2013-03-15 CN CN 201320118146 patent/CN203160248U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088282A (en) * | 2014-04-11 | 2014-10-08 | 中国水利水电第十一工程局有限公司 | Construction method for grouting and vibrating of concrete |
| CN104196030A (en) * | 2014-09-17 | 2014-12-10 | 中国水利水电第七工程局有限公司 | Portable intelligent high-pressure grouting system and grouting method of metamorphic concretes |
| CN104196030B (en) * | 2014-09-17 | 2016-01-13 | 中国水利水电第七工程局有限公司 | Portable abnormal concrete intelligent high-pressure filling system and grouting method |
| CN104264674A (en) * | 2014-09-23 | 2015-01-07 | 国家电网公司 | Vibrating method for preventing vibrating rod in concrete from bumping formwork |
| CN104264674B (en) * | 2014-09-23 | 2016-05-04 | 国家电网公司 | A kind of method that inside concrete vibrating spear anti-collision template is vibrated |
| CN111676987A (en) * | 2020-06-02 | 2020-09-18 | 北京建材地质工程有限公司 | Construction method for backfilling construction of construction fertilizer tank by vibrating, slurry-flushing and ramming method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130828 |
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| CX01 | Expiry of patent term |