CN102662198A - Water jetting geophysical prospecting construction process applying drill special for geophysical prospecting - Google Patents
Water jetting geophysical prospecting construction process applying drill special for geophysical prospecting Download PDFInfo
- Publication number
- CN102662198A CN102662198A CN2012101573393A CN201210157339A CN102662198A CN 102662198 A CN102662198 A CN 102662198A CN 2012101573393 A CN2012101573393 A CN 2012101573393A CN 201210157339 A CN201210157339 A CN 201210157339A CN 102662198 A CN102662198 A CN 102662198A
- Authority
- CN
- China
- Prior art keywords
- drill
- pipeline
- physical prospecting
- geophysical prospecting
- water jetting
- 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.)
- Granted
Links
Images
Landscapes
- Earth Drilling (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
The invention discloses a water jetting geophysical prospecting construction process applying a drill special for geophysical prospecting. The process comprises the following steps of: step 1, confirming a hole position of a drill hole; step 2, adopting a conventional drill to drill a plurality of holes side by side; step 3, replacing the conventional drill with the drill special for geophysical prospecting after the drilling depth reaches 3-4m; step 4, adopting a high pressure water pump to inject water into a hollow drill rod, wherein high pressure water is sprayed from a water outlet hole of the drill special for geophysical prospecting to impact a hole bottom, and the drill special for geophysical prospecting is naturally sunk by utilizing a water jetting method; step 5, stopping sinking, wherein in a sinking process, when being blocked by a pipeline, the drill special for geophysical prospecting is stopped sinking; and step 6, obtaining elevation of a position on which the pipeline is located through measuring coordinates and elevation of the current hole position, and the sinking length of the drill rod at the moment, thereby obtaining three-dimensional coordinates of the pipeline. The construction process adopts the water jetting method as a working principle, so that the damage of the drill special for geophysical prospecting on an outer layer of the underground pipeline can be thoroughly avoided, the prospecting area of the drill can be enlarged, and the process has the beneficial effects of safety and high efficiency.
Description
Technical field
The present invention relates to the prospecting technique field, relate in particular to a kind of water jetting physical prospecting construction technology of using the physical prospecting target drill.
Background technology
In the present physical prospecting work, can adopt different exploration means according to different situations such as buried depth, pipeline materials.For example, to the physical prospecting of the metal material pipeline of conventional shallow embedding (referring generally to buried depth in 5 meters), the existing pipeline appearance of general direct employing gets final product.To buried metal or nonmetal pipeline (being the non-excavating construction pipeline), conventional pipeline appearance can't be surveyed, and the boring of therefore general employing rig is visited the technological means that appearance combines with magnetic.But, to buried nonmetal pipeline, or the pipeline of outsourcing one deck insulating material, the means that adopt rig boring boring and magnetic spy appearance to combine can not realize the physical prospecting purpose effectively, safely.And in a single day the existing conventional drill bit directly contacts pipeline, be easy to destroy the top layer of pipeline.
Like Fig. 1, shown in Figure 2, drill bit conventional in the physical prospecting field is made up of four blades 1 and a hollow circular-tube 2 that is used for being connected with drilling rod, is provided with sawtooth 11 in the lower end of blade 1.Because the lower end of drill bit is pointed and bossed sawtooth 11, in drilling process, when drill bit directly touches the outside surface of nonmetal pipeline, is easy to destroy the extexine of pipeline.Especially, when these pipelines are power pipeline,, possibly cause the generation of electric shock accidents at any time in case the outside protective seam of pipeline is destroyed.
Therefore, those skilled in the art is devoted to develop a kind of safe, water jetting physical prospecting construction technology of not destroying the outer field application physical prospecting of nonmetal pipeline target drill.
Summary of the invention
Because the above-mentioned defective of prior art, technical matters to be solved by this invention provides a kind of safe, water jetting physical prospecting construction technology of not destroying the outer field application physical prospecting of nonmetal pipeline target drill.
