CN113898014A - Underground engineering piping processing device and method - Google Patents
Underground engineering piping processing device and method Download PDFInfo
- Publication number
- CN113898014A CN113898014A CN202111299343.9A CN202111299343A CN113898014A CN 113898014 A CN113898014 A CN 113898014A CN 202111299343 A CN202111299343 A CN 202111299343A CN 113898014 A CN113898014 A CN 113898014A
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- Prior art keywords
- piping
- tubular structure
- filter
- filtering
- air bag
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/16—Restraining of underground water by damming or interrupting the passage of underground water by placing or applying sealing substances
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
- E02D31/04—Watertight packings for use under hydraulic pressure
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Pipe Accessories (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention discloses an underground engineering piping processing device, and belongs to the field of underground engineering piping processing. The invention comprises a body arranged at the piping position, wherein a tubular structure body is arranged on the body, a reverse filtering material is arranged in the tubular structure body, an extrusion mechanism for directionally pressing the reverse filtering material to the inside of the piping is arranged on the tubular structure body, and a filtering mechanism is arranged in the middle of the tubular structure body. When the plugging device is used, the tubular structure body is firstly installed on the outer side of the piping, the loose soil at the piping position is cleaned, then the reverse osmosis material is effectively squeezed into the piping through the squeezing mechanism, and whether plugging is finished or not is judged by judging whether sewage is discharged through the filtering pipe of the filtering mechanism.
Description
Technical Field
The invention relates to the technical field of underground engineering piping treatment, in particular to an underground engineering piping treatment device and a treatment method.
Background
In the process of excavation of the foundation pit, a bedding layer and rolling compaction are not carried out on the bottom of the foundation pit, so that a bottom plate does not have a good horizontal or vertical seepage-proofing structure, and the seepage pressure conduction generated by the seepage pressure difference between the water head inside the pit and the water head outside the pit can horizontally flow out along the weak silty clay or silty soil inside the pit to generate quicksand.
The generation of piping is related to uneven and discontinuous contact of the foundation soil in terms of thickness and granularity and thickness distribution, and particularly, the confined water has great difference with different stratums, flow rates and permeability in vertical rising permeation, so that fine-particle sandy soil on a contact surface can be taken away, and the contact surface is washed or earthed.
When confined water exists under the foundation pit and the foundation pit is excavated, the thickness of a waterproof layer coated on a water-bearing layer is reduced, and the water head pressure of the confined water can crack or break a foundation pit bottom plate to a certain degree, so that sudden surge, piping and seepage are caused, the foundation strength is finally damaged, and great difficulty is caused for construction. The piping and foundation pit piping can cause the base top crack, the netted or dendritic pore appears, the underground water gushes out, and soil grains and sand grains are also arranged, the foundation pit slope instability can be caused in serious cases, the surrounding buildings and the supporting structure are greatly settled and displaced, and as a result, the local part of the base is boiled, the piping water and the sand are blown out, the foundation pit water accumulation and the foundation pit soil disturbance cause great difficulty and potential safety hazards of the buildings.
The existing plugging measures are that a cofferdam is built outside a piping, loose soil is cleared at the piping, and then materials such as grains, bran, broken stones and the like are filled inside the cofferdam for plugging, so that the operation steps are complex and tedious, and the phenomenon of large-area settlement is easily caused.
Disclosure of Invention
The invention aims to solve the defects in the prior art, and therefore provides an underground engineering piping processing device and a processing method.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides an underground works piping processing apparatus, is including installing the body in piping department, installs the tubular structure on the body, and the inside of tubular structure is provided with anti-filter material, is provided with on the tubular structure and presses the extrusion mechanism of material to the inside directional pressure of piping of anti-filter, and the middle part of tubular structure is provided with filtering mechanism.
In the scheme of the application, the following innovations are made: the extrusion mechanism comprises a support body arranged on the inner wall of the tubular structure body, an inflating element arranged on the support body, and an air bag arranged below the support body and connected with the inflating element through a pipeline.
In the scheme of the application, the following innovations are made: the outer wall of the air bag is provided with anti-leakage bulges at equal intervals.
In the scheme of the application, the following innovations are made: the filtering mechanism comprises a filtering pipe movably arranged in the middle of the supporting body, a filtering hole is formed in the bottom of the filtering pipe, and a filtering net is arranged on the outer side of the filtering hole.
