CN201513182U - Broken rock advance curtain grouting double-channel sectional grouting device - Google Patents
Broken rock advance curtain grouting double-channel sectional grouting device Download PDFInfo
- Publication number
- CN201513182U CN201513182U CN2009203121248U CN200920312124U CN201513182U CN 201513182 U CN201513182 U CN 201513182U CN 2009203121248 U CN2009203121248 U CN 2009203121248U CN 200920312124 U CN200920312124 U CN 200920312124U CN 201513182 U CN201513182 U CN 201513182U
- Authority
- CN
- China
- Prior art keywords
- grouting
- pipeline
- pipe
- cement paste
- cerement
- 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 - Lifetime
Links
Images
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
The utility model discloses a broken rock advance curtain grouting double-channel sectional grouting device which comprises a grouting pipeline and a cerement paste pipeline, wherein the cerement paste pipeline is sleeved in the grouting pipeline, the grouting pipeline and the cerement paste pipeline are completely separated, and the orifice of the cerement paste pipeline penetrates out of the orifice of the grouting pipeline. The grouting device has the advantages that as the grouting pipeline and the cerement paste pipeline are separately arranged, the grouting pipeline and the cerement paste pipeline can grout two kinds of liquid for rocks nearby a working face to fix, and the grouting holes on front portion can be not blocked, thereby continuing to grout for forming a water curtain after the rocks nearby the working face are solidified, and realizing the sectional grouting.
Description
Technical field
The utility model relates to a kind of constructing tunnel equipment, especially relates to a kind of construction of tunnel mortar depositing construction equipment.
Background technology
In underground construction ejection for water plugging work progress, run into face rock crushing and percolating water than serious situation, normally biliquid slurry blender carries out pressure injection rapid hardening slurries (biliquid slurry) and carries out fixed to the peripheral certain thickness country rock of face and percolating water is carried out shutoff.The structure of biliquid slurry blender as shown in Figure 2, comprise: cement paste inlet 21 that sets up separately and water glass inlet 22, cement paste and water glass enter the back to be mixed in biliquid slurry mixing tube 25, be connected with stop grouting plug or orifice tube 24 in biliquid slurry mixing tube 25 the place aheads by the connecting filament mouth, the pipeline between cement paste inlet 21, water glass inlet 22 and biliquid slurry mixing tube 25 is provided with one way valve 23.This blender can realize that slurries mix, and solidifies in mobile and diffusion process behind the slurry filling, reinforces country rock and the phreatic purpose of shutoff thereby play.
According to construction experience, the cycle of leading curtain-grouting is long, does not have good situation of ending the magmatic rock dish if run into rock crusher, also need to satisfy good slip casting effect by building wall for grouting, so the curtain-grouting cycle period is longer, and construction speed is slower; If do not build wall for grouting, then need to adopt biliquid slurry (realizing) nearly face country rock is reinforced and face percolating water to be carried out shutoff handle by common biliquid slurry blender, so that what form leading curtain-grouting ends the magmatic rock dish certainly, after only the magmatic rock dish forms, execute to front of tunnel heading again and bore pre-grouting boring, carry out the curtain-grouting construction.So promptly increased workload, also made broken originally nearly face rock mass influence the stagnant water effect of rock mass self, ended the magmatic rock dish thereby be difficult to utilize country rock and biliquid slurry to form because of the boring of repeatedly holing disturbance and gather.
The utility model content
The utility model has overcome the shortcoming in the present technology, the leading curtain-grouting binary channels of a kind of fragmented rock body segmenting slip casting device is provided, solved in seabed tunnel breaking surrounding rock infiltration location under the situation of no wall for grouting (ending the magmatic rock dish), according to different size performances and slip casting requirement, do not repeat boring, emptying under the condition, realizing the technical barrier of segmented slip casting.
The technical solution of the utility model is: the leading curtain-grouting binary channels of a kind of fragmented rock body segmenting slip casting device, comprise grouting pipe and cement paste pipeline, cover cement paste pipeline in the described grouting pipe, grouting pipe and cement paste pipeline separate fully, and the mouth of pipe of cement paste pipeline stretches out outside the mouth of pipe of grouting pipe.
The front end that inserts the water glass pipeline in described grouting pipe side direction is provided with the pressure relief opening of being with valve.
On the pipeline between described grouting pipe and the water glass inlet, one way valve is set.
The outer length of the mouth of pipe that the mouth of pipe of described cement paste pipeline stretches out grouting pipe is 3 to 6 meters.