For realizing above-mentioned purpose, the invention provides a kind of water jetting physical prospecting construction technology of using the physical prospecting target drill, may further comprise the steps: step 1, according to the position, hole of the definite boring of the preliminary information of burying pipeline underground; Step 2 adopts conventional bit and several holes of gang drill; Step 3 after employing conventional bit drilling depth reaches 3 to 4 meters, changes conventional bit into the physical prospecting target drill; Step 4 adopts high-pressure hydraulic pump to hollow drilling rod water filling, and water under high pressure sprays at the bottom of the impact opening from the apopore of said physical prospecting target drill, utilizes water jetting that said physical prospecting target drill is sunk naturally; Step 5, said physical prospecting target drill run into pipeline and hinder in the sinking process, then can no longer sink; Step 6, through the coordinate and the absolute altitude of measurement position, hole this moment, and the sinking length of drilling rod, can obtain the absolute altitude of pipeline position, thereby draw the three-dimensional coordinate of pipeline.
Preferably, in step 5, up and down, the move left and right drilling rod, drive said physical prospecting target drill and move and promote, come hook to live pipeline.
The invention has the beneficial effects as follows:
Water jetting physical prospecting construction technology of the present invention; The employing water jetting is a principle of work, has thoroughly overturned the principle of work of existing geophysical prospecting bit, can thoroughly avoid geophysical prospecting bit to the outer field destruction of underground utilities; Can also enlarge the area of feeling of drill bit, have beneficial effects such as safe, efficient.
Below will combine accompanying drawing that the technique effect of design of the present invention, concrete structure and generation is described further, to understand the object of the invention, characteristic and effect fully.
Description of drawings
Fig. 1 is the perspective view of existing conventional bit.
Fig. 2 is the perspective view of looking up of Fig. 1.
Fig. 3 is the structural representation of the first specific embodiment of physical prospecting special jewel among the present invention.
Fig. 4 is the structural representation that the physical prospecting target drill of Fig. 3 is connected with drilling rod.
Fig. 5 is the structural representation of another specific embodiment of physical prospecting target drill among the present invention.
Embodiment
Water jetting physical prospecting construction technology one specific embodiment of application physical prospecting target drill of the present invention may further comprise the steps:
Step 4 adopts high-pressure hydraulic pump to hollow drilling rod water filling, and water under high pressure sprays at the bottom of the impact opening from the apopore of physical prospecting target drill, utilizes water jetting that the physical prospecting target drill is sunk naturally.
Step 5, physical prospecting target drill hinder in case run into pipeline in the sinking process, then can no longer sink.Rap drilling rod and can produce rebound phenomenon this moment.
Simultaneously, can also about, the move left and right drilling rod, drive the physical prospecting target drill and move and promote, come hook to live pipeline, judge with further whether pipeline exists.
Step 6, through the coordinate and the absolute altitude of measurement position, hole this moment, and the sinking length of drilling rod, can obtain the absolute altitude of pipeline position, thereby draw the three-dimensional coordinate of pipeline.
Below describe the structure of above-mentioned physical prospecting target drill in detail.
As shown in Figure 3, a specific embodiment of physical prospecting target drill comprises a hollow body 1, a drilling rod connecting link 2.
Drilling rod connecting link 2 is hollow metal circular tube, through modes such as welding, is fixedly installed on the hollow body 1.The inner chamber of the inner chamber of drilling rod connecting link 2 and hollow body 1 connects.The end of drilling rod connecting link 2 is provided with connecting thread 21.
As shown in Figure 4, drilling rod connecting link 2 is threaded with the link 31 of drilling rod 3 through connecting thread 21.The length of drilling rod connecting link 2 is good for 15-20 centimetre at degree.
As shown in Figure 5, another specific embodiment of physical prospecting target drill, structure and the foregoing description of present embodiment are basic identical, and institute's difference is that hollow body 1 connects in a side and is provided with first arm 12, also connects at opposite side and is provided with second arm 13.
In the present embodiment, hollow body 1 can adopt the high strength plastics pipe.Drilling rod connecting link 2 also can adopt identical high strength plastics pipe, is adhesively fixed with hollow body 1.
Physical prospecting target drill in the present embodiment is " ten " font, can increase the area of feeling of drill bit.
Physical prospecting construction technology of the present invention; The employing water jetting is a principle of work, has thoroughly overturned the principle of work of existing physical prospecting construction, can thoroughly avoid geophysical prospecting bit to the outer field destruction of underground utilities; Can also enlarge the area of feeling of drill bit, have beneficial effects such as safe, efficient.
