CN105133614B - Engineering ground underground pile position sign instrument and marker method - Google Patents
Engineering ground underground pile position sign instrument and marker method Download PDFInfo
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- CN105133614B CN105133614B CN201410236309.0A CN201410236309A CN105133614B CN 105133614 B CN105133614 B CN 105133614B CN 201410236309 A CN201410236309 A CN 201410236309A CN 105133614 B CN105133614 B CN 105133614B
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Abstract
Identified the present invention relates to stake position and underground structure.A kind of engineering ground underground pile position sign instrument, the sign instrument includes the steel pipe that one end is closed：One guide rod, it inserts from steel pipe blind end and carries a piston, a sign material pot, is passed through by a branch pipe in the steel pipe, branch outlet is located at piston its lowest position.Fetched earth punching using inclined-plane steel pipe the position that underground should be identified, after punching lime or other flours are poured into the sign instrument sign material pot of home position, obvious aberration should be had with the engineering ground soil body by pouring into the color of material, then the conduit of instrument is put into proficiency handle in the identification hole accomplished fluently, bracelet is pushed above and below proficiency, powder or lime so in lime tank will be fed in identification hole, soil layer surface is gently scraped off one layer with spade when stake position is looked for after mark, stake position hole will clearly show that out.The present invention prevents a bit identification from damaging, and prevents place marking pile from causing to damage to vehicle tyre.
Description
Technical field
Identified the present invention relates to stake position and underground structure.
Background technology
In all kinds of engineering constructions, all kinds of pile foundations or the construction of other underground structures can be all carried out in the venue, and in construction
During occur in each operation crossed construction, place that various types of vehicles walking is frequent, and the stake position commonly used in place and subterranean
Build thing and be designated the stub that bar dowel or flitch make, mark stub nail in the venue can be because of the construction of other processes or vehicle to run
It is destroyed, also the tire of vehicle can be caused to damage.
The content of the invention
It is contemplated that overcoming the defect of prior art, there is provided a kind of engineering ground underground pile position sign instrument and sign side
Method.The present invention prevents a bit identification from damaging, and prevents place marking pile from causing to damage to vehicle tyre.
In order to solve the above-mentioned technical problem, a kind of engineering ground underground pile position sign instrument, the sign instrument includes
The steel pipe of one end closing：
One guide rod, it inserts from steel pipe blind end and carries a piston,
One sign material pot, is passed through in the steel pipe, branch outlet is located at piston its lowest position by a branch pipe.
Described engineering ground underground pile position sign instrument, the guide rod rod end is with a bracelet.
Described engineering ground underground pile position sign instrument, the guide rod carries handle in bracelet one end.
Described engineering ground underground pile position sign instrument, the steel pipe bottom is angle.
A kind of marker method using described any engineering ground underground pile position sign instrument, this method should mark underground
The position of knowledge is fetched earth punching using inclined-plane steel pipe, and quantity and the identification characteristics of punching can sets itselfs；In home position after punching
Lime or other flours are poured into described instrument, obvious aberration should be had with the engineering ground soil body by pouring into the color of material；
Thing will be first poured into when pouring into flour or lime to put into sign material pot, and then the conduit is put into the mark accomplished fluently
Mark will be fed to by knowing the powder or lime pushed above and below proficiency handle in hole, proficiency in bracelet, such lime tank
Soil layer surface is gently scraped off one layer with spade when stake position is looked for after Kong Zhong, mark, stake position hole will clearly show that out.
Inventive article is made using steel pipe with round steel；First position, rear punching.After punching stake position hole in pour into lime or
Flour.Stake position hole is gently scraped off top layer soil layer using spade when unobvious, and stake position will clearly show that out.This hair
Bright technological principle is simple, is easy to operation；Instrument can self manufacture.The sign of the present invention substantially, can prevent the bit identification from damaging,
Prevent place marking pile from causing to damage to vehicle tyre, can also avoid influence of the place marking pile to other processes.
Brief description of the drawings：
Below in conjunction with the accompanying drawings, invention is further described：
Fig. 1 is the sign instrument schematic diagram.
Embodiment
As shown in figure 1, a kind of engineering ground underground pile position sign instrument, the sign instrument includes：
The steel pipe 1 of one end closing：
One guide rod 2, it inserts from steel pipe blind end and carries a piston 4,
One sign material pot 3, is passed through in the steel pipe, branch outlet is located at piston extreme lower position by a branch pipe
Place.
Described engineering ground underground pile position sign instrument, the guide rod rod end is with a bracelet 5.
Described engineering ground underground pile position sign instrument, the guide rod carries handle 6 in bracelet one end.
Described engineering ground underground pile position sign instrument, the steel pipe bottom is angle.
The position that this method should identify underground is fetched earth punching using inclined-plane steel pipe, quantity and the identification characteristics of punching can from
Row setting, lime or other flours are poured into special instrument after punching in home position, and the color for pouring into material should be with
The engineering ground soil body has obvious aberration.To first be poured into when pouring into flour or lime thing put to sign material pot in, then
The conduit of instrument is put into the identification hole accomplished fluently bracelet is pushed above and below proficiency handle, proficiency, the powder in such lime tank
Shape thing or lime will be fed in identification hole, and soil layer surface gently is scraped off into one layer, stake with spade when stake position is looked for after mark
Position hole will clearly show that out.
