CN210946858U - Concentric tube type high-pressure grouting device - Google Patents
Concentric tube type high-pressure grouting device Download PDFInfo
- Publication number
- CN210946858U CN210946858U CN201921847288.0U CN201921847288U CN210946858U CN 210946858 U CN210946858 U CN 210946858U CN 201921847288 U CN201921847288 U CN 201921847288U CN 210946858 U CN210946858 U CN 210946858U
- Authority
- CN
- China
- Prior art keywords
- pipe
- tube
- joint
- capsule
- concentric
- 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.)
- Active
Links
Images
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model discloses a concentric tube type high-pressure grouting device, which comprises a high-pressure grouting plug structure arranged inside a grouting hole and a concentric tube structure on the upper part of the high-pressure grouting plug structure, wherein the bottom end of the concentric tube structure is connected with the high-pressure grouting plug structure through an inner pipe joint and an outer pipe joint; the sealed pressurizing bin of the high-pressure grouting plug structure is connected with a water pressurizing pump used for providing high-pressure water through a high-pressure water pipe, an inner pipe of the concentric pipe structure penetrates through the whole device, the top end of the inner pipe is connected with a grouting device during use, a grout returning opening is formed in the top of an outer pipe of the concentric pipe structure, and the grout returning opening is connected with an outer circulation joint during use. The concentric tube type slurry inlet and outlet pipe adopts the mode of outer pipe screwed connection and inner pipe insertion, and has the advantages of simple processing and manufacture, convenient assembly and disassembly and high efficiency.
Description
Technical Field
The utility model relates to a concentric tube formula high pressure cementer belongs to grout construction engineering field.
Background
The grouting engineering is that cement, water, lime or other chemical material are made into slurry according to a certain proportion, and the slurry is pressed into the gap of rock mass or building through drilling hole by grouting machine to be cemented and hardened so as to attain the goal of antiseepage and reinforcement engineering.
The grouting method mainly comprises an orifice blocking method and a section top blocking grouting method, and is completed from top to bottom in sections. The blocking grouting method has two forms of circulation and pure pressure; at present, a grouting device used by a circulating grouting method adopts a hydraulic grouting plug with a separated and parallel slurry inlet pipe and a slurry return pipe, and has the problems of small pipe diameter, more joints, poor rigidity, complex installation procedures, low work efficiency, incapability of lowering the bottom of a hole or blocking due to winding of a plurality of pipes, and the like because the slurry inlet pipe, the slurry return pipe and the hydraulic pipe are parallel.
The grouting form is completed in a segmented mode from top to bottom, the grouting form is completed from top to bottom, a section of drilling hole with different depths ranging from 2m to 8m is completed, the drilling device in the hole is lifted, the grouting device is installed below the drilling hole, the grouting is performed on the section, the grouting device is pulled out after grouting is completed, the grouting device is lowered into the drilling hole to continue drilling on the next section, and the operation is circulated until the required grouting depth is achieved. The grouting mode has the advantages of complex working procedures, low working efficiency and large slurry loss. For grouting holes with large depth, the problems of low work efficiency and large loss of the method are particularly prominent.
SUMMERY OF THE UTILITY MODEL
The utility model aims to change the parallel structural form of the slurry inlet and return pipes of the traditional circulating grouting device, simplify the installation and connection mode and steps, eliminate the blocking risk of pipelines of the grouting device and improve the adaptability of the grouting device to different hole depths, particularly deep holes; meanwhile, due to the improvement of the grouting device, the reliability is improved, the segmented grouting from bottom to top can be realized, namely, the grouting device is arranged below the drilling device to the hole bottom section after the drilling device is lifted out, and the segmented grouting from bottom to top is performed sequentially, so that the drilling grouting construction procedure can be simplified, the drilling grouting efficiency is improved, the grout loss is reduced, and the construction cost is saved.