In the process that inspection shaft is felt, also available this physical prospecting target drill comes at the bottom of hook inspection shaft the outward flange outstanding position and inspection shaft, to draw outstanding position of inspection shaft outward flange and the buried depth at the bottom of the inspection shaft.
More than describe preferred embodiment of the present invention in detail.Should be appreciated that those of ordinary skill in the art need not creative work and just can design according to the present invention make many modifications and variation.Therefore, all technician in the art all should be in the determined protection domain by claims under this invention's idea on the basis of existing technology through the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (2)
1. water jetting physical prospecting construction technology of using the physical prospecting target drill may further comprise the steps:
Step 1 is according to the position, hole of the definite boring of the preliminary information of burying pipeline underground;
Step 2 adopts conventional bit and several holes of gang drill;
Step 3 after employing conventional bit drilling depth reaches 3 to 4 meters, changes conventional bit into the physical prospecting target drill;
Step 4 adopts high-pressure hydraulic pump to hollow drilling rod water filling, and water under high pressure sprays at the bottom of the impact opening from the apopore of said physical prospecting target drill, utilizes water jetting that said physical prospecting target drill is sunk naturally;
Step 5, said physical prospecting target drill run into pipeline and hinder in the sinking process, then can no longer sink;
Step 6, through the coordinate and the absolute altitude of measurement position, hole this moment, and the sinking length of drilling rod, can obtain the absolute altitude of pipeline position, thereby draw the three-dimensional coordinate of pipeline.
2. water jetting physical prospecting construction technology as claimed in claim 1 wherein, in step 5, up and down, the move left and right drilling rod, drives said physical prospecting target drill and moves and promote, and comes hook to live pipeline.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210157339.3A CN102662198B (en) | 2012-05-18 | 2012-05-18 | Water jetting geophysical prospecting construction process applying drill special for geophysical prospecting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210157339.3A CN102662198B (en) | 2012-05-18 | 2012-05-18 | Water jetting geophysical prospecting construction process applying drill special for geophysical prospecting |
Publications (2)
Publication Number | Publication Date |
---|---|
CN102662198A true CN102662198A (en) | 2012-09-12 |
CN102662198B CN102662198B (en) | 2014-07-09 |
Family
ID=46771725
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201210157339.3A Active CN102662198B (en) | 2012-05-18 | 2012-05-18 | Water jetting geophysical prospecting construction process applying drill special for geophysical prospecting |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102662198B (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103091726A (en) * | 2013-01-11 | 2013-05-08 | 福建岩土工程勘察研究院 | Remote sensing quantification investigation method of high-pressure water-rich fault engineering geological rock soil |
CN104035141A (en) * | 2013-03-08 | 2014-09-10 | 国网浙江省电力公司杭州供电公司 | Probing apparatus and probing method for underground buried things |
CN108241174A (en) * | 2017-12-01 | 2018-07-03 | 姚燕明 | A kind of detection method of buried metal pipe line |
CN109372438A (en) * | 2018-11-16 | 2019-02-22 | 中国电建市政建设集团有限公司 | Not damaged high pressure water prospecting system and geophysical prospecting method |
CN110714734A (en) * | 2019-11-14 | 2020-01-21 | 上海市城市建设设计研究总院(集团)有限公司 | Pipeline touch construction method for effectively preventing underground pipeline from being damaged |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU819781A1 (en) * | 1979-02-20 | 1981-04-07 | Всесоюзный Научно-Исследователь-Ский Геологоразведочный Нефтянойинститут | Method of establishing drilling fluid water filtrate penetration to oil and gas pool |
CN1033882A (en) * | 1987-12-30 | 1989-07-12 | 湖北省水文地质工程地质大队 | Whole-hole water-pressurizing test method |
RU2117318C1 (en) * | 1994-04-11 | 1998-08-10 | Институт геологии Дагестанского научного центра РАН | Method of searching and prospecting fluid minerals |