In the scheme of the application, the following innovations are made: the body is provided with a guide rail, the tubular structure body is slidably mounted on the guide rail, and the tubular structure body is provided with a locking piece for fixing the tubular structure body and the guide rail.
In the scheme of the application, the following innovations are made: the bottom of the tubular structure body is provided with a positioning part, and the tubular structure body is arranged on the periphery of the piping position through the positioning part.
In the scheme of the application, the following innovations are made: be provided with equidistant a plurality of spacing grooves that are provided with on this guide rail, the locking piece includes through round pin axle rotate install on tubular structure body and with the hook piece of spacing groove looks adaptation, should be provided with on the hook piece with round pin axle sliding fit's guide slot structure.
In the scheme of the application, the following innovations are made: the tubular structure is provided with a magnetic attraction structure for attracting the back of the hook body 12.
A processing method of an underground engineering piping processing device comprises the following processing steps:
firstly, loose soil at the piping is cleaned, the body is arranged on the periphery of the piping, the tubular structure is arranged on the outer side of the piping by adjusting the locking piece, the filter pipe is inserted under the middle part of the support body, the filter pipe is provided with a filter hole in advance, a filter screen is arranged on the outer side of the filter hole in advance, then, a reverse filter material is filled between the filter pipe and the air bag, the air bag is inflated by the inflating element, the reverse filter material is filled to the inner side of the piping by the air bag until the inside of the filter pipe is drained without water, the plugging work can be completed, the internal gas of the air bag is discharged completely, finally, the guide rail and the tubular structure are separated by adjusting the locking piece, and the tubular structure and the body are separated.
Compared with the prior art, the invention has the following beneficial effects:
1. the invention is provided with a tubular structure body, the inside of the tubular structure body is provided with a reverse filtering material, when in use, the tubular structure body is firstly arranged at the outer side of a piping to clean loose soil at the piping, then the reverse filtering material is effectively extruded into the piping through an extrusion mechanism, and whether plugging is finished is judged by judging whether sewage is discharged through a filtering pipe of the filtering mechanism.
2. The extrusion mechanism is arranged into the support body, the inflation element and the air bag, the inflation element is used for inflating the interior of the air bag, the reverse osmosis material is effectively pressed by the air bag and extruded into the piping, the anti-seepage bulge on the outer wall of the air bag is used for realizing the sealing installation with the tubular structural body, and meanwhile, the situation that the air bag is stressed to prevent the air bag from moving back can be avoided.
3. According to the invention, the limiting groove is formed in the guide rail, the locking piece is installed on the tubular structure body, the hook body of the locking piece rotates towards one side relative to the tubular structure body and is hooked with the limiting groove, after the locking piece is matched, the magnetic attraction structure is adsorbed on the back side of the hook body, the tubular structure body slides downwards along the guide groove and is installed on the outer side of the piping, the tubular structure body is accurately installed, and later-stage reverse osmosis materials can be squeezed into the inner side of the piping conveniently.
Drawings
FIG. 1 is a cross-sectional view of the overall structure of the present invention;
FIG. 2 is a view showing the connection between the hook and the guide rail according to the present invention;
fig. 3 is a top view of the overall structure of the present invention.
In the figure: 1. a body; 2. a tubular structure; 3. a reverse filtration material; 4. a support body; 5. an inflation element; 6. an air bag; 7. a filter tube; 8. a filter screen; 9. a guide rail; 10. a locking member; 11. a limiting groove; 12. a hook member; 13. and a guide groove structure.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Example (b): as shown in fig. 1 to 3, an underground engineering piping processing device comprises a body 1 installed at a piping, a tubular structure 2 is installed on the body 1, a reverse filter material 3 is arranged inside the tubular structure 2, the reverse filter material 3 comprises rice chaff, bran cake, grain filter material and concrete slurry from bottom to top in sequence, an extrusion mechanism for directionally pressing the reverse filter material 3 to the inside of the piping is arranged on the tubular structure 2, the extrusion mechanism comprises a support body 4 installed on the inner wall of the tubular structure 2 through bolts, an inflation element 5 (inflation pump) installed on the support body 4, and an air bag 6 installed below the support body 4 and connected with the inflation element 5 through a pipeline, and anti-leakage protrusions are arranged on the outer wall of the air bag 6 at equal intervals. The inside of the air bag 6 is inflated through the inflating element 5, so that the air bag 6 is expanded, the pre-filled reverse osmosis filter material 3 is extruded downwards, and the tubular structural body 2 and the air bag 6 can be in close contact through the complete expansion of the air bag 6, so that the material leakage is prevented.