In order to realize the technical characteristics, the purpose of the utility model is realized as follows: a concentric tube type high-pressure grouting device comprises a high-pressure grouting plug structure arranged in a grouting hole and a concentric tube structure arranged at the upper part of the high-pressure grouting plug structure, wherein the bottom end of the concentric tube structure is connected with the high-pressure grouting plug structure through an inner tube connector and an outer tube connector; the sealed pressurizing bin of the high-pressure grouting plug structure is connected with a water pressurizing pump used for providing high-pressure water through a high-pressure water pipe, an inner pipe of the concentric pipe structure penetrates through the whole device, the top end of the inner pipe is connected with a grouting device during use, a grout returning opening is formed in the top of an outer pipe of the concentric pipe structure, and the grout returning opening is connected with an outer circulation joint during use.
The concentric tube structure comprises an outer tube, an inner tube is embedded in the outer tube and is coaxially arranged; the outer pipe and the inner pipe are assembled and connected through the joints of the inner pipe and the outer pipe.
The inner pipe joint and the outer pipe joint comprise connecting outer pipes, inner pipe supporting plates are arranged at two ends of each connecting outer pipe, connecting inner pipes are arranged at the centers of the two inner pipe supporting plates, a plurality of through holes are uniformly distributed and processed on the inner pipe supporting plates, a slurry return channel is formed between each connecting outer pipe and each connecting inner pipe, top connecting threaded columns and bottom connecting threaded columns are respectively processed outside two ends of each connecting outer pipe, the top connecting threaded columns are in threaded connection with the inner threads of the upper-section outer pipe, and the bottom connecting threaded columns are in threaded connection with the inner threads of the lower-section outer pipe; the top of the connecting inner pipe is provided with an inserting stepped hole for inserting the bottom end of the upper section inner pipe, and the bottom of the connecting inner pipe is provided with an inner pipe connecting threaded hole for connecting the top end of the lower section inner pipe; a grouting passage is formed at the center of the connecting inner pipe.
The high-pressure grouting plug structure comprises a plunger inner tube, and the plunger inner tube is fixedly connected with a concentric tube structure at the top of the plunger inner tube through an inner tube joint and an outer tube joint and is fixedly arranged on an inner tube connecting threaded hole of the inner tube joint and the outer tube joint; the plunger outer pipe is sleeved outside the plunger inner pipe, the top end of the plunger outer pipe is fixedly connected with a bottom connecting threaded column of an inner pipe joint and an outer pipe joint through threaded matching, a rubber capsule capable of expanding under high pressure is sleeved outside the plunger outer pipe, one end of the top of the rubber capsule is fixedly connected with the plunger outer pipe through a capsule fixing joint, and one end of the bottom of the rubber capsule is connected with the plunger outer pipe through a capsule sliding joint; the capsule fixing joint is provided with a hydraulic pipe joint communicated with the interior of the rubber capsule, and the hydraulic pipe joint is communicated with a high-pressure water pipe.
The capsule fixed joint comprises a fixing ring sleeved outside the plunger outer tube, the bottom end of the fixing ring is connected with a conical extrusion inner tube, the conical end of the bottom of the conical extrusion inner tube is connected with the top end of the rubber capsule in a plug-in mounting mode, and an outer hoop steel tube is sleeved outside the conical extrusion inner tube and fastened and connected with the rubber capsule.
The capsule sliding joint is arranged outside the plunger outer tube in a sliding mode through a plurality of inner annular sealing rings, the top of the capsule sliding joint is connected with the conical extrusion inner tube connected to the bottom end of the rubber capsule through threads, and the outer annular sealing rings are arranged on the end faces of the capsule sliding joint and the end faces of the capsule sliding joint which are combined to seal the capsule sliding joint.
The rubber capsule comprises an inner rubber layer, a middle rubber layer, two steel wire braided layers and an outer rubber layer, and the plunger outer tube, the plunger inner tube, the rubber capsule, the capsule fixed joint and the capsule sliding joint form a sealed pressurizing bin which is resistant to hydraulic pressure and at least 20 MPa.
