CN102221712A - Automatic testing method of wire line coring drilling hoisting-free pressurized water test - Google Patents
Automatic testing method of wire line coring drilling hoisting-free pressurized water test Download PDFInfo
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- CN102221712A CN102221712A CN2011100648097A CN201110064809A CN102221712A CN 102221712 A CN102221712 A CN 102221712A CN 2011100648097 A CN2011100648097 A CN 2011100648097A CN 201110064809 A CN201110064809 A CN 201110064809A CN 102221712 A CN102221712 A CN 102221712A
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Abstract
The invention relates to an automatic testing method of a wire line coring drilling hoisting-free pressurized water test. The method effectively solves the problems of accurately measuring the pressure in a pressurized water test section and fully exerting the advantages of automatic testing of the wire line coring drilling hoisting-free and pressurized water test. The method comprises the following steps of: drilling a rock by using a drilling tool, taking out the rock core when the drilled hole reaches the test length, uplifting a hollow drill rod, hoisting a pressurized water test embolism by using an inflatable rubber tube, filling the pressurized water test embolism into the hollow drill rod, making the pressurized water test embolism extend out of a drill bit at the lower part of the hollow drill rod, communicating the inflatable rubber tube and a nitrogen cylinder, charging air to the embolism, closing the hollow drill rod and the drilled hole, connecting a pressure sensor of the test section and a flow sensor outside the drilled hole to a pressurized water test comprehensive tester through cables, sealing with an orifice sealer, pressurizing water to the drilled hole section by using a water pump through the orifice sealer and the hollow drill rod, and acquiring data. According to the automatic testing method disclosed by the invention, wire line coring, pressurized water test and automatic testing are fused together, therefore the exploration quality and the exploration efficiency of deep holes in water conservancy and water electricity are greatly improved, and the labor intensity is effectively reduced.
Description
Technical field
The present invention relates to the engineering investigation method, the pressure of the drill water test automatic test approach is not carried in particularly a kind of wire line coring boring.
Background technology
In the engineering investigation work, it is a kind of drilling technology very efficiently that wire line coring creeps into.In drilling process, after core is full of core barrel, need not carry wammel, but be passage with the drilling rod, by means of special-purpose fishing tools such as ropes, the core in the core barrel in being stored in the drilling process is risen to outside the hole.Because this method does not need all drilling rods are risen to outside the hole, so greatly reduced the time of drilling, has reduced labour intensity significantly yet.This technology is at mineral products, and industries such as coal, oil have obtained using widely, have obtained significant effect.
But, the Hydraulic and Hydro-Power Engineering exploration is because the singularity of himself, the wire line coring drilling technology does not obtain excellent popularization, water conservancy and hydropower exploration need be carried out various physico-mechanical propertieses tests and hydrogeological test usually, and wherein packer permeability test (5m is a test section) is that the in-situ testing method used always is to obtain hydrogeologic data.Usually water-pressurizing test method is to creep into end and drilling rod after whole the proposition, is lowered to setting-out embolism and water filling conduit again in the hole section, tests then; This test routine is difficult to the advantage that the performance wire line coring creeps into, this experimental technique can not accurately reflect the pressure in the setting-out examination section simultaneously, if can be in conjunction with the characteristics of water conservancy and hydropower exploration, the packer permeability test automatic test technology of wammel is not carried in design, just can well can obtain high-precision test figure simultaneously with this efficient drilling technology graft application of wire line coring to the water conservancy and hydropower exploration engineering.
Summary of the invention
At above-mentioned situation, for overcoming the defective of prior art, the present invention's purpose just provides a kind of wire line coring boring and does not carry the pressure of the drill water test automatic test approach, can effectively solve the pressure in the accurate mensuration packer permeability test section, give full play to the advantage problem that wire line coring is not proposed brill and the automatic test of packer permeability test.