And the middle part of the tubular structure body 2 is provided with a filtering mechanism, the filtering mechanism comprises a filtering pipe 7 movably arranged at the middle part of the supporting body 4, the bottom of the filtering pipe 7 is provided with a filtering hole, and the outer side of the filtering hole is provided with a filtering net 8. Utilize filter screen 8 to carry out filtration treatment to the filtration pore of filter tube 7, do benefit to and monitor inside at extrusion reverse osmosis material, when the shutoff was accomplished, the inside water discharge again of filter tube 7 can not.
In the specific implementation, the body 1 is firstly placed on the periphery of the piping, then the tubular structure 2 is installed on the outer side of the piping, the bottom of the tubular structure is inserted into the ground, then the air is filled into the air bag 6 through the inflation element 5, the reverse osmosis material 3 is extruded into the piping through the air bag 6, when the water is not discharged from the top of the filtering pipe 7 after the filtering pipe is extruded into the filtering pipe, the water is not discharged after waiting for 15 minutes to half an hour.
The following innovation is made in the scheme: as shown in fig. 1 and 2, the main body 1 is provided with a guide rail 9, the tubular structural body 2 is slidably mounted on the guide rail 9, the tubular structural body 2 is provided with a locking piece 10 for fixing the tubular structural body with the guide rail 9, and the bottom of the tubular structural body 2 is provided with a positioning part which is of a sawtooth structure and is mounted on the periphery of a piping through the positioning part. The tubular structural body 2 can be efficiently installed by adjusting the lock member 10, and inserted into the ground through the positioning portion. The guide rail 9 is provided with a plurality of spacing grooves 11 at equal intervals, the locking piece 10 comprises a hook piece 12 which is rotatably arranged on the tubular structural body 2 through a pin shaft and is matched with the spacing grooves 11, the hook piece 12 is provided with a guide groove structure 13 in sliding fit with the pin shaft, and the tubular structural body 2 is provided with a magnetic attraction structure 14 for attracting the back of the hook piece 12. When using, at first adjust tubular structure 2 to suitable height after, rotatory hook 12 causes top and spacing groove 11 adaptation, and after the adaptation, magnetic structure 14 can adsorb the back of hook 12 for stability after spacing groove 11 and the hook 12 adaptation, tubular structure 2 can move down along vertical direction afterwards, and the in-process can be followed guide groove structure 13 and is carried out the guide to the pintle and handled.
A processing method of an underground engineering piping processing device comprises the following processing steps:
firstly, loose soil at the piping is cleaned, the body 1 is arranged on the periphery of the piping, the tubular structural body 2 is arranged on the outer side of the piping by adjusting the locking piece 10, the filter pipe 7 is inserted under the middle part of the supporting body 4, the filter pipe 7 is provided with a filter hole in advance, the filter screen 8 is arranged on the outer side of the filter hole in advance, then the anti-filtering material 3 is filled between the filter pipe 7 and the air bag 6, the air bag 6 is inflated by the inflating element 5, the anti-filtering material 3 is filled to the inner side of the piping by the air bag 6 until no water is discharged from the inside of the filter pipe 7, the blocking work can be completed, the internal gas of the air bag 6 is discharged completely, finally, the guide rail 9 and the tubular structural body 2 are separated by adjusting the locking piece 10, and the tubular structural body 2 and the body 1 are separated.
The above description is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto. The substitution may be of partial structures, devices, method steps, or may be a complete solution. The technical solution and the inventive concept thereof according to the present invention should be equally replaced or changed within the protection scope of the present invention.
Claims (9)
1. The utility model provides an underground works piping processing apparatus which characterized in that, is including installing the body in piping department, installs the tubular structure on the body, and the inside of tubular structure is provided with anti-filter material, is provided with the extrusion mechanism of directionally exerting pressure to piping inside with anti-filter material on the tubular structure, and the middle part of tubular structure is provided with filter mechanism.