And a plurality of top annular sealing rings are arranged between the bottom end of the inner pipe and the insertion stepped holes of the inner pipe joint and the outer pipe joint.
The utility model discloses there is following beneficial effect:
1. the utility model discloses a concentric tube structure advances back thick liquid mode, place the big footpath outer tube in the path inner tube in, use the inner tube as advancing the thick liquid pipe, the annular clearance between inner tube and outer tube is the back thick liquid passageway, changed the circulation mode that traditional advance thick liquid pipe, back thick liquid pipe, hydraulic pressure pipe were abreast, improved advance back thick liquid pipe rigidity and concentricity, can effectively avoid appearing card pipe in the installation, can not reach the hole bottom and can not carry out the risk, improved the adaptability of cementer to the hole depth greatly, especially suitable carry out deep hole grout; the concentric tube type slurry inlet and outlet pipe adopts the mode of outer pipe screwed connection and inner pipe insertion, and has the advantages of simple processing and manufacture, convenient assembly and disassembly and high efficiency.
2. The utility model discloses a hydraulic pressure formula high pressure grout plug structure, the accessible is adjusted the deformation of hydraulic pressure control high pressure rubber capsule, pressurizes when the grout, utilizes high pressure rubber capsule inflation deformation to plug up the grout hole, reduces water pressure after having grouted, utilizes high pressure rubber tube shrinkage deformation to take out cementer, realizes cementer repeatedly usable.
3. The utility model discloses it is big to utilize concentric tube formula to advance back grouting pipe rigidity, and water pressure formula rubber tube grout stopper repeatedly usable's characteristics have provided the grouting method of formula from bottom to top, have changed traditional grouting process, have simplified the grout construction process greatly, have improved grouting efficiency, have reduced the thick liquid loss, save construction cost.
Drawings
The present invention will be further explained with reference to the drawings and examples.
Fig. 1 is a schematic cross-sectional view of the present invention.
Fig. 2 is a connection structure diagram of the concentric tube structure of the present invention.
Figure 3 is the utility model discloses high pressure grout stopper structural connection structure picture.
Fig. 4 is a structural view of the inner and outer pipe joints of the present invention.
Fig. 5 is the utility model discloses drilling construction picture in the construction.
FIG. 6 is the construction drawing of the grouting device installed and connected in sections and drilled in the construction of the utility model.
Fig. 7 is the utility model discloses the mounting hole extrinsic cycle connects construction drawing in the construction.
Fig. 8 is the utility model discloses the effect picture that blocks after pressurizeing to high pressure grout stopper structure in the construction.
Fig. 9 is the process diagram of the grouting operation in the construction of the utility model.
Fig. 10 is a process diagram of the pressure-relief loose plug up-lifting grouting device in the construction of the utility model.
Fig. 11 is a process diagram of the utility model of pressurizing the grouting once again in construction.
In the figure: the grouting device comprises a grouting hole 1, an inner pipe 2, an outer pipe 3, an inner pipe joint and an outer pipe joint 4, a top annular sealing ring 5, a plunger outer pipe 6, a plunger inner pipe 7, a rubber capsule 8, a capsule fixing joint 9, a capsule sliding joint 10, a hydraulic pipe joint 11, a high-pressure water pipe 12, a water pressure pump 13 and a grout return port 14;
4-1 parts of inner pipe supporting plates, 4-2 parts of through holes, 4-3 parts of plug-in stepped holes, 4-4 parts of top connecting threaded columns, 4-5 parts of connecting outer pipes, 4-6 parts of slurry return channels, 4-8 parts of grouting channels, 4-9 parts of inner pipe connecting threaded holes and 4-10 parts of bottom connecting threaded columns;
the device comprises a fixing ring 9-1, a conical extrusion inner pipe 9-2, an outer hoop steel pipe 9-3, an outer annular sealing ring 9-4 and an inner annular sealing ring 9-5.
Detailed Description
The following describes embodiments of the present invention with reference to the accompanying drawings.