The technical scheme that the present invention solves is, packer permeability test embolism and port seal at first are set, hole on rock by drilling machine again, when boring reaches test length, take out core, to carry on the hollow drill in the boring, and then hang the packer permeability test embolism with the inflation sebific duct, communicate in inflation sebific duct and the packer permeability test embolism, and the packer permeability test embolism packed in the hollow drill, the seal capsule on packer permeability test embolism top places in the hollow drill, the seal capsule of packer permeability test embolism bottom stretches out outside the drill bit of hollow drill bottom, place in the boring, then, to inflate sebific duct and nitrogen cylinder connects, upper-lower seal capsule inflation to embolism, closed hollow drilling rod and boring, afterwards, the pressure transducer of test section and the flow sensor of boring outside are connect on the packer permeability test comprehensive tester through cable, and by the port seal hermetically-sealed cable, then by water pump by port seal and hollow drill internal channel to the boring section setting-out that separates, and according to packer permeability test rules image data, after the data acquisition, the embolism release, carry to the face of land, continue drilling test then.
The present invention is simple to operate, practical, can fully play wire line coring and creep into the advantage of not carrying brill, with wire line coring and packer permeability test and automatically test well be fused to together, can significantly improve the exploration quality and the efficient of water conservancy and hydropower medium-length hole, effectively reduce labour intensity.
Description of drawings
Fig. 1 is water-pressurizing test method apparatus and process figure of the present invention.
Fig. 2 is packer permeability test embolism structure figure of the present invention.
Fig. 3 is a port seal structural profile front view of the present invention.
Embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present invention is elaborated.
Provided by Fig. 1, the present invention is realized by following steps in concrete enforcement:
A. design the packer permeability test embolism, structure is seen shown in Figure 2, this embolism is contained on the core pipe 7 by top capsule 4 and bottom capsule 5, and is linked together by steel sleeve 8, after the top capsule expands, drill pipe bore in order to the sealing drilling tool, the bottom capsule is under non-expansion state, and diameter is littler than drill bit 3 internal diameters, can pass through drill bit smoothly, place in the boring 1, can seal boring after the expansion;
B. design aperture sealer (device), its structure is seen shown in Figure 3, its structure is a body 23, parallel inflation sebific duct passage 25 and cable passage 24 are vertically arranged, the intake tunnel 26 that is connected with cable passage is laterally arranged, be used for sealing inflation sebific duct and pressure transducer cable and to test section 17 setting-out;
C. boring: with drilling tool (drilling machine) boring, drilling depth according to actual conditions have have deeply shallow, comprising test section and non-test section, test section length is generally 3-6m, be a test section preferably with 5m, as shown in Figure 1, when boring reaches test length, by the rope removal of core, will carry 6m on the hollow drill in the hole 2 then;
D. the packer permeability test embolism is hung with inflation sebific duct 10, and by inflating sebific duct with top capsule and the connection of bottom capsule, then the packer permeability test embolism is packed in the hollow drill endoporus, the top capsule places the hollow drill endoporus, the steel sleeve 8 of packer permeability test embolism is sitting on the interior step of hollow boring bit, the bottom capsule places in the boring by the hollow boring bit of hollow drill bottom, then at dress aperture, hollow drill top sealer 9;
E. inflating the inflation sebific duct passage 25 that sebific duct 10 passes the aperture sealer is connected with nitrogen cylinder 11, after the inflation sebific duct channel seal, inflate to top capsule and bottom capsule through the inflation sebific duct by nitrogen cylinder 11, top capsule and bottom capsule are expanded, top capsule expansion closed hollow drilling rod, the bottom capsule stretches out the about 1m in hollow boring bit bottom, the boring of sealing drill bit bottom;
F. pressure transducer 6 is placed in the test section 17 of boring bottom through the cable passage 24 and the core pipe 7 of first cable 12 by packoff, flow sensor 15 is contained on the outlet conduit of water pump 16, tensimeter 14 is arranged on the outlet conduit, outlet conduit is connected with the intake tunnel 26 of aperture sealer, be used for to the test section setting-out, pressure transducer and flow sensor connect packer permeability test comprehensive tester (not drawing among the figure) through first cable 12 and second cable 13 respectively;
G. by water pump by aperture sealer and drill pipe bore (passage) test section 17 setting-out to the boring bottom, and regulate pressure, image data according to packer permeability test rules (general routine techniques);
H. after the image data, test is finished, and the release of packer permeability test embolism is carried to the face of land, continues to creep into (promptly carrying out creeping into and testing of next test section, until the requirement that reaches the exploration test) then.
