CN110295864A - A kind of light-duty man power corning machine for engineering geological investigation - Google Patents
A kind of light-duty man power corning machine for engineering geological investigation Download PDFInfo
- Publication number
- CN110295864A CN110295864A CN201910502694.1A CN201910502694A CN110295864A CN 110295864 A CN110295864 A CN 110295864A CN 201910502694 A CN201910502694 A CN 201910502694A CN 110295864 A CN110295864 A CN 110295864A
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- China
- Prior art keywords
- weight
- drill bit
- light
- corer
- corning machine
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- 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.)
- Pending
Links
- 238000011835 investigation Methods 0.000 title claims abstract description 15
- 238000005553 drilling Methods 0.000 claims abstract description 37
- 239000002689 soil Substances 0.000 claims abstract description 24
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 22
- 230000001681 protective effect Effects 0.000 claims description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 238000007689 inspection Methods 0.000 abstract description 7
- 238000011065 in-situ storage Methods 0.000 abstract description 4
- 238000012360 testing method Methods 0.000 abstract description 4
- 238000011161 development Methods 0.000 abstract description 3
- 239000000523 sample Substances 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000005183 dynamical system Methods 0.000 description 4
- 241000251133 Sphyrna tiburo Species 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B25/00—Apparatus for obtaining or removing undisturbed cores, e.g. core barrels or core extractors
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B25/00—Apparatus for obtaining or removing undisturbed cores, e.g. core barrels or core extractors
- E21B25/10—Formed core retaining or severing means
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Sampling And Sample Adjustment (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a kind of light-duty man power corning machines for engineering geological investigation, including being sequentially connected the drill bit connect, corer and drilling rod from bottom to top, the corning machine further includes Weight-driven component, the Weight-driven component is removably connected with the top of the drilling rod, the Weight-driven component is for completing man power lifting strike drilling, so that drill bit and corer take undisturbed soil sample in soil layer.The corning machine structure is simple, it is light, easy to operate, as simple exploration tunnelling footage is big, price is low, the work of achievable lightweight power feeler inspection in-situ test, be conducive to the smooth development of engineering geological investigation.
Description
Technical field
The present invention relates to a kind of power soil layer coring equipment, in particular to a kind of for the light-duty artificial of engineering geological investigation
Power corning machine.
Background technique
In recent years, with the fast development of mountain area engineering construction (such as mountainous area highway), prospecting task also gradually increases.
In general, intermountain depression, the common solution in simple stratum have following three kinds:
(1) it is drilled using common XY-100 type drilling machine.Common XY-100 type drilling machine is by head, diesel engine, pedestal, volume
It raises, the composition such as boring tower, drilling rod, core barrel, casing, water pump, water pumper, mechanical equipment is heavy, and the whole series weigh 1~2 ton, are not easy to
It carries, it is time-consuming and laborious.
(2) common simple exploring equipment is Luoyang Spade, and Luoyang Spade is made of shovel head, weight linear meter and extension bar.It is using
When, ground is hit by manually stabbing Luoyang Spade vertically downward, can be gone out the soil zone of underground using shovel head, according to the unearthed knot of band
Structure, color, the property of density and various inclusions analysis shallow underground soil layer.Although equipment is light, easy to operate, use
It is manually power, drilling is slow, tunnelling footage is smaller, and while tunneling in cohesive soil encounters underground water and can be difficult to take showing for soil
As in addition, can not also be taken if encountering loose layer of sand to ground.
(3) a whole set of drilling machine and related accessory are packed into knapsack by the prospecting that mountain area intermountain depression is carried out using knapsack churn,
It carries out simply assembling when use, equipment is made of put-put, drilling rod, core barrel and a set of water system.Make
Used time drives drilling rod and core barrel to be rotated by put-put, from water system to hole in filled the water.Although back
Packet mode drilling machine is light, easy to operate, however uses miniature gasoline engine, and driving power is smaller, rate of penetration is slow, equipment price is high
It is expensive.
Summary of the invention
The purpose of the present invention is to provide a kind of light-duty man power corning machine for engineering geological investigation, the corning machines
Structure is simple, light, easy to operate, tunnelling footage is big, price is low, is conducive to the smooth development of engineering geological investigation.
What above-mentioned purpose of the invention was realized by following technical solution: a kind of light-duty people for engineering geological investigation
Work power corning machine, including being sequentially connected the drill bit connect, corer and drilling rod from bottom to top, it is characterised in that: the corning machine
It further include Weight-driven component, the Weight-driven component is removably connected with the top of the drilling rod, described heavy
Hammer Power Component is for completing man power lifting strike drilling, so that drill bit is in soil layer coring.