Referring to fig. 1-4, a concentric tube type high pressure grouting apparatus includes a high pressure grouting plug structure disposed inside a grouting hole 1 and a concentric tube structure on the upper portion thereof, the bottom end of the concentric tube structure is connected to the high pressure grouting plug structure through an inner and outer tube joint 4, the high pressure grouting plug structure is integrally disposed at the bottom of the concentric tube structure and has a sealed pressurizing chamber; the sealed pressurizing bin of the high-pressure grouting plug structure is connected with a pressurized water pump 13 for providing high-pressure water through a high-pressure water pipe 12, the inner pipe 2 of the concentric pipe structure penetrates through the whole device, the top end of the inner pipe is connected with a grouting device when the high-pressure grouting plug structure is used, the top of the outer pipe 3 of the concentric pipe structure is provided with a grout return opening 14, and the grout return opening 14 is connected with an outer circulation joint when the high-pressure grouting plug structure is used. Through adopting the high-pressure grouting device of above-mentioned structure, it adopts concentric tube structure, changes the structural style that traditional circulating cementer advances the mud return pipe and stands side by side, simplifies installation connected mode and step, eliminates cementer pipeline card and hinders the risk, improves the adaptability of cementer to different hole depths especially deep hole. Can form block structure at the grout in-process through adopting high pressure grout stopper structure, and then guaranteed that it can follow the hole bottom section, segment grouting from bottom to top in proper order can simplify drilling grout construction procedure, improves drilling grout efficiency, reduces the thick liquid loss, saves construction cost.
Further, the concentric tube structure comprises an outer tube 3, an inner tube 2 is nested in the outer tube 3 and is coaxially arranged; the outer pipe 3 and the inner pipe 2 are assembled and connected through an inner pipe joint and an outer pipe joint 4. By adopting the nested concentric arrangement of the outer pipe 3 and the inner pipe 2, the annular gap between the inner pipe 2 and the outer pipe 3 is a slurry return channel, the parallel circulating mode of the traditional slurry inlet pipe, the slurry return pipe and the hydraulic pipe is changed, the rigidity and the concentricity of the slurry inlet and return pipe are improved, the risks that the pipe is clamped, the bottom of the hole cannot be lowered and the pipe cannot be lifted in the installation process can be effectively avoided, the adaptability of the grouting device to the hole depth is greatly improved, and the grouting device is particularly suitable for deep hole grouting; the concentric tube type slurry inlet and outlet pipe adopts the mode of outer pipe screwed connection and inner pipe insertion, and has the advantages of simple processing and manufacture, convenient assembly and disassembly and high efficiency.
Preferably, the inner pipe 2 is a slurry inlet channel to realize the function of grouting to the bottom of the hole, the inner diameter of the inner pipe is 15-25 mm, the wall thickness of the inner pipe is 2-5 mm, the inner diameter of the outer pipe 3 is 5-10 mm larger than the outer diameter of the inner pipe 2, and the inner pipe is made of a seamless steel pipe; the annular gap between the outer pipe 3 and the inner pipe 2 is a slurry return channel, and slurry returns from the bottom of the hole to the outlet through the annular gap. The inner pipe joint 4 and the outer pipe joint 3 are in threaded connection with the inner pipe 2; the other end of the inner pipe is in embedded sleeve joint with the inner pipe joint and the outer pipe joint 4, and 1-2 top annular sealing rings 5 are radially adopted for sealing.