CN101451354A (en) * | 2007-12-03 | 2009-06-10 | 大港油田集团有限责任公司 | Riser pipe construction technique of artificial island well drilling |
CN102053423A (en) * | 2009-10-29 | 2011-05-11 | 深圳华映显示科技有限公司 | Method for making flexible display panel, alignment film and spacers |
-
2012
- 2012-05-18 CN CN201210157339.3A patent/CN102662198B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU819781A1 (en) * | 1979-02-20 | 1981-04-07 | Всесоюзный Научно-Исследователь-Ский Геологоразведочный Нефтянойинститут | Method of establishing drilling fluid water filtrate penetration to oil and gas pool |
CN1033882A (en) * | 1987-12-30 | 1989-07-12 | 湖北省水文地质工程地质大队 | Whole-hole water-pressurizing test method |
RU2117318C1 (en) * | 1994-04-11 | 1998-08-10 | Институт геологии Дагестанского научного центра РАН | Method of searching and prospecting fluid minerals |
CN101451354A (en) * | 2007-12-03 | 2009-06-10 | 大港油田集团有限责任公司 | Riser pipe construction technique of artificial island well drilling |
CN102053423A (en) * | 2009-10-29 | 2011-05-11 | 深圳华映显示科技有限公司 | Method for making flexible display panel, alignment film and spacers |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103091726A (en) * | 2013-01-11 | 2013-05-08 | 福建岩土工程勘察研究院 | Remote sensing quantification investigation method of high-pressure water-rich fault engineering geological rock soil |
CN104035141A (en) * | 2013-03-08 | 2014-09-10 | 国网浙江省电力公司杭州供电公司 | Probing apparatus and probing method for underground buried things |
CN108241174A (en) * | 2017-12-01 | 2018-07-03 | 姚燕明 | A kind of detection method of buried metal pipe line |
CN109372438A (en) * | 2018-11-16 | 2019-02-22 | 中国电建市政建设集团有限公司 | Not damaged high pressure water prospecting system and geophysical prospecting method |
CN110714734A (en) * | 2019-11-14 | 2020-01-21 | 上海市城市建设设计研究总院(集团)有限公司 | Pipeline touch construction method for effectively preventing underground pipeline from being damaged |
Also Published As
Publication number | Publication date |
---|---|
CN102662198B (en) | 2014-07-09 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102662198B (en) | Water jetting geophysical prospecting construction process applying drill special for geophysical prospecting | |
CN104533467B (en) | A kind of high artesian, the method for protecting support in fault disruption zone tunnel | |
CN103060814B (en) | Construction method of feeding device for underground pipeline system | |
CN103792569B (en) | A kind of microseismic sensors moisture weak rocks soil body deep hole is installed and retracting device | |
CN103215946A (en) | Electroosmosis electrode and electroosmosis draining system thereof | |
US20140314496A1 (en) | Polymer grouting method for constructing multi-wing pile | |
CN102678058B (en) | Special drill for geophysical prospecting | |
CN103233453B (en) | A kind of original position soil body surveying method | |
CN207278276U (en) | Cross the shallow-depth-excavation tunnel supporting construction of ground fissure crushed zone | |
CN105113530A (en) | Caisson aid-sinking process adopting high-pressure injection | |
CN202578522U (en) | Drill bit special for geophysical prospecting | |
CN103835647A (en) | Method for drilling floating pebble bed | |
CN207484536U (en) | Deviational survey protection of pipe structure | |
CN103541711B (en) | Xuan Ding small-bore, coal-face termination hydraulic fracture control method | |
CN107884815B (en) | Detonator anti-drop device and method suitable for advanced geological prediction by tunnel seismic wave method | |
CN203639892U (en) | Ground anchor device of static sounding machine | |
US8981903B2 (en) | Device for marking out buried objects | |
CN205049135U (en) | Solve inclinometer card gauge head unit | |
CN103233747B (en) | Advance drilling emitter | |
KR101531698B1 (en) | Equipment for sink hole investigation | |
KR20180062669A (en) | Micropile and micropile molding method for earthquake-proof and strengthening ground | |
CN103993835B (en) | A kind of underground utilities reconnoitre target drill | |
CN202284448U (en) | Hole drilling and guiding drill tool for miscellaneous fill layer | |
CN104314463A (en) | Earth drill for tubular pile | |
CN207739250U (en) | A kind of Bridge Pile |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address | ||
CP03 | Change of name, title or address |
Address after: 200011 Tibet South Road, Shanghai, No. 1170, No. Patentee after: Shanghai urban construction design & Research Institute (Group) Co., Ltd. Address before: 200125 Dongfang Road, Shanghai, Pudong New Area, No. 3447 Patentee before: Shanghai Urban Construction Design & Research Institute |