Claims (5)
1. a kind of engineering ground underground pile position sign instrument, it is characterised in that the sign instrument includes
The steel pipe of one end closing：
One guide rod, it inserts from steel pipe blind end and carries a piston,
One sign material pot, is passed through in the steel pipe by a branch pipe, and branch outlet is located at piston its lowest position, mark
Mark material in material pot is sent at the stake position of underground pile by the reciprocating motion of the piston.
2. engineering ground underground pile position according to claim 1 sign instrument, it is characterised in that the guide rod rod end is carried
One bracelet.
3. engineering ground underground pile position according to claim 2 sign instrument, it is characterised in that the guide rod is in bracelet one
End carries handle.
4. engineering ground underground pile position according to claim 1 sign instrument, it is characterised in that the steel pipe bottom is oblique
Mouthful.
5. a kind of marker method of engineering ground underground pile position sign instrument using as described in any one of Claims 1-4, should
The position that method should identify underground is fetched earth punching using inclined-plane steel pipe, and quantity and the identification characteristics of punching can sets itselfs；Beat
Lime or other flours are poured into described instrument in home position behind hole, the color for pouring into material should be with engineering ground soil
Body has obvious aberration；Thing will be first poured into when pouring into flour or lime to put into sign material pot, then by the guide rod
It is put into the identification hole accomplished fluently and bracelet is pushed above and below proficiency handle, proficiency, the powder or lime in such lime tank is just
It can be fed in identification hole, soil layer surface gently be scraped off one layer with spade when stake position is looked for after mark, stake position hole will understand
Show.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410236309.0A CN105133614B (en) | 2014-05-30 | 2014-05-30 | Engineering ground underground pile position sign instrument and marker method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410236309.0A CN105133614B (en) | 2014-05-30 | 2014-05-30 | Engineering ground underground pile position sign instrument and marker method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105133614A CN105133614A (en) | 2015-12-09 |
| CN105133614B true CN105133614B (en) | 2017-11-03 |
Family
ID=54719161
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410236309.0A Active CN105133614B (en) | 2014-05-30 | 2014-05-30 | Engineering ground underground pile position sign instrument and marker method |
Country Status (1)
| Country | Link |
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| CN (1) | CN105133614B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108162066A (en) * | 2017-12-28 | 2018-06-15 | 安徽力普拉斯电源技术有限公司 | A kind of accumulator perforating device and its drilling method |
| CN110258563A (en) * | 2019-07-15 | 2019-09-20 | 中冶天工集团有限公司 | A kind of pinpoint device of foot-operated drill rod drilling pile point, production method and application method |
| CN111719558B (en) * | 2020-06-29 | 2021-09-21 | 中能建西北城市建设有限公司 | CFG pile composite foundation construction process |
| CN114964188B (en) * | 2022-05-31 | 2023-05-19 | 重庆电子工程职业学院 | On-spot survey and drawing marking device of building engineering |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB190703715A (en) * | 1906-02-15 | 1907-08-01 | William Houghton | Improvements in Combined Marking-pegs and Centre-punches. |
| FR2610957B1 (en) * | 1987-02-13 | 1989-07-07 | Batiborne Sarl Batiment Fabr B | STAKE FOR FIXING THE TERMINAL OF A TERMINAL OR OTHER MARK, AND METHOD FOR ITS PLACEMENT |
| CN201681571U (en) * | 2010-05-28 | 2010-12-22 | 余接永 | Combined type cable mark pile |
| CN102507902A (en) * | 2011-10-28 | 2012-06-20 | 广西红树林研究中心 | Wetland deposition rate determination device |
| CN202394484U (en) * | 2011-12-29 | 2012-08-22 | 王彬 | Marker peg with warning strip for underground pipeline |
| CN103606346A (en) * | 2013-12-03 | 2014-02-26 | 任德凤 | Light high-strength multifunctional anti-theft mark peg |
| CN204023575U (en) * | 2014-06-30 | 2014-12-17 | 中国二十冶集团有限公司 | Engineering ground underground pile position indicates instrument |
-
2014
- 2014-05-30 CN CN201410236309.0A patent/CN105133614B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB190703715A (en) * | 1906-02-15 | 1907-08-01 | William Houghton | Improvements in Combined Marking-pegs and Centre-punches. |
| FR2610957B1 (en) * | 1987-02-13 | 1989-07-07 | Batiborne Sarl Batiment Fabr B | STAKE FOR FIXING THE TERMINAL OF A TERMINAL OR OTHER MARK, AND METHOD FOR ITS PLACEMENT |
| CN201681571U (en) * | 2010-05-28 | 2010-12-22 | 余接永 | Combined type cable mark pile |
| CN102507902A (en) * | 2011-10-28 | 2012-06-20 | 广西红树林研究中心 | Wetland deposition rate determination device |
| CN202394484U (en) * | 2011-12-29 | 2012-08-22 | 王彬 | Marker peg with warning strip for underground pipeline |
| CN103606346A (en) * | 2013-12-03 | 2014-02-26 | 任德凤 | Light high-strength multifunctional anti-theft mark peg |
| CN204023575U (en) * | 2014-06-30 | 2014-12-17 | 中国二十冶集团有限公司 | Engineering ground underground pile position indicates instrument |
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| Publication number | Publication date |
|---|---|
| CN105133614A (en) | 2015-12-09 |
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