Further, the inner pipe joint and the outer pipe joint 4 comprise connecting outer pipes 4-5, inner pipe supporting plates 4-1 are arranged at two ends of each connecting outer pipe 4-5, a connecting inner pipe 4-7 is arranged at the center of each inner pipe supporting plate 4-1, a plurality of through holes 4-2 are uniformly formed in each inner pipe supporting plate 4-1, a slurry return channel 4-6 is formed between each connecting outer pipe 4-5 and each connecting inner pipe 4-7, top connecting threaded columns 4-4 and bottom connecting threaded columns 4-10 are respectively arranged outside two ends of each connecting outer pipe 4-5, the top connecting threaded columns 4-4 are in threaded connection with the internal threads of the upper section outer pipe 3, and the bottom connecting threaded columns 4-10 are in threaded connection with the internal threads of the lower section outer pipe 3; the top of the connecting inner pipe 4-7 is provided with an inserting stepped hole 4-3 for inserting the bottom end of the upper section inner pipe 2, and the bottom of the connecting inner pipe 4-7 is provided with an inner pipe connecting threaded hole 4-9 for connecting the top end of the lower section inner pipe 2; a grout passage 4-8 is formed at the center of the connecting inner pipe 4-7. The butt joint between the outer pipe 3 and the inner pipe 2 can be realized through the inner pipe joint and the outer pipe joint 4, and stable grouting and grout return can be formed between the outer pipe and the inner pipe.
Further, the high-pressure grouting plug structure comprises a plunger inner tube 7, wherein the plunger inner tube 7 is fixedly connected with a concentric tube structure at the top of the plunger inner tube through an inner tube joint 4 and an outer tube joint 4 and is fixedly arranged on an inner tube connecting threaded hole 4-9 of the inner tube joint 4; the plunger outer tube 6 is sleeved outside the plunger inner tube 7, the top end of the plunger outer tube 6 is fixedly connected with the bottom connecting threaded columns 4-10 of the inner tube connector and the outer tube connector 4 through threaded matching, a rubber capsule 8 capable of expanding under high pressure is sleeved outside the plunger outer tube 6, one end of the top of the rubber capsule 8 is fixedly connected with the plunger outer tube 6 through a capsule fixing connector 9, and one end of the bottom of the rubber capsule 8 is connected with the plunger outer tube 6 through a capsule sliding connector 10; the capsule fixing joint 9 is provided with a hydraulic pipe joint 11 communicated with the interior of the rubber capsule 8, and the hydraulic pipe joint 11 is communicated with a high-pressure water pipe 12. Through foretell high-pressure grout stopper structure mainly used right, in the grout in-process, carry out the shutoff to the upper portion in grout hole 1, and then form stable high-pressure tank oar environment.
In the plugging process, when water is injected into the pressurizing bin through the high-pressure water pipe 12 and the hydraulic pipe joint 11 and pressurized through the water pressurizing pump 13, the capsule sliding joint 10 slides upwards along the plunger outer pipe 6, and the rubber capsule 8 expands and deforms to cling to the hole wall, so that slurry is prevented from flowing out along the gap of the hole wall; after the water pump 13 discharges water and reduces pressure, the capsule sliding joint 10 slides down along the plunger outer tube 6, the rubber capsule 8 contracts and is separated from the hole wall.
Further, the capsule fixing joint 9 comprises a fixing ring 9-1 sleeved outside the plunger outer tube 6, the bottom end of the fixing ring 9-1 is connected with a conical extrusion inner tube 9-2, the conical end of the bottom of the conical extrusion inner tube 9-2 is connected with the top end of the rubber capsule 8 in an inserted manner, and an outer hoop steel tube 9-3 is sleeved outside the conical extrusion inner tube and fixedly connected with the conical extrusion inner tube. The top of the rubber capsule 8 can be effectively fixedly sealed by the capsule fixing joint 9.
Further, the capsule sliding joint 10 is slidably sleeved outside the plunger outer tube 6 through a plurality of inner annular sealing rings 9-5, the top of the capsule sliding joint 10 is in threaded connection with a conical extrusion inner tube 9-2 connected to the bottom end of the rubber capsule 8, and an outer annular sealing ring 9-4 is arranged on the combined end face of the capsule sliding joint and the inner tube for sealing. Through the capsule sliding joint 10, sliding sealing can be formed, and normal contraction and expansion of the rubber capsule 8 can be further ensured.