In the present invention, the Weight-driven component includes the impact pedestal set gradually from bottom to top, dynamic link, protection
The bottom end of the weight of cap, handlebar and the suit dynamic link, the impact pedestal is threadedly coupled with the top of drilling rod, is hit
The top of bottoming seat and the bottom end of dynamic link are connected to a fixed, and the top of dynamic link is threadedly coupled with the bottom end of protective cap,
The top of protective cap is connected to a fixed with handlebar, and impact pedestal is hit in the weight oscilaltion by being sleeved on dynamic link,
Hitting power is transferred to drill bit after drilling rod and corer.
Corning machine of the present invention is purely mechanic device, and structure is simple, is not easy failure and light, easy to operate, and dynamical system is
It is pure that manually Weight-driven component can complete man power lifting strike drilling using handle by 1~2 people, meanwhile, the coring
Machine can pop one's head in lightweight power feeler inspection and combine, and complete the work of lightweight power feeler inspection in-situ test.
The present invention has added safety protection cap and impact pedestal in the upper and lower ends of dynamic link respectively, and weight is in power rail
Elevating movement in the middle part of part, does not fall out, it is ensured that the operational safety of operation process.In the present invention, the drill bit and corer spiral shell
Line connection, the corer are connected with drill rod thread.Corer and drill bit constitute coring system, which has hollow
Be easy to the characteristics of creeping into.It can be taken after can opening corer by the core of taking-up undisturbed soil in corer after drilling
Undisturbed soil sample out, core-taking rate is high and is able to maintain serviceable condition.It avoids the big chance water of Luoyang Spade shovel head opening or meets layer of sand and be difficult to
The situation for taking soil, in turn avoids the case where soil body is difficult to take out in knapsack churn core barrel.
In the present invention, the drill bit is cylindrical hollow iron pipe, and the bottom end of drill bit is the cutting edge of lower Bao Shanghou, in favor of drill bit
It is crept into soil layer.
In the present invention, the weight is the hollow cylinder of 10kg weight.
In the present invention, the top and the bottom end of dynamic link of the impact pedestal are mutually welded, the top of the protective cap with
Handlebar mutually welds.
Compared with prior art, the present invention has following significant effect:
(1) corning machine of the invention is purely mechanic equipment, and armamentarium is mechanical part, and assembling can construct, letter
List is easy-to-use and is not easy failure.
(2) corning machine of the invention is pure man power, it is only necessary to which 1-2 workers, which can be completed, all to carry and coring behaviour
Make, is not required to other power-equipments, the weight for not having to avoid by other dynamical systems such as motor gasoline engine dynamical system is big,
It is easy to break down, needs the problems such as fuel or battery.
(3) corning machine of the invention is detachable, light easy carrying: the detachable rear carrying of each component, and total weight is light, energy
Enough other equipment such as mountain area that adapt to very well are difficult to the region reached.
(4) corning machine of the invention can use soil layer original state core sample: the corer of design using can by the split design in middle part, because
This core that can protect it internal to greatest extent keeps reset condition, more has compared to the disturbed sample that other equipment are taken out excellent
Gesture.
Detailed description of the invention
The following further describes the present invention in detail with reference to the accompanying drawings and specific embodiments.
Fig. 1 is the overall structure diagram of corning machine of the present invention；
Fig. 2 is the part drawing of drill bit in corning machine of the present invention；
Fig. 3 is the part drawing of corer in corning machine of the present invention；
Fig. 4 is the part drawing of drilling rod in corning machine of the present invention；
Fig. 5 is the front view of weight in corning machine of the present invention；
Fig. 6 is the top view of weight in corning machine of the present invention；
Fig. 7 is the assembling figure of protective cap and handlebar in corning machine of the present invention；
Fig. 8 is the assembling figure that pedestal and dynamic link are struck in corning machine of the present invention.
Description of symbols:
1, drill bit, 2, corer, 3, drilling rod, 4, casing, 5, impact pedestal, 6, dynamic link,
7, weight, 8, protective cap, 9, handlebar.
Specific embodiment
A kind of light-duty man power corning machine for engineering geological investigation as shown in Figures 1 to 8, including from bottom to top
It is sequentially connected the drill bit 1, corer 2 and drilling rod 3 connect, drill bit 1 and corer 2 are threadedly coupled, and corer 2 and 3 screw thread of drilling rod connect
It connects, drill bit 1 is cylindrical hollow iron pipe, and the bottom end of drill bit 1 is the cutting edge of lower Bao Shanghou, so that drill bit 1 is crept into soil layer.Make
Used time drilling rod 3 is also configured with casing 4.Corer 2 is irony round tube composition that can be split, and round tube bottom connects replaceable core drill
First 1, when the damage of drill bit 1 can be replaced in time, corer 2 is taken out of after taking full core by drilling rod 3, and opening after den bohrkopf abbauen 1 can be complete
It takes out core and core can be made to keep undisturbed, be easy to geologic observations and edited and recorded.Drilling rod 3 be long 1m, the iron of diameter 1-2cm,
It is connected with each other by screw-socket, is readily disassembled and creeps into.
