CN204781026U - Mashed root treatment facility of concrete retaining wall - Google Patents
Mashed root treatment facility of concrete retaining wall Download PDFInfo
- Publication number
- CN204781026U CN204781026U CN201520376219.1U CN201520376219U CN204781026U CN 204781026 U CN204781026 U CN 204781026U CN 201520376219 U CN201520376219 U CN 201520376219U CN 204781026 U CN204781026 U CN 204781026U
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- concrete
- container
- treatment facility
- retaining wall
- template
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- Expired - Fee Related
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model provides a mashed root treatment facility of concrete retaining wall, it comprises template, container and air pump, and the template is connected with the container socket joint, and container and air pump be through gas -supply pipe bolted connection, the utility model discloses simple structure, easy and simple to handle, construction speed is fast, effectual, be the mashed root treatment facility of concrete structure of an ideal.
Description
Technical field
The utility model relates to technical field of building construction, is specifically related to a kind of concrete retaining wall rotten treatment facility.
Background technology
Concrete structure application is in recent years comparatively general, and concrete shear force wall, post and river course retaining wall bad root phenomenon are very general, define common fault, not only have influence on the appearance effect of engineering, and badly influenced architecture quality and the life-span of engineering, its Producing reason has: shock the time short, gas in concrete is not discharged, model sheetinstallat mismatches, and occurs that spillage, reinforcing bar are dense, little and human factor of slump etc.When there is rotten of concrete shear force wall, post and river course retaining wall, current processing method is: one is dismounting, double teeming concrete, suffers heavy losses and affects the duration; Two is to fill up with concrete or floating with mortar, the latter's treatment measures, and presentation quality is poor, compactness is poor, and easily infiltration in body of wall, Corrosion Reinforcement, does not reach Concrete Design requirement.
Utility model content
The purpose of this utility model is: provide a kind of concrete retaining wall rotten treatment facility, when finding rotten of concrete retaining wall, can process in time, and all can reach former concrete wall design strength through checking spring range, and closely knit, good airproof performance, appearance effect is good.
Technical solution adopted in the utility model is: this equipment is made up of template, container and air pump, and template is connected with container socket joint, and container is connected through appendix bolt with air pump.
In order to ensure rotten of concrete retaining wall place concrete intensity, density, the one end arranged is that conical Sheng starches bucket, the other end is cylindrical flexible feed pipe for mortar, feed pipe for mortar is connected to miniature shock motor with Sheng bucket junction through bolt, grouting port is arranged at conical slurry bucket top of containing, and have seal cover, there is inflation inlet grouting port side, inflation inlet is connected with air pump through bolt, appendix, contain slurry bucket both sides jug, miniature shock motor reel one end has an eccentric block that micromotor can be made to shake.
Good effect of the present utility model is: structure is simple, and easy to operate, concrete wall rotten processing speed is fast, appearance effect is good, rotten can reach the intensity of Concrete Design requirement after reason everywhere, can retrieve concrete wall because of the rotten heaviness loss caused, engineering can be made to carry out as scheduled.
Accompanying drawing explanation
Accompanying drawing 1 is the utility model external structure schematic diagram;
Accompanying drawing 2 is that A-A on accompanying drawing 1 is to sectional view.
Detailed description of the invention
The utility model is as accompanying drawing 1, shown in 2, this equipment is by template 1, container 2 and air pump 3 form, template 1 is connected with container 2 socket joint, container 2 is through bolt, appendix 31 is connected with air pump 3, cylindrical flexible feed pipe for mortar 21 socket joint of container 2 one end is in template 1 in preformed hole, template also has air vent, the taper shape of container 2 other end contains slurry bucket 22 top grouting port 221, grouting port 221 has seal cover 222, there is inflation inlet 23 grouting port 221 side, inflation inlet 23 is through bolt, appendix 31 is connected with air pump 3, conical Sheng starches bucket 22 both sides jug 223, conical slurry bucket 22 of containing is connected to miniature shock motor 4 with cylindrical feed pipe for mortar 21 junction through bolt, miniature shock motor 4 axle head is connected to eccentric block through bolt, miniature shock motor 4 can be made to shake, and make the rotten concrete located more closely knit.