Further, rubber capsule 8 comprises inner rubber layer, well glue film, two-layer steel wire weaving layer and outer glue film, the sealed pressurized storehouse that plunger outer tube 6, plunger inner tube 7, rubber capsule 8, capsule fixed joint 9 and capsule sliding joint 10 constitute, its resistant hydraulic pressure is at least 20 MPa. The rubber capsule 8 ensures that it can block the grouting hole 1 after expansion.
Furthermore, a plurality of top annular sealing rings 5 are arranged between the bottom end of the inner pipe 2 and the insertion stepped holes 4-3 of the inner pipe joint and the outer pipe joint 4. The bottom of the inner tube 2 can be sealed by the top annular seal 5 described above.
Example 2:
as shown in fig. 5 to 11, the grouting method of the concentric tube type high pressure grouting apparatus includes the steps of:
step1, drilling: drilling the grouting hole 1, wherein the hole diameter of the drilled hole is not less than 60mm, and the depth meets the requirement;
step2, connecting the grouting plug to block the pipeline: connecting a high-pressure water pipe 12 to a hydraulic pipe joint 11 on the ground, and connecting the high-pressure water pipe 12 with a water pump 13 to form a pressurizing and plugging system;
step3, connecting and installing the grouting device in the hole in sections: connecting the high-pressure grouting plug structure and the concentric pipe structure according to joints, and putting the high-pressure grouting plug structure and the concentric pipe structure into the grouting hole 1 until the top of the bottommost grouting section;
step4, installing an orifice external circulation joint: at the slurry return port 14, the slurry return port 14 is connected with an external circulation joint so as to be communicated with a concentric tube structure;
step5, pressurized occlusion: a water pressure pump 13 is adopted to press water into a sealed pressurizing bin of a high-pressure grouting plug structure, the pressurizing pressure is 2 MPa-8 MPa, so that the rubber capsule 8 is expanded and deformed to be tightly attached to the hole wall of the grouting hole 1, and the grout is prevented from flowing out along the gap of the hole wall; when grouting, if the grouting device in the hole slips, pressurizing can be continued until the grouting device cannot slip any more;
step6, grouting operation: after the blockage is successful, grouting operation is carried out through the inner pipe 2 of the concentric pipe structure;
step7, pressure relief and plug loosening and grouting device lifting: after the grouting of the section is finished, a pressure relief valve on the water pressure pump 13 is loosened, so that the high-pressure grouting plug is loosened, at the moment, the capsule sliding joint 10 slides downwards along the outer tube 6 of the plunger, the rubber capsule 8 contracts, is separated from the grouting hole 1, and a concentric tube with a certain length is formed in the hole;
and Step8, repeating the steps 5-7, and realizing the segmented grouting from bottom to top.
Claims (8)
1. The utility model provides a concentric tube formula high pressure cementer which characterized in that: the high-pressure grouting plug structure comprises a high-pressure grouting plug structure arranged in a grouting hole (1) and a concentric tube structure arranged at the upper part of the high-pressure grouting plug structure, wherein the bottom end of the concentric tube structure is connected with the high-pressure grouting plug structure through an inner tube connector and an outer tube connector (4), and the high-pressure grouting plug structure is integrally arranged at the bottom of the concentric tube structure and is provided with a sealing pressurization bin; the sealed pressurizing bin of the high-pressure grouting plug structure is connected with a pressurized water pump (13) used for providing high-pressure water through a high-pressure water pipe (12), an inner pipe (2) of the concentric pipe structure penetrates through the whole device, the top end of the inner pipe is connected with a grouting device during use, a grout return opening (14) is formed in the top of an outer pipe (3) of the concentric pipe structure, and the grout return opening (14) is connected with an outer circulation joint during use.
2. The concentric tube type high pressure grouting device according to claim 1, characterized in that: the concentric tube structure comprises an outer tube (3), and an inner tube (2) is nested in the outer tube (3) and is coaxially arranged; the outer pipe (3) and the inner pipe (2) are assembled and connected through an inner pipe joint and an outer pipe joint (4).