For the warranty test effect, described test section 17 length are 5m, air hole gland 18 is equipped with in top capsule 4 upper ends of described packer permeability test embolism on core pipe 7, bottom capsule 5 and be contained between the sliding bolt gland 20 on the core pipe O type circle 19 is arranged, the extension spring 23 of band spring pretension regulation cock 21 is housed between sliding bolt gland and the spring bottom set bolt 22, is used for the packer permeability test embolism and restores fast; The described steel sleeve 8 outer boss 24 that the edge periphery is arranged, boss 24 places on the interior step of hollow boring bit, makes it can not pass through step in the hollow boring bit, play position-limiting action, simultaneously, synchronization telescope when steel sleeve guarantees capsule expansion up and down, release is cut by drill bit when preventing the capsule expansion.
The present invention is a kind of water pressure test in borehole automatic test technology of suitable wire line coring drilling technology, wire line coring and packer permeability test and automatic test well are fused to together, give full play to wire line coring and do not carry having superiority of brill and the automatic test of packer permeability test, this efficient drilling technology and high-precision test method are applied in the water conservancy and hydropower exploration engineering, through test and the practical application in " the ancient virtuous key water control project in the Yellow River " exploration engineering, obtained very gratifying useful technique effect, to finishing more than 300 meter probing drilling depth and not proposing the practical application of 45 sections in the pressure of the drill water, the quality and the efficient of the exploration of water conservancy and hydropower medium-length hole have been improved significantly, precision reaches more than 99%, efficient improves more than 50%, and greatly reduce labour intensity, be the crystallization of scientific experimentation and creative work, economic and social benefit is huge.
Claims (4)
1. the pressure of the drill water test automatic test approach is not carried in a wire line coring boring, it is characterized in that, is realized by following steps:
A. design the packer permeability test embolism, this embolism is, top capsule (4) and bottom capsule (5) are contained on the core pipe (7), and are linked together by steel sleeve (8), after the top capsule expands, drill pipe bore in order to the sealing drilling tool, the bottom capsule is under non-expansion state, and diameter is littler than drill bit (3) internal diameter, can pass through drill bit smoothly, place in the boring (1) boring of expansion rear enclosed;
B. design the aperture sealer, its structure is body (23), parallel inflation sebific duct passage (25) and cable passage (24) are vertically arranged, the intake tunnel (26) that is connected with cable passage is laterally arranged, be used for sealing inflation sebific duct and pressure transducer cable and to test section (17) setting-out;
C. boring: with drilling tool boring, drilling depth has according to actual conditions to be had shallowly deeply, comprising test section and non-test section, when boring reaches test length, by the rope removal of core, will carry 6m on the hollow drill in the hole (2) then;
D. the packer permeability test embolism is hung with inflation sebific duct (10), and by inflating sebific duct with top capsule and the connection of bottom capsule, then the packer permeability test embolism is packed in the hollow drill endoporus, the top capsule places the hollow drill endoporus, the steel sleeve of packer permeability test embolism (8) is sitting on the interior step of hollow boring bit, the bottom capsule places in the boring by the hollow boring bit of hollow drill bottom, then at hollow drill top dress aperture sealer (9);
E. inflating the inflation sebific duct passage (25) that sebific duct (10) passes the aperture sealer is connected with nitrogen cylinder (11), after the inflation sebific duct channel seal, inflate to top capsule and bottom capsule through the inflation sebific duct by nitrogen cylinder (11), top capsule and bottom capsule are expanded, top capsule expansion closed hollow drilling rod, the bottom capsule stretches out hollow boring bit bottom 1m, the boring of sealing drill bit bottom;
F. pressure transducer (6) is placed in the test section (17) of boring bottom through the cable passage (24) and the core pipe (7) of first cable (12) by packoff, flow sensor (15) is contained on the outlet conduit of water pump (16), tensimeter (14) is arranged on the outlet conduit, outlet conduit is connected with the intake tunnel (26) of aperture sealer, be used for to the test section setting-out, pressure transducer and flow sensor connect the packer permeability test comprehensive tester through first cable (12) and second cable (13) respectively;
G. by water pump by aperture sealer and drill pipe bore test section (17) setting-out to the boring bottom, and regulate pressure, image data according to the packer permeability test rules;
H. after the image data, the release of packer permeability test embolism is carried to the face of land, continues then to creep into.
2. the pressure of the drill water test automatic test approach is not carried in wire line coring boring according to claim 1, it is characterized in that, described test section (17) is long to be 5m.
