CN204803893U - Foundation stabilization single tube revolves slip casting device - Google Patents
Foundation stabilization single tube revolves slip casting device Download PDFInfo
- Publication number
- CN204803893U CN204803893U CN201520503368.XU CN201520503368U CN204803893U CN 204803893 U CN204803893 U CN 204803893U CN 201520503368 U CN201520503368 U CN 201520503368U CN 204803893 U CN204803893 U CN 204803893U
- Authority
- CN
- China
- Prior art keywords
- mud
- compressor
- rig
- single tube
- slip casting
- 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
Links
Abstract
The utility model discloses a foundation stabilization single tube revolves slip casting device, including water tank, mixer, cement bin, circulating line, mud tank, high -pressure mud pump, mud pipeline, electronic flowmeter, slip casting pipe, shower nozzle, compressor, rig and platform, water tank, mixer and cement bin are linked together through the circulating line, the high -pressure mud pump passes through the mud pipe connection with the compressor, be connected with electronic flowmeter in mud pipeline exit, the compressor lower extreme is connected with the mud pipe and meets and discusses, install the rig on the platform, and rig and compressor fixed connection, this single tube revolves the slip casting device, owing to be connected with electronic flowmeter in mud pipeline exit, so can detect the speed that mud flows, prevents that the mud velocity of flow from at the excessive speed or slow excessively, comparing with traditional slip casting device, and the device construction equipment equipment is simple, and the construction is simple and convenient, have better durability, and the material source is wide, the low price, small in noise, it is pollution -free.
Description
Technical field
The present invention relates to construction work applied technical field, especially a kind of ground stabilization single tube revolves grouting device.
Background technology
Construction of High Pressure Jet Grouting Pile technology be the seventies Japan first propose, it is on the basis of Static Pressure Grouting, introduce hydraulic coal mining technology to grow up, utilize jet action cutting to mix to stir stratum, change structure and the composition of original place layer, pour into cement paste or composite sludge formation concrement, so as to reaching the object of consolidated subsoil and antiseepage simultaneously.
Prior art is difficult to the construction needs meeting construction workers, in order to solve above-mentioned Problems existing, the present invention proposes a kind of civil engineering high pressure jet grouting device.
For realizing this technical purpose, the technical solution used in the present invention is: ground stabilization single tube revolves grouting device, comprises water tank, mixer, cement bin, circulating line, mud tank, high pressure slurry pump, hydraulic fill pipeline, electronic grout flow meter, Grouting Pipe, shower nozzle, compressor, rig and platform; Described water tank, mixer are connected by circulating line with cement bin; Described high pressure slurry pump is connected by hydraulic fill pipeline with compressor; Describedly be connected with electronic grout flow meter in hydraulic fill pipeline exit; Described compressor lower end is connected with Grouting Pipe and shower nozzle; Described platform is provided with rig, and rig is fixedly connected with compressor.
As further technical scheme of the present invention: the circulating line between described connection high pressure slurry pump and mixer is provided with mud tank.
Further, describedly between rig and compressor, be provided with fixed bar, and the cable wire on fixed bar top is fixedly connected with platform.
Further, described water tank, mixer, cement bin, mud tank and high pressure slurry pump are arranged in same level.
Compared with prior art, the present invention has following beneficial effect: this single tube revolves grouting device, owing to being connected with electronic grout flow meter in hydraulic fill pipeline exit, so the speed of mud flowing can be detected, prevent mud speed rate too fast or excessively slow, compared with traditional grouting device, this device construction machinery equipment is simple, easy construction; There is good durability, and material source is wide, cheap; Noise is little, pollution-free.
Summary of the invention
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present invention.
In figure: 1 water tank, 2 mixers, 3 cement bins, 4 circulating lines, 5 mud tanks, 6 high pressure slurry pumps, 7 hydraulic fill pipelines, 8 electronic grout flow meters, 9 Grouting Pipe, 10 shower nozzles, 11 compressors, 12 rigs and 13 platforms.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making other embodiments all obtained under creative work prerequisite, belong to the scope of protection of the invention.
Refer to Figure of description 1, in the embodiment of the present invention, ground stabilization single tube revolves grouting device, comprises water tank 1, mixer 2, cement bin 3, circulating line 4, mud tank 5, high pressure slurry pump 6, hydraulic fill pipeline 7, electronic grout flow meter 8, Grouting Pipe 9, shower nozzle 10, compressor 11, rig 12 and platform 13; Described water tank 1, mixer 2 are connected by circulating line with cement bin 3; Described high pressure slurry pump 6 is connected by hydraulic fill pipeline 7 with compressor 11; Describedly be connected with electronic grout flow meter 8 in hydraulic fill pipeline 7 exit; Described compressor 11 lower end is connected with Grouting Pipe 9 and shower nozzle 10; Described platform 13 is provided with rig 12, and rig 12 is fixedly connected with compressor 11.
As further technical scheme of the present invention: the circulating line 4 between described connection high pressure slurry pump 6 and mixer 2 is provided with mud tank 5.
Further, describedly between rig 12 and compressor 11, be provided with fixed bar, and the cable wire on fixed bar top is fixedly connected with platform 13.
Further, described water tank 1, mixer 2, cement bin 3, mud tank 5 and high pressure slurry pump 6 are arranged in same level.