3. The concentric tube type high pressure grouting device according to claim 1 or 2, characterized in that: the inner pipe joint and the outer pipe joint (4) comprise connecting outer pipes (4-5), inner pipe supporting plates (4-1) are arranged at two ends of each connecting outer pipe (4-5), connecting inner pipes (4-7) are arranged at the centers of the two inner pipe supporting plates (4-1), a plurality of through holes (4-2) are uniformly distributed and processed on the inner pipe supporting plates (4-1), a slurry return channel (4-6) is formed between the connecting outer pipe (4-5) and the connecting inner pipe (4-7), the top connecting threaded column (4-4) and the bottom connecting threaded column (4-10) are respectively processed outside the two ends of the connecting outer pipe (4-5), the top connecting threaded column (4-4) is in threaded connection with the internal thread of the upper outer tube (3), the bottom connecting threaded column (4-10) is in threaded connection with the internal thread of the lower outer tube (3); the top of the connecting inner pipe (4-7) is provided with an inserting stepped hole (4-3) for inserting the bottom end of the upper section inner pipe (2), and the bottom of the connecting inner pipe (4-7) is provided with an inner pipe connecting threaded hole (4-9) for connecting the top end of the lower section inner pipe (2); a grouting passage (4-8) is formed in the center of the connecting inner pipe (4-7).
4. The concentric tube type high pressure grouting device according to claim 1, characterized in that: the high-pressure grouting plug structure comprises a plunger inner tube (7), wherein the plunger inner tube (7) is fixedly connected with a concentric tube structure at the top of the plunger inner tube through an inner tube connector and an outer tube connector (4) and is fixedly arranged on inner tube connecting threaded holes (4-9) of the inner tube connector and the outer tube connector (4); the plunger outer tube (6) is sleeved outside the plunger inner tube (7), the top end of the plunger outer tube (6) is fixedly connected with bottom connecting threaded columns (4-10) of the inner tube joint and the outer tube joint (4) through threaded matching, a rubber capsule (8) capable of expanding under high pressure is sleeved outside the plunger outer tube (6), one end of the top of the rubber capsule (8) is fixedly connected with the plunger outer tube (6) through a capsule fixing joint (9), and one end of the bottom of the rubber capsule (8) is connected with the plunger outer tube (6) through a capsule sliding joint (10); the capsule fixing joint (9) is provided with a hydraulic pipe joint (11) communicated with the interior of the rubber capsule (8), and the hydraulic pipe joint (11) is communicated with a high-pressure water pipe (12).
5. The concentric tube type high pressure grouting device according to claim 4, characterized in that: the capsule fixing joint (9) comprises a fixing ring (9-1) sleeved outside the plunger outer tube (6), the bottom end of the fixing ring (9-1) is connected with a conical extrusion inner tube (9-2), the conical end of the bottom of the conical extrusion inner tube (9-2) is connected with the top end of the rubber capsule (8) in a plug-in mode, and an outer hoop steel tube (9-3) is sleeved outside the conical extrusion inner tube and fixedly connected with the conical extrusion inner tube.
6. The concentric tube type high pressure grouting device according to claim 4, characterized in that: the capsule sliding joint (10) is sleeved outside the plunger outer pipe (6) in a sliding mode through a plurality of inner annular sealing rings (9-5), the top of the capsule sliding joint (10) is connected with a conical extrusion inner pipe (9-2) connected to the bottom end of the rubber capsule (8) through threads, and an outer annular sealing ring (9-4) is arranged on the end face combined with the top of the capsule sliding joint and used for sealing.
7. The concentric tube type high pressure grouting device according to claim 4, 5 or 6, wherein: rubber capsule (8) are by interior glue film, well glue film, two-layer steel wire weaving layer and outer glue film composition, the sealed pressure storehouse that plunger outer tube (6), plunger inner tube (7), rubber capsule (8), capsule fixed joint (9) and capsule sliding joint (10) constitute, its resistant hydraulic pressure is at least 20 MPa.