2. The device of claim 1, wherein the pressing mechanism comprises a support body mounted on an inner wall of the tubular structure, an inflatable element mounted on the support body, and an airbag mounted below the support body and connected to the inflatable element through a pipeline.
3. The device of claim 2, wherein the outer wall of the air bag is provided with anti-leakage protrusions at equal intervals.
4. The device for treating piping in underground works according to claim 3, wherein the filtering mechanism comprises a filtering pipe movably installed in the middle of the supporting body, the bottom of the filtering pipe is provided with filtering holes, and the outside of the filtering holes is provided with a filtering net.
5. The device of claim 4, wherein the body is provided with a guide rail, the tubular structure is slidably mounted on the guide rail, and the tubular structure is provided with a locking member for securing the tubular structure to the guide rail.
6. The device for treating piping in underground works according to claim 5, wherein the bottom of the tubular structure is provided with a positioning part, and the positioning part is arranged on the periphery of the piping.
7. The device for treating piping in an underground engineering as claimed in claim 6, wherein the guide rail is provided with a plurality of limiting grooves at equal intervals, the locking member comprises a hook member rotatably mounted on the tubular structure through a pin and adapted to the limiting grooves, and the hook member is provided with a guide groove structure slidably engaged with the pin.
8. The device of claim 7, wherein the tubular structure has a magnetic structure for attracting the back of the hook.
9. A method for treating the underground works piping treatment device according to claim 8, wherein the treatment steps are as follows:
firstly, loose soil at the piping is cleaned, the body is arranged on the periphery of the piping, the tubular structure is arranged on the outer side of the piping by adjusting the locking piece, the filter pipe is inserted under the middle part of the support body, the filter pipe is provided with a filter hole in advance, a filter screen is arranged on the outer side of the filter hole in advance, then, a reverse filter material is filled between the filter pipe and the air bag, the air bag is inflated by the inflating element, the reverse filter material is filled to the inner side of the piping by the air bag until the inside of the filter pipe is drained without water, the plugging work can be completed, the internal gas of the air bag is discharged completely, finally, the guide rail and the tubular structure are separated by adjusting the locking piece, and the tubular structure and the body are separated.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202111299343.9A CN113898014B (en) | 2021-11-04 | 2021-11-04 | Underground construction Cheng Guanchong processing device and processing method |
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CN202111299343.9A CN113898014B (en) | 2021-11-04 | 2021-11-04 | Underground construction Cheng Guanchong processing device and processing method |
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CN113898014A true CN113898014A (en) | 2022-01-07 |
CN113898014B CN113898014B (en) | 2023-01-17 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114941309A (en) * | 2022-06-16 | 2022-08-26 | 济南市水文中心(济南市水土保持监测站) | Dam piping plugging device and using method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN205662897U (en) * | 2015-12-08 | 2016-10-26 | 深圳科学高中 | A inflatable balloon conveyor for stopping up piping passageway |
CN205742237U (en) * | 2016-06-08 | 2016-11-30 | 中国建筑一局(集团)有限公司 | Deep basal pit construction piping processing apparatus |
CN113174982A (en) * | 2021-04-08 | 2021-07-27 | 中国十七冶集团有限公司 | Deep foundation pit piping plugging device and plugging method |
-
2021
- 2021-11-04 CN CN202111299343.9A patent/CN113898014B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN205662897U (en) * | 2015-12-08 | 2016-10-26 | 深圳科学高中 | A inflatable balloon conveyor for stopping up piping passageway |
CN205742237U (en) * | 2016-06-08 | 2016-11-30 | 中国建筑一局(集团)有限公司 | Deep basal pit construction piping processing apparatus |
CN113174982A (en) * | 2021-04-08 | 2021-07-27 | 中国十七冶集团有限公司 | Deep foundation pit piping plugging device and plugging method |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114941309A (en) * | 2022-06-16 | 2022-08-26 | 济南市水文中心(济南市水土保持监测站) | Dam piping plugging device and using method thereof |
CN114941309B (en) * | 2022-06-16 | 2024-04-12 | 济南市水文中心(济南市水土保持监测站) | Dam piping plugging device and use method thereof |
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CN113898014B (en) | 2023-01-17 |
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