Utility model works principle and using method: first concrete wall 5 rotten places are processed, if rotten of concrete wall 5 place is more shallow, do not have pertusate situation, rotten root position can be picked cutter rectangularity or circular trough 51, the part concrete of its compactness difference is rejected, groove 51 after rejecting is osculum, interior sky is large, remove rubble, sand foam is also rinsed well with clear water, water must not be had in groove, in groove, put into more than one be with hole sleeve 52, then make the concrete identical with concrete wall 5 label and add micro-expansion agent, thereafter insert in groove 51, block by template 1 again, make socket joint feed pipe for mortar 21 hole of template 1 relative with band hole sleeve 52 upper end, preparation and the cement mortar of concrete wall 5 with match ratio again, and add micro-expansion agent, require sand through screens, good fluidity, then cement mortar is put into conical Sheng and starch bucket 22, and starch feed pipe for mortar 21 and to insert in band hole sleeve that template 1 faces toward in hole 52, hand-held toot handle 223, restart miniature shock motor 4 and air pump 3, cement mortar is allowed to inject inside concrete under air pressure and shock effect, vibrations make it closely knit, until template 1 upper air-vent grout, then under slip casting and shock effect, cylindrical feed pipe for mortar 21 is slowly extracted, reach after some strength until concrete, stripping 1 again.
If because of rotten of the gap property that spillage produces, can from rotten upside oblique drilling hole from top to bottom, sandstone foam is rinsed with the water meeting concrete specification, install template 1 again, hole in template 1 is allowed to face toward bored hole, the feed pipe for mortar 21 of container 2 one end is inserted in rotten hole of boring from preformed hole in template 1, then booster air pump 3 and vibrating motor 4, in cement mortar, add micro-expansion agent and put into conical Sheng and starch bucket, cement mortar is made to inject in stone gap, rotten place, under air pressure and vibrating motor 4 shock effect, it is made to reach closely knit and sealing, until template 1 upper air-vent grout, then pressurize at the same time and slowly extract container feed pipe for mortar 21 under shock effect, stripping 1 is again reached after some strength until concrete.
Claims (2)
1. concrete retaining wall rotten treatment facility, it is characterized in that: it is made up of template, container and air pump, template is connected with container socket joint, and container is connected through appendix, bolt with air pump.
2. a kind of concrete retaining wall according to claim 1 rotten treatment facility, it is characterized in that: described one end contains slurry bucket for conical, the other end is cylindrical flexible feed pipe for mortar, it is connected to miniature shock motor through bolt, there is grouting port at conical slurry bucket top of containing has seal cover, there is inflation inlet grouting port side, and inflation inlet is connected with air pump through bolt appendix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520376219.1U CN204781026U (en) | 2015-06-03 | 2015-06-03 | Mashed root treatment facility of concrete retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520376219.1U CN204781026U (en) | 2015-06-03 | 2015-06-03 | Mashed root treatment facility of concrete retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204781026U true CN204781026U (en) | 2015-11-18 |
Family
ID=54521109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520376219.1U Expired - Fee Related CN204781026U (en) | 2015-06-03 | 2015-06-03 | Mashed root treatment facility of concrete retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204781026U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780817A (en) * | 2016-04-13 | 2016-07-20 | 曹玉芝 | Template sealing strip used in road and bridge foundation engineering bulkhead wall and used for preventing foundations from being destroyed |
| CN105804121A (en) * | 2016-04-13 | 2016-07-27 | 盛文杰 | Template sealing equipment for preventing root rot of water conservancy and hydropower engineering retaining wall |
| CN114892667A (en) * | 2022-05-26 | 2022-08-12 | 煤炭科学技术研究院有限公司 | Auxiliary mechanical arm for spraying leaking stoppage material in coal mine |
-
2015
- 2015-06-03 CN CN201520376219.1U patent/CN204781026U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780817A (en) * | 2016-04-13 | 2016-07-20 | 曹玉芝 | Template sealing strip used in road and bridge foundation engineering bulkhead wall and used for preventing foundations from being destroyed |
| CN105804121A (en) * | 2016-04-13 | 2016-07-27 | 盛文杰 | Template sealing equipment for preventing root rot of water conservancy and hydropower engineering retaining wall |
| CN114892667A (en) * | 2022-05-26 | 2022-08-12 | 煤炭科学技术研究院有限公司 | Auxiliary mechanical arm for spraying leaking stoppage material in coal mine |
| CN114892667B (en) * | 2022-05-26 | 2023-08-11 | 煤炭科学技术研究院有限公司 | Auxiliary manipulator for spraying plugging wind material for coal mine |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151118 Termination date: 20160603 |