Compared with prior art, the utility model has the advantages that: because the branch of grouting pipe, cement paste pipeline is arranged, two kinds of liquid slurries of pressure injection carry out fixed to nearly face rock mass simultaneously, can not stop up anterior injected hole again, thereby reach after nearly face rock mass is reinforced rapidly, continue reperfusion serosity again and form the purpose of water-stop curtain, thereby realize segmenting slip casting.Be embodied in:
1. can satisfy the different passages that utilize slurry casting machine by same hole, according to the country rock situation, different slurries are poured in segmentation.Broken and have under the percolating water situation at face, face certain thickness laccolite perfusion biliquid slurry is formed end the magmatic rock dish earlier, guarantee that simultaneously the duct do not stop up, be used further to the secondary curtain-grouting;
2. utilize this slurry casting machine, can not build wall for grouting or, reduce the further destruction of boring fragmented rock body separately for reinforcing the face slip casting of holing;
3. can improve the speed and the effect of the leading sealing slip casting of fragmented rock body, and can adjust grouting process at any time, the uneven rock mass of degree of crushing is embodied superiority flexibly according to country rock situation and slip casting situation.
4. can be according to fragmented rock body degree of crushing and face percolating water degree, take the method for spreading (getting final product) stop grouting plug and lengthening hollow core barrel by welding common φ 42 steel pipe spreadings, adjust the degree of depth that the biliquid slurry is reinforced fragmented rock body, to satisfy the needs of shutoff under the different geological conditionss.
Description of drawings
The utility model will illustrate by example and with reference to the mode of accompanying drawing, wherein:
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the structural representation of existing biliquid slurry blender.
The specific embodiment
Disclosed all features in this manual, or the step in disclosed all methods or the process except mutually exclusive feature and/or step, all can make up by any way.
Disclosed arbitrary feature in this manual (comprising any accessory claim, summary and accompanying drawing) is unless special narration all can be replaced by other equivalences or the alternative features with similar purpose.That is, unless special narration, each feature is an example in a series of equivalences or the similar characteristics.
As shown in Figure 1, the leading curtain-grouting binary channels of a kind of fragmented rock body segmenting slip casting device comprises: the pressure relief opening 7 of cement paste inlet 1, hollow tube connector 3, cement paste pipeline 6, band valve, water glass inlet 9, one way valve 10, grouting pipe 11.
Grouting pipe 11 is connected with stop grouting plug 5 by stop grouting plug connector 4, on the pipeline between grouting pipe 11 and the water glass inlet 9 one way valve 10 is set, and the front end that inserts the water glass pipeline in grouting pipe 11 side direction is provided with the pressure relief opening 7 of being with valve; Be with cement paste pipeline 6 in the grouting pipe 11, cement paste pipeline 6 is connected with cement paste inlet 1 by hollow tube connector 3, and the mouth of pipe of cement paste pipeline 6 stretches out outside the mouth of pipe of grouting pipe 11.
The above only is preferred embodiment of the present utility model; not in order to restriction the utility model; all any modifications of within spirit of the present utility model and principle, being done, be equal to and replace and improvement etc., all should be included within the protection domain of the present utility model.
Claims (4)
1. the leading curtain-grouting binary channels of fragmented rock body segmenting slip casting device, comprise grouting pipe and cement paste pipeline, it is characterized in that: cover cement paste pipeline in the described grouting pipe, grouting pipe and cement paste pipeline separate fully, and the mouth of pipe of cement paste pipeline stretches out outside the mouth of pipe of grouting pipe.
2. the leading curtain-grouting binary channels of fragmented rock body according to claim 1 segmenting slip casting device is characterized in that: the front end that inserts the water glass pipeline in described grouting pipe side direction is provided with the pressure relief opening of being with valve.
3. the leading curtain-grouting binary channels of fragmented rock body according to claim 1 and 2 segmenting slip casting device is characterized in that: on the pipeline between described grouting pipe and the water glass inlet one way valve is set.
4. the leading curtain-grouting binary channels of fragmented rock body according to claim 3 segmenting slip casting device is characterized in that: the outer length of the mouth of pipe that the mouth of pipe of described cement paste pipeline stretches out grouting pipe is 3 to 6 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203121248U CN201513182U (en) | 2009-10-09 | 2009-10-09 | Broken rock advance curtain grouting double-channel sectional grouting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203121248U CN201513182U (en) | 2009-10-09 | 2009-10-09 | Broken rock advance curtain grouting double-channel sectional grouting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201513182U true CN201513182U (en) | 2010-06-23 |
Family