3. the pressure of the drill water test automatic test approach is not carried in wire line coring boring according to claim 1, it is characterized in that, air hole gland (18) is equipped with in top capsule (4) upper end of described packer permeability test embolism on core pipe (7), bottom capsule (5) and be contained between the sliding bolt gland (20) on the core pipe O type circle (19) is arranged, the extension spring (23) of band spring pretension regulation cock (21) is housed between sliding bolt gland and the spring bottom set bolt (22), is used for the packer permeability test embolism and restores fast.
4. the pressure of the drill water test automatic test approach is not carried in wire line coring boring according to claim 1, it is characterized in that, described steel sleeve (8) is outer to be had along the boss (24) of periphery, boss (24) places on the interior step of hollow boring bit, make it not play position-limiting action, simultaneously by step in the hollow boring bit, synchronization telescope when steel sleeve guarantees capsule expansion up and down, release is cut by drill bit when preventing the capsule expansion.
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201110064809 CN102221712B (en) | 2011-03-17 | 2011-03-17 | Automatic testing method of wire line coring drilling hoisting-free pressurized water test |
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| CN 201110064809 CN102221712B (en) | 2011-03-17 | 2011-03-17 | Automatic testing method of wire line coring drilling hoisting-free pressurized water test |
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| CN102221712B CN102221712B (en) | 2013-04-03 |
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| CN102445710A (en) * | 2011-12-31 | 2012-05-09 | 山东科技大学 | Detecting drilling device for monitoring system of cover-rock water flowing fractured zone |
| CN103603652A (en) * | 2013-11-20 | 2014-02-26 | 华北科技学院 | While-drilling packing water injection test device for coal cracks |
| CN103900751A (en) * | 2013-11-28 | 2014-07-02 | 长江水利委员会长江科学院 | Two-circuit hydraulic fracturing geostress measurement device and method based on wire-line coring drill rod |
| CN105675470A (en) * | 2016-03-01 | 2016-06-15 | 长江岩土工程总公司（武汉） | Method for performing pump-in test by adopting sliding hydraulic rubber plug water plugging device |
| CN106194156A (en) * | 2016-08-25 | 2016-12-07 | 湖南莫尔顿智能勘探机器人有限公司 | A kind of intelligent water pressure test in borehole equipment |
| CN108661035A (en) * | 2018-06-15 | 2018-10-16 | 深圳市水务规划设计院有限公司 | Packer permeability test equipment |
| CN109884728A (en) * | 2019-03-29 | 2019-06-14 | 曹峰 | A kind of densification exploration activity device |
| CN110700819A (en) * | 2019-10-12 | 2020-01-17 | 重庆市市政设计研究院 | Anhydrous drilling sound wave detection and water pressure test integrated device |
| CN110824580A (en) * | 2019-11-27 | 2020-02-21 | 中国电建集团贵阳勘测设计研究院有限公司 | Model geophysical prospecting test device between inclined hole holes |
| CN110907610A (en) * | 2019-12-24 | 2020-03-24 | 湖南理工学院 | Detection equipment and detection method for compactness of rolled laminated structure |
| CN113447318A (en) * | 2021-08-19 | 2021-09-28 | 潍坊水发供水集团有限公司 | Portable water body sampler and use method thereof |
| CN113466099A (en) * | 2021-06-17 | 2021-10-01 | 中煤科工集团西安研究院有限公司 | Testing device and testing method for water pressurizing test |
| CN114592815A (en) * | 2022-03-31 | 2022-06-07 | 陕西太合智能钻探有限公司 | Core sampling device for directional branch drilling |
| CN116105946A (en) * | 2023-04-12 | 2023-05-12 | 中国电建集团西北勘测设计研究院有限公司 | Drilling high-pressure air compression test device and test method |
| CN116255137A (en) * | 2023-02-27 | 2023-06-13 | 长江三峡勘测研究院有限公司（武汉） | Storage type drilling pressurized water test pressure and flow in-situ test system and method |
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Cited By (25)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102445710A (en) * | 2011-12-31 | 2012-05-09 | 山东科技大学 | Detecting drilling device for monitoring system of cover-rock water flowing fractured zone |