Reinforcement principle of the present invention is, jet grounting is after utilizing rig 12 that the Grouting Pipe 9 with shower nozzle 10 is crept into the precalculated position of soil layer, make slurries or water with high-tension apparatus, high-pressure spray that (air) becomes 20 ~ 40MPa ejects from shower nozzle 10, die-cut, disturbance, the destruction soil body, drilling rod promotes gradually with certain speed simultaneously, slurries are mixed with grogs action of forced stirring, after grout cures, a cylindric induration (i.e. rotary churning pile) is formed, to reach the object of consolidated subsoil or sealing antiseepage in soil.
To those skilled in the art, but the invention is not restricted to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present invention or essential characteristic, the present invention can be realized in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present invention is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the present invention.Any Reference numeral in claim should be considered as the claim involved by limiting.
The above; be only preferred embodiment of the present invention; not in order to limit the present invention, every above embodiment is done according to technical spirit of the present invention any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solution of the present invention.
Claims (4)
1. ground stabilization single tube revolves grouting device, comprises water tank, mixer, cement bin, circulating line, mud tank, high pressure slurry pump, hydraulic fill pipeline, electronic grout flow meter, Grouting Pipe, shower nozzle, compressor, rig and platform; Described water tank, mixer are connected by circulating line with cement bin; Described high pressure slurry pump is connected by hydraulic fill pipeline with compressor; Electronic grout flow meter is connected with in hydraulic fill pipeline exit; Described compressor lower end is connected with Grouting Pipe and shower nozzle; Described platform is provided with rig, and rig is fixedly connected with compressor.
2. ground stabilization single tube according to claim 1 revolves grouting device, it is characterized in that: the circulating line between described connection high pressure slurry pump and mixer is provided with mud tank.
3. ground stabilization single tube according to claim 1 revolves grouting device, it is characterized in that: between rig and compressor, be provided with fixed bar, and the cable wire on fixed bar top is fixedly connected with platform.
4. ground stabilization single tube according to claim 1 revolves grouting device, it is characterized in that: described water tank, mixer, cement bin, mud tank and high pressure slurry pump are arranged in same level.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520503368.XU CN204803893U (en) | 2015-07-06 | 2015-07-06 | Foundation stabilization single tube revolves slip casting device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520503368.XU CN204803893U (en) | 2015-07-06 | 2015-07-06 | Foundation stabilization single tube revolves slip casting device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204803893U true CN204803893U (en) | 2015-11-25 |
Family
ID=54588741
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520503368.XU Expired - Fee Related CN204803893U (en) | 2015-07-06 | 2015-07-06 | Foundation stabilization single tube revolves slip casting device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204803893U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106930292A (en) * | 2015-12-29 | 2017-07-07 | 浙江大学城市学院 | A kind of single tube for foundation stabilization revolves grouting device |
-
2015
- 2015-07-06 CN CN201520503368.XU patent/CN204803893U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106930292A (en) * | 2015-12-29 | 2017-07-07 | 浙江大学城市学院 | A kind of single tube for foundation stabilization revolves grouting device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201826303U (en) | Long-spiral high/low-pressure multi-pipe self-drilling type mixing jet grouting pile forming device | |
CN104929114A (en) | High pressure jet grouting pile waterproof curtain construction device and method | |
CN204753574U (en) | High pressure jet grouting pile stagnant water curtain construction equipment | |
CN101235636B (en) | Device for fast concreting soft soil ground foundation by high-pressure injecting double-liquor slurry | |
CN104534167A (en) | Drag reduction method of thixotropic slurry | |
CN108080409A (en) | A kind of triple churning device and method thereof of soil remediation | |
CN205171496U (en) | Foundation stabilization high pressure jet slip casting device | |
CN102953374A (en) | High pressure rotary jet grouting pile construction method for power transmission line iron tower pile foundation construction | |
CN204418184U (en) | High-pressure rotary jet grouting pile double-jacket tube drilling construction device | |
CN204803893U (en) | Foundation stabilization single tube revolves slip casting device | |
CN105178858B (en) | A kind of drilling tool for two-tube high-pressure rotary-spray technique | |
CN102261079A (en) | Construction method for foundation pit waterproof curtain | |
CN103147707A (en) | Complete treatment method for pile bottom sediment | |
CN103174428B (en) | A kind of applied chemistry slurries implement the method for grouting for water blocking to vertical shaft | |
CN103276736A (en) | Trailer-type high-polymer grouting system | |
CN205205811U (en) | Drilling bit of deep submerged agitation pile | |
CN205171497U (en) | Novel concrete whitewashing equipment | |
CN203603155U (en) | Novel double-size grouting end mixing device | |
JP6493834B2 (en) | Ground liquefaction countermeasure method | |
CN103114601B (en) | The rapid hardening high pressure jet grouting of strong absorbent formation cuts infiltration method and device thereof | |
CN204590002U (en) | A kind of Bag Grouting Pile bracing means | |
CN106930292A (en) | A kind of single tube for foundation stabilization revolves grouting device | |
CN203213115U (en) | Trailer type high polymer grouting system | |
CN210598916U (en) | A material adds device for shutoff rock aquifer crack | |
CN109537612A (en) | A kind of porous impact stirring diaphram wall Barrier Technology and its construction method |
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: 20151125 Termination date: 20160706 |
|
CF01 | Termination of patent right due to non-payment of annual fee |