ID=42484592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203121248U Expired - Lifetime CN201513182U (en) | 2009-10-09 | 2009-10-09 | Broken rock advance curtain grouting double-channel sectional grouting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201513182U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994513A (en) * | 2010-10-30 | 2011-03-30 | 中铁十二局集团第二工程有限公司 | Method for constructing tunnel by finishing full section curtain grouting from upper-half section |
| CN102852535A (en) * | 2010-12-14 | 2013-01-02 | 山东大学 | Underground two-fluid grouting device |
| CN103147748A (en) * | 2013-03-19 | 2013-06-12 | 中国水电顾问集团中南勘测设计研究院 | Downwards-opened drilling acoustic wave test water plugging device |
| CN113153317A (en) * | 2021-05-11 | 2021-07-23 | 北华航天工业学院 | Construction method and grouting device suitable for soft rock large-section tunnel |
-
2009
- 2009-10-09 CN CN2009203121248U patent/CN201513182U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994513A (en) * | 2010-10-30 | 2011-03-30 | 中铁十二局集团第二工程有限公司 | Method for constructing tunnel by finishing full section curtain grouting from upper-half section |
| CN101994513B (en) * | 2010-10-30 | 2013-01-02 | 中铁十二局集团第二工程有限公司 | Method for constructing tunnel by finishing full section curtain grouting from upper-half section |
| CN102852535A (en) * | 2010-12-14 | 2013-01-02 | 山东大学 | Underground two-fluid grouting device |
| CN102852535B (en) * | 2010-12-14 | 2015-04-08 | 山东大学 | Underground two-fluid grouting device |
| CN103147748A (en) * | 2013-03-19 | 2013-06-12 | 中国水电顾问集团中南勘测设计研究院 | Downwards-opened drilling acoustic wave test water plugging device |
| CN113153317A (en) * | 2021-05-11 | 2021-07-23 | 北华航天工业学院 | Construction method and grouting device suitable for soft rock large-section tunnel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101666234B (en) | Fracture rock no-slurry-blocking wall compound grouting construction method | |
| CN107120121B (en) | A kind of shield-tunneling construction supplements slip casting anti-settling control method in real time | |
| CN103924987B (en) | A kind of SMW engineering method stake tunnel shielding portal seepage-proof structure and construction method thereof | |
| CN105332719A (en) | Cement-polyurethane composite grouting process capable of blocking water fast | |
| CN101251018B (en) | Subsection retrusive slip-casting method for porthole slurry-stop mixed double-pipe | |
| CN101694096B (en) | Treatment method for grouting sand-layer foundation on the condition of flowing water | |
| CN103669349B (en) | A kind of reducing stirring type anchor pole and construction method thereof | |
| CN109098687A (en) | Single stop grouting plug retrusive sublevel grouting device and method suitable for crack rock | |
| CN110080712A (en) | The closely horizontal mash gas pumping drilling magnetic sealing means in this coal seam of one kind and method | |
| CN103993902B (en) | A kind of mash gas pumping drilling two step slip-casting hole-sealing method | |
| CN102536269A (en) | Underground grouting and water-plugging process | |
| CN103866780A (en) | Construction method for rapidly conducting impervious curtain grouting in karst pipeline leakage area | |
| CN108951648A (en) | Open trench tunnel layer of sand Sand foundation ditch strengthening method | |
| CN101793154A (en) | Method for grouting for stopping up water by using geological parameters of tunnel surrounding rocks and setting relief holes | |
| CN105731978B (en) | A kind of grouting serous fluid and grouting method for fine sand layer jacking culvert solidifying of the working face | |
| CN201513182U (en) | Broken rock advance curtain grouting double-channel sectional grouting device | |
| CN205918368U (en) | Bore notes an organic whole and retreat formula slip casting drilling rod | |
| CN104790982A (en) | Enclosed mud for underground excavation tunnel ultra-deep hole grouting | |
| CN101929343B (en) | Profile steel pulling and grouting method of SMW (Soil Mixing Wall) process | |
| CN203499698U (en) | Advanced curtain grouting system applied to underground engineering construction | |
| CN105569045A (en) | Grouting pipe | |
| CN108915705B (en) | A kind of baffle grouting construction method blocked for shield export & import leak | |
| CN208778010U (en) | A kind of advance reinforcement structure of push pipe inlet and outlet cave | |
| CN106593489A (en) | Difficult mining coal seam bottom plate thin layer limestone high-pressure strong aquifer karst fissure aggregate perfusion method | |
| CN203515623U (en) | Reinforcing anchor rod |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160118 Address after: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Patentee after: CHINA RAILWAY NO.2 BUREAU ENGINEERING CO., LTD. Address before: 610041 high building, No. nine Hing Road, Chengdu hi tech Development Zone, Sichuan, 6 Patentee before: China Railway Erju Co., Ltd. Patentee before: No.2 Engineering Co., Ltd. of China Railway Erju |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180817 Address after: No. 16, Jinniu District Road, Jinniu District Road, Chengdu, Sichuan Co-patentee after: No.2 Engineering Co., Ltd. of China Railway Erju Patentee after: CHINA RAILWAY NO.2 BUREAU ENGINEERING CO., LTD. Address before: No. 16, Jinniu District Road, Jinniu District Road, Chengdu, Sichuan Patentee before: CHINA RAILWAY NO.2 BUREAU ENGINEERING CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No. 16, Jinniu District Road, Jinniu District Road, Chengdu, Sichuan Co-patentee after: No.2 Engineering Co., Ltd. of China Railway Erju Patentee after: China Railway No. 2 Engineering Group Co., Ltd. Address before: No. 16, Jinniu District Road, Jinniu District Road, Chengdu, Sichuan Co-patentee before: No.2 Engineering Co., Ltd. of China Railway Erju Patentee before: CHINA RAILWAY NO.2 BUREAU ENGINEERING CO., LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100623 |