8. The concentric tube type high pressure grouting device according to claim 1, characterized in that: and a plurality of top annular sealing rings (5) are arranged between the bottom end of the inner pipe (2) and the insertion stepped holes (4-3) of the inner pipe joint and the outer pipe joint (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921847288.0U CN210946858U (en) | 2019-10-30 | 2019-10-30 | Concentric tube type high-pressure grouting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921847288.0U CN210946858U (en) | 2019-10-30 | 2019-10-30 | Concentric tube type high-pressure grouting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210946858U true CN210946858U (en) | 2020-07-07 |
Family
ID=71378100
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921847288.0U Active CN210946858U (en) | 2019-10-30 | 2019-10-30 | Concentric tube type high-pressure grouting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210946858U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593290A (en) * | 2019-10-30 | 2019-12-20 | 中国三峡建设管理有限公司 | Concentric tube type high-pressure grouting device and grouting method |
| CN112253170A (en) * | 2020-09-23 | 2021-01-22 | 中煤科工集团西安研究院有限公司 | Coal mining curtain grouting device and grouting method thereof |
-
2019
- 2019-10-30 CN CN201921847288.0U patent/CN210946858U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593290A (en) * | 2019-10-30 | 2019-12-20 | 中国三峡建设管理有限公司 | Concentric tube type high-pressure grouting device and grouting method |
| CN110593290B (en) * | 2019-10-30 | 2024-03-29 | 中国三峡建工(集团)有限公司 | Concentric tube type high-pressure grouting device and grouting method |
| CN112253170A (en) * | 2020-09-23 | 2021-01-22 | 中煤科工集团西安研究院有限公司 | Coal mining curtain grouting device and grouting method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106761835B (en) | A kind of Karst Tunnel leak segmenting slip casting construction method | |
| CN210946858U (en) | Concentric tube type high-pressure grouting device | |
| CN110259383B (en) | Advancing drilling and grouting integrated device and using method | |
| CN111322107A (en) | Secondary grouting plugging device in drilling | |
| CN110593290B (en) | Concentric tube type high-pressure grouting device and grouting method | |
| CN111549757B (en) | Grouting reinforcement method suitable for soft filler karst cave | |
| CN110529155A (en) | A kind of drill bit only starches drilling rod and is segmented retrusive grouting method | |
| CN107842346B (en) | Sealed working barrel in composite type insertion pipe of oil-water well | |
| CN111549756B (en) | Grouting reinforcement equipment for karst soft filler | |
| CN112377242B (en) | Method for synchronously extracting and displacing gas in soft coal seam by repeated hydraulic fracturing | |
| CN112917660B (en) | Efficient anti-blocking backflow grouting pipe and method | |
| CN109707327A (en) | Concentric double-tube separate injection pressurized operation string | |
| CN109267943B (en) | Tieback tubular column | |
| CN212129147U (en) | Multi-section sleeve valve pipe layered grouting device | |
| CN111648789A (en) | Double-pipe hole bottom grouting device and installation and grouting method thereof | |
| CN111622782A (en) | PVC pipe hole bottom grouting device and installation and grouting method thereof | |
| CN105804690B (en) | In-situ leaching process drilling inverse water mud device | |
| CN109252834B (en) | Concentric double-channel long-acting layered water injection device and method | |
| CN110593878A (en) | Backfill slip casting system behind wall for shaft boring machine | |
| CN210068073U (en) | Selective profile control and flooding tubular column for multilayer heterogeneous oil reservoir | |
| CN211143179U (en) | Fractional pressing-in type recharge well structure | |
| CN109779588B (en) | Steam injection, leakage-proof back flushing and production integrated tubular column for thermal production well | |
| CN108643898B (en) | Drilling single loop based on the detection of overlying strata water flowing fractured zone presses water control system | |
| CN110500060A (en) | A kind of quick grouting device of segmentation protrusive drilling rod, system and grouting method | |
| CN208346871U (en) | Block type lifts deformation observing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |