CN107152900A - A kind of hole stake survey tool and its application method - Google Patents
A kind of hole stake survey tool and its application method Download PDFInfo
- Publication number
- CN107152900A CN107152900A CN201710492069.4A CN201710492069A CN107152900A CN 107152900 A CN107152900 A CN 107152900A CN 201710492069 A CN201710492069 A CN 201710492069A CN 107152900 A CN107152900 A CN 107152900A
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- CN
- China
- Prior art keywords
- stake
- survey tool
- groove
- hole
- coordinate
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Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/004—Measuring arrangements characterised by the use of mechanical techniques for measuring coordinates of points
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- A Measuring Device Byusing Mechanical Method (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to pile foundation engineering technique field, more particularly to a kind of hole stake survey tool and its application method, by setting coordinate bar to be in equiarm cruciformity, and the center of cross is provided with a groove, and respectively it is labeled with scale by 0 graduation mark of the center of groove on each arm of cross, so as in measured hole stake grid deviation, at the opening that the survey tool can be lain in hole stake, the scale of total powerstation is inserted in the groove of coordinate bar afterwards, and mobile scale and coordinate bar are until total station survey groove is located at the standard coordinate value for treating gaging hole stake, further according to the grid deviation of the scale acquisition pores stake of coordinate bar, so as to it is quick and accurately measurement portal stake whether offset criteria coordinate and specific offset, it is simple to operate, it is fast, and then significantly reduce construction cost.
Description
Technical field
The present invention relates to pile foundation engineering technique field, more particularly to a kind of hole stake survey tool and its application method.
Background technology
At present, do not have effective repetition measurement method when needing repetition measurement after hole stake is excavated, be typically to complete to pour it
Remove repetition measurement stake position coordinate again afterwards, on the one hand this method measures inconvenient；On the other hand because pile foundation has completed to pour, if
Detection is portalled, and a deviation is larger, and it remedies cost prohibitive；This is that those skilled in the art do not expect to see.
The content of the invention
For above-mentioned problem, the invention discloses a kind of hole stake survey tool, including coordinate bar；
The coordinate bar is in equiarm cruciformity, and the center of the cross is provided with a groove, and described ten
Respectively scale is labeled with each arm of cabinet frame by 0 graduation mark of the center of the groove.
Above-mentioned hole stake survey tool, wherein, each arm of the cross includes closing on consolidating for the groove setting
Determine arm and the telescopic arm being arranged in the fixed arm, and the telescopic arm can be along the one end of the fixed arm away from the groove
Elongation is retracted.
Above-mentioned hole stake survey tool, wherein, the one end of each fixed arm away from the groove on the cross is equal
Neck is provided with, the telescopic arm connects a buckle by spring, to pass through when the telescopic arm stretches out the fixed arm
The buckle and the neck are fixed the telescopic arm.
Above-mentioned hole stake survey tool, wherein, the coordinate bar is applied to the grid deviation of measured hole stake.
Above-mentioned hole stake survey tool, wherein, the material of the coordinate bar is aluminium alloy.
Above-mentioned hole stake survey tool, wherein, the groove is circular groove.
Above-mentioned hole stake survey tool, wherein, a diameter of 2-5mm of the circular groove.
The invention also discloses the application method of above-mentioned hole stake survey tool, including：
The standard coordinate value for treating gaging hole stake is calculated according to drawing；
The survey tool is lain at the opening for treating gaging hole stake；
In the groove that the scale of one total powerstation is inserted to the survey tool；
The mobile scale and the survey tool, until the groove of survey tool described in the total station survey is located at institute
State and stop at the standard coordinate value for treating gaging hole stake；
The coordinate offset amount of gaging hole stake is treated according to being obtained the scale on the survey tool.
Foregoing invention has the following advantages that or beneficial effect：
The invention discloses a kind of hole stake survey tool and its application method, by setting coordinate bar to be in equiarm cross
Shape, and a groove is provided with the center of cross, and respectively using the center of groove as 0 on each arm of cross
Graduation mark is labeled with scale, so that in measured hole stake grid deviation, at the opening that the survey tool can be lain in hole stake,
The scale of total powerstation is inserted in the groove of coordinate bar afterwards, and mobile scale and coordinate bar are until total station survey groove is located at
At the standard coordinate value for treating gaging hole stake, further according to the grid deviation of the scale acquisition pores stake of coordinate bar, so as to quick and standard
True measurement portal stake whether offset criteria coordinate and specific offset, it is simple to operate, fast, and then effectively drop
Low construction cost.
Brief description of the drawings
By reading the detailed description made with reference to the following drawings to non-limiting example, the present invention and its feature, outside
Shape and advantage will become more apparent.Identical mark indicates identical part in whole accompanying drawings.Not can according to than
Example draws accompanying drawing, it is preferred that emphasis is show the purport of the present invention.
Fig. 1 is the structural representation of mesopore of embodiment of the present invention stake survey tool；
Fig. 2 is the application method flow chart of mesopore of embodiment of the present invention stake survey tool.
Embodiment
The present invention is further illustrated with specific embodiment below in conjunction with the accompanying drawings, but not as the limit of the present invention
It is fixed.
As shown in figure 1, the invention discloses a kind of hole stake survey tool, specifically, hole stake survey tool includes coordinate
Bar 1；The coordinate bar 1 is in equiarm cruciformity, and a groove 2 is provided with the center of the cross, and in the every of cross
Respectively scale is labeled with individual arm by 0 graduation mark of the center of groove 2.
In a specific embodiment of the invention, the length of above-mentioned coordinate bar 1 is 200cm, above-mentioned coordinate bar 1 it is each
The width of arm is 8cm, and thickness is 4cm.
In a preferred embodiment of the invention, each arm of above-mentioned cross includes closing on consolidating for the setting of groove 2
Determine arm and the telescopic arm being arranged in fixed arm, scale is provided with the fixed arm and telescopic arm, and telescopic arm can be along fixation
One end elongation or retraction of the arm away from groove 2, so that telescopic arm can be retracted to inside fixed arm in the not used time, so as to reduce
The volume of hole stake survey tool so that hole stake survey tool is easy to carry.
Specifically, in embodiment, the length of the telescopic arm is equal to the length of the fixed arm.
In a preferred embodiment of the invention, the one end of each fixed arm away from groove 2 on above-mentioned cross is equal
Neck is provided with, telescopic arm connects a buckle 3 by spring, to pass through buckle 3 and neck when telescopic arm stretches out fixed arm
Telescopic arm is fixed, telescopic arm is extended in Fig. 1, and buckle 3, which is stuck at neck, is fixed telescopic arm；Wherein, the buckle 3
For circular hollow plastic buckle, the spring is high-performance spring.
In a preferred embodiment of the invention, above-mentioned coordinate bar 1 is applied to the grid deviation of measured hole stake.
In a preferred embodiment of the invention, the material of above-mentioned coordinate bar 1 is aluminium alloy.
In a preferred embodiment of the invention, above-mentioned groove 2 is circular groove (circular high hardness alloy groove), with
It is easy to place slide calliper rule when using total station survey coordinate.
In a preferred embodiment of the invention, a diameter of 2-5mm (such as 2mm, 3mm, 4mm of above-mentioned circular groove
Or 5mm etc.).
As shown in Fig. 2 the invention also discloses the application method of above-mentioned hole stake survey tool, specifically, should include as follows
Step：
Step S1, the standard coordinate value for treating gaging hole stake is calculated according to drawing；I.e. according to the design drawing meter for treating gaging hole stake
Calculate the standard coordinate value for treating gaging hole stake, i.e. theoretical coordinate value.
Step S2, survey tool is lain at the opening for treating gaging hole stake；In operation, as far as possible the groove of survey tool
The center of gaging hole stake is treated in alignment, in order to find standard coordinate point as early as possible.
In step S3, the groove that the scale of a total powerstation is inserted to survey tool.
Step S4, mobile scale and survey tool, until the groove of total station survey survey tool, which is located at, treats gaging hole stake
Stop at standard coordinate value, i.e., now, the coordinate of the groove of total station survey survey tool is sat for the above-mentioned standard for treating gaging hole stake
Scale value.
Step S5, the coordinate offset amount for treating gaging hole stake is obtained according to the scale on survey tool, due to the survey tool
Scale is labeled with each arm by 0 graduation mark of the central recess of survey tool, therefore easily basis can treat gaging hole stake
Center obtain treat gaging hole stake coordinate offset amount.
It should be appreciated by those skilled in the art that those skilled in the art combine prior art and above-described embodiment can be with
Change case is realized, be will not be described here.Such change case has no effect on the substantive content of the present invention, will not be described here.
Presently preferred embodiments of the present invention is described above.It is to be appreciated that the invention is not limited in above-mentioned
Particular implementation, wherein the equipment and structure be not described in detail to the greatest extent are construed as giving reality with the common mode in this area
Apply；Any those skilled in the art, without departing from the scope of the technical proposal of the invention, all using the disclosure above
Methods and techniques content make many possible variations and modification to technical solution of the present invention, or be revised as equivalent variations etc.
Embodiment is imitated, this has no effect on the substantive content of the present invention.Therefore, every content without departing from technical solution of the present invention, foundation
The technical spirit of the present invention still falls within the present invention to any simple modifications, equivalents, and modifications made for any of the above embodiments
In the range of technical scheme protection.
Claims (8)
1. a kind of hole stake survey tool, it is characterised in that including coordinate bar；
The coordinate bar is in equiarm cruciformity, and the center of the cross is provided with a groove, and in the cross
Each arm on be respectively labeled with scale by 0 graduation mark of the center of the groove.
2. stake survey tool in hole as claimed in claim 1, it is characterised in that each arm of the cross includes closing on institute
The telescopic arm stated the fixed arm of groove setting and be arranged in the fixed arm, and the telescopic arm can be remote along the fixed arm
One end elongation of the groove is retracted.