The corning machine further includes Weight-driven component, and Weight-driven component is removably connected with the top of drilling rod 3
It connects, Weight-driven component is for completing man power lifting strike drilling, so that drill bit 1 is in soil layer coring.Weight-driven group
Part can complete man power lifting strike drilling using handle by 1~2 people, meanwhile, which can visit with lightweight power feeler inspection
Head combines, and completes the work of lightweight power feeler inspection in-situ test.
Weight-driven component in the present embodiment includes the impact pedestal 5 set gradually from bottom to top, dynamic link 6, protects
The bottom end of helmet 8, handlebar 9 and the weight 7 for being set with dynamic link 6, impact pedestal 5 is threadedly coupled with the top of drilling rod 3, is hit
The top of bottoming seat 5 and the bottom end of dynamic link 6 are connected to a fixed by welding manner, the top of dynamic link 6 and protective cap 8
Bottom end be threadedly coupled, top and the handlebar 9 of protective cap 8 be connected to a fixed by welding manner, and weight 7 is during 10kg is weighed
Hollow cylinder, there are hollow round hole among weight 7, pass through for dynamic link 6, by about 7 weight for being sleeved on dynamic link 6
Lifting strike impact pedestal 5, hitting power are transferred to drill bit 1 after drilling rod 3 and corer 2.Dynamic link 6 is in 8 He of protective cap
The length about 80cm between pedestal 5 is struck, weight 7 lower over this range can move, and be generated by hand lifting/lowering impact pedestal 5 dynamic
Power.
After the armamentarium component partition of the corning machine of the present embodiment, by 2 workers carries to operation field, due to partition
Equipment is lighter afterwards, opposite to be carried to target job region more easily.After reaching operating area, various components are subjected to scene
Assembling, and check connection, after determining that connection is normal, by 1 worker's supporting rod system, a worker carries out power and passes through
Enter, it is artificial to propose or reversely strike that rod piece is extracted soil layer together with corer together after soil sample is full of in corer, then tear open
Unload corer, dismantle drill bit, by corer it is split after, after its internal core sample original state is overturned, be placed in core sample according to depth
It observes in case.
Then drill bit 1, corer 2, drilling rod 3 and dynamical system are again coupled to and enters next work flow, repeatedly, directly
To the sampling work for completing target soil layer.
The corning machine is purely mechanic equipment, has and is not easy failure, detachable, light easy carrying, desirable soil layer original state core,
The few and easily operated feature of required personnel.The corning machine can also pop one's head in lightweight power feeler inspection and combine, and complete light dynamic
Power feeler inspection in-situ test work, when carrying out the operation, it is only necessary to which replacing corer is dynamic probe, and advantage is not by upper soil horizon
The collateral resistance of feeler lever is influenced, target soil layer is directly acted on.
The above embodiment of the present invention is not limiting the scope of the present invention, and embodiments of the present invention are not limited to
This, all this kind above content according to the present invention is not departing from this according to the ordinary technical knowledge and customary means of this field
Modification, replacement or change under the premise of inventing above-mentioned basic fundamental thought, to other diversified forms that above structure of the present invention is made
More, it should all fall within the scope and spirit of the invention.
Claims (6)
1. a kind of light-duty man power corning machine for engineering geological investigation, including being sequentially connected the drill bit connect from bottom to top
(1), corer (2) and drilling rod (3), it is characterised in that: the corning machine further includes Weight-driven component, the Weight-driven group
Part is removably connected with the top of the drilling rod (3), and the Weight-driven component is for completing man power lifting
Strike drilling, so that drill bit (1) and corer (2) are in soil layer coring.
2. the light-duty man power corning machine according to claim 1 for engineering geological investigation, it is characterised in that: described
Weight-driven component includes the impact pedestal (5) set gradually from bottom to top, dynamic link (6), protective cap (8), handlebar (9)
And the weight (7) of the suit dynamic link (6), the bottom end of impact pedestal (5) and the top screw thread of drilling rod (3) connect
It connects, the bottom end on the top and dynamic link (6) that strike pedestal (5) is connected to a fixed, the top of dynamic link (6) and protective cap
(8) bottom end is threadedly coupled, and top and the handlebar (9) of protective cap (8) are connected to a fixed, by being sleeved on dynamic link (6)
Weight (7) oscilaltion strike impact pedestal (5), hitting power is transferred to drill bit (1) after drilling rod (3) and corer (2).
3. the light-duty man power corning machine according to claim 2 for engineering geological investigation, it is characterised in that: described
Drill bit (1) and corer (2) are threadedly coupled, and the corer (2) and drilling rod (3) are threadedly coupled.