| CN103603652B (en) * | 2013-11-20 | 2016-05-04 | 华北科技学院 | A kind of with boring packing coal petrography crack water filling testing arrangement |
| CN103603652A (en) * | 2013-11-20 | 2014-02-26 | 华北科技学院 | While-drilling packing water injection test device for coal cracks |
| CN103900751B (en) * | 2013-11-28 | 2016-02-24 | 长江水利委员会长江科学院 | Borehole wire-line coring drilling rod two-circuit hydraulic fracturing detecting earth stress device and method of testing |
| CN103900751A (en) * | 2013-11-28 | 2014-07-02 | 长江水利委员会长江科学院 | Two-circuit hydraulic fracturing geostress measurement device and method based on wire-line coring drill rod |
| CN105675470A (en) * | 2016-03-01 | 2016-06-15 | 长江岩土工程总公司（武汉） | Method for performing pump-in test by adopting sliding hydraulic rubber plug water plugging device |
| CN105675470B (en) * | 2016-03-01 | 2018-07-31 | 长江岩土工程总公司（武汉） | The method that packer permeability test is carried out using sliding hydraulic rubber plug water block device |
| CN106194156A (en) * | 2016-08-25 | 2016-12-07 | 湖南莫尔顿智能勘探机器人有限公司 | A kind of intelligent water pressure test in borehole equipment |
| CN108661035B (en) * | 2018-06-15 | 2024-03-19 | 深圳市水务规划设计院股份有限公司 | Pressurized water test equipment |
| CN108661035A (en) * | 2018-06-15 | 2018-10-16 | 深圳市水务规划设计院有限公司 | Packer permeability test equipment |
| CN109884728A (en) * | 2019-03-29 | 2019-06-14 | 曹峰 | A kind of densification exploration activity device |
| CN109884728B (en) * | 2019-03-29 | 2020-11-24 | 泗县微腾知识产权运营有限公司 | Fine and close oil exploration device |
| CN110700819A (en) * | 2019-10-12 | 2020-01-17 | 重庆市市政设计研究院 | Anhydrous drilling sound wave detection and water pressure test integrated device |
| CN110700819B (en) * | 2019-10-12 | 2023-08-18 | 重庆市市政设计研究院 | Anhydrous drilling sound wave detection and pressurized water test integrated device |
| CN110824580A (en) * | 2019-11-27 | 2020-02-21 | 中国电建集团贵阳勘测设计研究院有限公司 | Model geophysical prospecting test device between inclined hole holes |
| CN110824580B (en) * | 2019-11-27 | 2024-06-04 | 中国电建集团贵阳勘测设计研究院有限公司 | Inclined hole interhole model geophysical prospecting test device |
| CN110907610A (en) * | 2019-12-24 | 2020-03-24 | 湖南理工学院 | Detection equipment and detection method for compactness of rolled laminated structure |
| CN113466099B (en) * | 2021-06-17 | 2023-09-19 | 中煤科工集团西安研究院有限公司 | Pressurized water test device and method |
| CN113466099A (en) * | 2021-06-17 | 2021-10-01 | 中煤科工集团西安研究院有限公司 | Testing device and testing method for water pressurizing test |
| CN113447318A (en) * | 2021-08-19 | 2021-09-28 | 潍坊水发供水集团有限公司 | Portable water body sampler and use method thereof |
| CN114592815A (en) * | 2022-03-31 | 2022-06-07 | 陕西太合智能钻探有限公司 | Core sampling device for directional branch drilling |
| CN114592815B (en) * | 2022-03-31 | 2024-06-21 | 陕西太合智能钻探有限公司 | Core sampling device for directional branch drilling |
| CN116255137A (en) * | 2023-02-27 | 2023-06-13 | 长江三峡勘测研究院有限公司（武汉） | Storage type drilling pressurized water test pressure and flow in-situ test system and method |
| CN116255137B (en) * | 2023-02-27 | 2023-09-26 | 长江三峡勘测研究院有限公司（武汉） | Storage type drilling pressurized water test pressure and flow in-situ test system and method |
| CN116105946A (en) * | 2023-04-12 | 2023-05-12 | 中国电建集团西北勘测设计研究院有限公司 | Drilling high-pressure air compression test device and test method |
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| C06 | Publication | ||
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| CP01 | Change in the name or title of a patent holder |
Address after: 450003 Jinshui Road 109, Zhengzhou City, Henan Province Patentee after: Yellow River Survey Planning and Design Research Institute Co., Ltd. Address before: 450003 Jinshui Road 109, Zhengzhou City, Henan Province Patentee before: Yellow River Engineering Consulting Co., Ltd. |