3. stake survey tool in hole as claimed in claim 2, it is characterised in that each fixed arm on the cross is away from institute
The one end for stating groove is provided with neck, and the telescopic arm connects a buckle by spring, to stretch out institute in the telescopic arm
The telescopic arm is fixed by the buckle and the neck when stating fixed arm.
4. stake survey tool in hole as claimed in claim 1, it is characterised in that the coordinate bar is applied to the coordinate of measured hole stake
Deviation.
5. stake survey tool in hole as claimed in claim 1, it is characterised in that the material of the coordinate bar is aluminium alloy.
6. stake survey tool in hole as claimed in claim 1, it is characterised in that the groove is circular groove.
7. stake survey tool in hole as claimed in claim 6, it is characterised in that a diameter of 2-5mm of the circular groove.
8. a kind of application method of the stake of the hole as described in claim any one of 1-7 survey tool, it is characterised in that including：
The standard coordinate value for treating gaging hole stake is calculated according to drawing；
The survey tool is lain at the opening for treating gaging hole stake；
In the groove that the scale of one total powerstation is inserted to the survey tool；
The mobile scale and the survey tool, until the groove of survey tool described in the total station survey is located at described treat
Stop at the standard coordinate value of gaging hole stake；
The coordinate offset amount of gaging hole stake is treated according to being obtained the scale on the survey tool.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710492069.4A CN107152900B (en) | 2017-06-26 | 2017-06-26 | Hole pile measuring tool and using method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710492069.4A CN107152900B (en) | 2017-06-26 | 2017-06-26 | Hole pile measuring tool and using method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107152900A true CN107152900A (en) | 2017-09-12 |
| CN107152900B CN107152900B (en) | 2020-04-24 |
Family
ID=59795139
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710492069.4A Active CN107152900B (en) | 2017-06-26 | 2017-06-26 | Hole pile measuring tool and using method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107152900B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109282747A (en) * | 2018-10-11 | 2019-01-29 | 中海福陆重工有限公司 | A kind of underwater flange screw hole positioning measuring device |
| CN109468896A (en) * | 2018-11-07 | 2019-03-15 | 中衡设计集团工程咨询有限公司 | Non-fragment orbit track pouring construction localization tool |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4503615A (en) * | 1983-02-17 | 1985-03-12 | Schreiber Jerry B | Guide structure |
| CN101761003A (en) * | 2009-12-30 | 2010-06-30 | 中铁八局集团有限公司 | Construction measurement method of plate type convex barricade with unballasted track |
| CN201653419U (en) * | 2009-11-05 | 2010-11-24 | 青岛理工大学 | Baseline displacement observation target |
| CN202304750U (en) * | 2011-11-03 | 2012-07-04 | 中冶天工集团有限公司 | Measuring device for positioning pin and axle center by utilizing total station |
| CN202350698U (en) * | 2011-11-17 | 2012-07-25 | 浙江金刚汽车有限公司 | Hole position degree deviation measuring device |
| CN203364717U (en) * | 2013-05-30 | 2013-12-25 | 中国二十冶集团有限公司 | Ruler for measuring pile diameter and central point of pile position |
| CN204881432U (en) * | 2015-05-28 | 2015-12-16 | 中铁十局集团第三建设有限公司 | Tunnel is with flexible scale |
-
2017
- 2017-06-26 CN CN201710492069.4A patent/CN107152900B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4503615A (en) * | 1983-02-17 | 1985-03-12 | Schreiber Jerry B | Guide structure |
| CN201653419U (en) * | 2009-11-05 | 2010-11-24 | 青岛理工大学 | Baseline displacement observation target |
| CN101761003A (en) * | 2009-12-30 | 2010-06-30 | 中铁八局集团有限公司 | Construction measurement method of plate type convex barricade with unballasted track |
| CN202304750U (en) * | 2011-11-03 | 2012-07-04 | 中冶天工集团有限公司 | Measuring device for positioning pin and axle center by utilizing total station |
| CN202350698U (en) * | 2011-11-17 | 2012-07-25 | 浙江金刚汽车有限公司 | Hole position degree deviation measuring device |
| CN203364717U (en) * | 2013-05-30 | 2013-12-25 | 中国二十冶集团有限公司 | Ruler for measuring pile diameter and central point of pile position |
| CN204881432U (en) * | 2015-05-28 | 2015-12-16 | 中铁十局集团第三建设有限公司 | Tunnel is with flexible scale |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109282747A (en) * | 2018-10-11 | 2019-01-29 | 中海福陆重工有限公司 | A kind of underwater flange screw hole positioning measuring device |
| CN109468896A (en) * | 2018-11-07 | 2019-03-15 | 中衡设计集团工程咨询有限公司 | Non-fragment orbit track pouring construction localization tool |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107152900B (en) | 2020-04-24 |
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