4. the light-duty man power corning machine according to claim 2 for engineering geological investigation, it is characterised in that: described
Drill bit (1) is cylindrical hollow iron pipe, and the bottom end of drill bit (1) is the cutting edge of lower Bao Shanghou, so that drill bit (1) bores in soil layer
Into.
5. the light-duty man power corning machine according to claim 2 for engineering geological investigation, it is characterised in that: described
Weight (7) is the hollow cylinder of 10kg weight.
6. the light-duty man power corning machine according to claim 2 for engineering geological investigation, it is characterised in that: described
The bottom end on the top and dynamic link (6) that strike pedestal (5) is mutually welded, and top and the handlebar (9) of the protective cap (8) mutually weld
It connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910502694.1A CN110295864A (en) | 2019-06-11 | 2019-06-11 | A kind of light-duty man power corning machine for engineering geological investigation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910502694.1A CN110295864A (en) | 2019-06-11 | 2019-06-11 | A kind of light-duty man power corning machine for engineering geological investigation |
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| Publication Number | Publication Date |
|---|---|
| CN110295864A true CN110295864A (en) | 2019-10-01 |
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ID=68027840
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910502694.1A Pending CN110295864A (en) | 2019-06-11 | 2019-06-11 | A kind of light-duty man power corning machine for engineering geological investigation |
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| Country | Link |
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| CN (1) | CN110295864A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112761130A (en) * | 2019-10-21 | 2021-05-07 | 山东科技大学 | Drilling equipment is used in geotechnical engineering reconnaissance |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009215763A (en) * | 2008-03-10 | 2009-09-24 | Porasu Kurashi Kagaku Kenkyusho:Kk | Soil sampling method and soil sampling device |
| CN103966994A (en) * | 2014-05-05 | 2014-08-06 | 深圳市工勘岩土集团有限公司 | Feeler inspection type underground pipeline probing shovel |
| CN105067375A (en) * | 2014-12-17 | 2015-11-18 | 北京市水科学技术研究院 | Sediment sampler |
| RU2017100289A (en) * | 2017-01-09 | 2018-07-10 | Федеральное государственное бюджетное учреждение науки Институт биологии Коми научного центра Уральского отделения Российской академии наук | METHOD FOR MANUAL DRILLING OF FROZEN HORIZONS IN SOILS AND UPPER LAYER OF MULTI-FROZEN BREEDS WITH SIMULTANEOUS SELECTION OF UNBOUNDED SOIL SOILS |
| CN108709767A (en) * | 2018-07-26 | 2018-10-26 | 中国电建集团成都勘测设计研究院有限公司 | Soil sampler |
| CN109959532A (en) * | 2019-03-28 | 2019-07-02 | 北京市水科学技术研究院 | Soil sediment sampler |
-
2019
- 2019-06-11 CN CN201910502694.1A patent/CN110295864A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009215763A (en) * | 2008-03-10 | 2009-09-24 | Porasu Kurashi Kagaku Kenkyusho:Kk | Soil sampling method and soil sampling device |
| CN103966994A (en) * | 2014-05-05 | 2014-08-06 | 深圳市工勘岩土集团有限公司 | Feeler inspection type underground pipeline probing shovel |
| CN105067375A (en) * | 2014-12-17 | 2015-11-18 | 北京市水科学技术研究院 | Sediment sampler |
| RU2017100289A (en) * | 2017-01-09 | 2018-07-10 | Федеральное государственное бюджетное учреждение науки Институт биологии Коми научного центра Уральского отделения Российской академии наук | METHOD FOR MANUAL DRILLING OF FROZEN HORIZONS IN SOILS AND UPPER LAYER OF MULTI-FROZEN BREEDS WITH SIMULTANEOUS SELECTION OF UNBOUNDED SOIL SOILS |
| CN108709767A (en) * | 2018-07-26 | 2018-10-26 | 中国电建集团成都勘测设计研究院有限公司 | Soil sampler |
| CN109959532A (en) * | 2019-03-28 | 2019-07-02 | 北京市水科学技术研究院 | Soil sediment sampler |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112761130A (en) * | 2019-10-21 | 2021-05-07 | 山东科技大学 | Drilling equipment is used in geotechnical engineering reconnaissance |
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| CB02 | Change of applicant information |
Address after: No.146, huangbian North Road, Baiyun District, Guangzhou, Guangdong 510440 Applicant after: Guangdong transportation planning and Design Institute Group Co.,Ltd. Address before: No.22 Xinghua Road, Tianhe District, Guangzhou City, Guangdong Province Applicant before: GUANGDONG PROVINCE COMMUNICATIONS PLANNING & DESIGN INSTITUTE Co.,Ltd. |
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Application publication date: 20191001 |
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