CN101059336A - Suspended measuring method of stake inner displacement and the device - Google Patents
Suspended measuring method of stake inner displacement and the device Download PDFInfo
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- CN101059336A CN101059336A CN 200710022420 CN200710022420A CN101059336A CN 101059336 A CN101059336 A CN 101059336A CN 200710022420 CN200710022420 CN 200710022420 CN 200710022420 A CN200710022420 A CN 200710022420A CN 101059336 A CN101059336 A CN 101059336A
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- stake
- fixer
- flexible wires
- pillar
- displacement
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Abstract
The invention discloses a suspension measuring method for the internal displacement of post and a relative device, comprising a protective tube (2) in which a connector (4) is arranged, wherein the measuring device comprises a fixed block (6) and a flexible line (5), while one end of the flexible line (5) is arranged with a fixing device (3) in the connector (4), and another end is arranged with a weight (7), the flexible line (5) is coiled on the fixed block (6). The invention arranges the connector in the protective tube, uses the flexible line to slowly arrange the fixing device at the end of the flexible line into the protective tube, and fixes the fixing device on the connector, with the advantages in the internal displacement measurement of post longer than 50m.
Description
Technical field
The present invention relates to a kind of method for measurement and device thereof of stake inner displacement, relate in particular to a kind of suspended measuring method and device thereof of stake inner displacement.
Background technology
It all is at measured displacement place ornaments rigid rod that at present domestic and international stake inner displacement measures, and rigid rod is extended the place, ground, lays displacement transducer in masthead portion and carries out the displacement measurement.This method has been widely used since using always.But along with drilled pile is more and more longer, length even surpass 100m sometimes, this method of stake begins to show its defective, rigid rod causes existing tangible distortion phenomenon owing to various reasons have buckling phenomenon in the displacement transmittance process.External improving one's methods at present is to adopt the rigid rod method of delivering in relays, and thinks that the rigid rod transmission should control length about 20m, promptly about every section long 20m of rigid rod, measures this section with sensor and moves and be passed to ground, is total displacement with multistage is displacement superposed.Obviously, because method is intrinsic, every section displacement counts the influence of sensor error in measurement, and the transmission of multistage overlay error is bigger; Its technology relative complex in addition, Master Cost is higher, therefore, improves to some extent though the more traditional stake inner displacement of this method of testing measures, and uses lessly at home, still adopts one section traditional rigid rod method of testing.
Summary of the invention
The invention provides a kind of suspended measuring method and device thereof that can improve the stake inner displacement of ultra-long pile stake inner displacement measurement accuracy.
The present invention adopts following technical scheme:
A kind of suspended measuring method of stake inner displacement, this method may further comprise the steps:
1. piecing devices are set in pillar,
2. pillar is embedded in the stake,
3. the end in flexible wires is provided with fixer, and this fixer is put into pillar, makes fixer be fixed on the piecing devices,
4. the other end of flexible wires is walked around fixed pulley, and weight is set at this end,
5. stake is applied acting force,
6. measure the displacement of flexible wires.
The suspended measuring device of stake inner displacement comprises pillar, is provided with piecing devices in pillar, and this measuring equipment comprises fixed pulley and flexible wires, is provided with fixer at an end of flexible wires, and the other end is provided with weight, and flexible wires is on fixed pulley.
Compared with prior art, the present invention has the following advantages:
1, measurement accuracy height of the present invention.It all is at measured displacement place ornaments rigid rod that at present domestic and international stake inner displacement measures, and rigid rod is extended the place, ground, lays displacement transducer in masthead portion and carries out the displacement measurement.This method has been widely used since using always, but along with drilled pile is more and more longer, sometimes length even surpass 100m, this method of stake begins to show its defective, rigid rod is owing to various reasons have buckling phenomenon, cause in the displacement transmittance process, existing tangible distortion phenomenon, be difficult to guarantee measurement accuracy, the present invention is then by being provided with piecing devices in pillar, the fixer that will be located at this flexible wires end by flexible wires is slowly put into pillar, make fixer be fixed on the piecing devices at last, make dark stake such as fixer and its grade that identical distortion be arranged, the other end with flexible wires is provided with weight again, on fixed pulley, has guaranteed that the part of flexible wires in pillar always is in straight configuration, can not produce buckling phenomenon, thereby guaranteed the precision that measures, especially when measurement in the stake inner displacement of 50m was grown up in the i.e. stake of ultra-long pile, this advantage was more outstanding.
2, the present invention can reduce cost.
Traditional rigidity method for measurement is when measuring ultra-long pile, be difficult to guarantee the precision that measures, external improving one's methods at present is to adopt the rigid rod method of delivering in relays, think that the rigid rod transmission should control length about 20m, be about every section long 20m of rigid rod, measuring this section with sensor moves and is passed to ground, be total displacement with multistage is displacement superposed, obviously, its technology relative complex, Master Cost is higher, and the used device of the present invention is simple, after test finished, measuring equipment can reclaim, and had reduced the measurement cost when the ultra-long pile internal displacement measured.
Description of drawings
Fig. 1 is the structural representation of stake inner displacement measuring equipment of the present invention.
Fig. 2 is the structural representation of piecing devices of the present invention and fixer.
Fig. 3 be piecing devices of the present invention and fixer the user mode reference diagram.
Have among the above figure: 1, stake 2, pillar 3, fixer 31, stanchion matrix 4, piecing devices 5, flexible wires 6, fixed pulley 7, weight 8, displacement transducer 9, support bar
Embodiment
A kind of suspended measuring method of stake inner displacement, this method may further comprise the steps:
1. piecing devices 4 are set in pillar 2,
2. pillar 2 is embedded in the stake 1,
3. the end in flexible wires 5 is provided with fixer 3, and this fixer 3 is put into pillar 2, makes fixer 3 be fixed on the piecing devices 4,
4. the other end of flexible wires 5 is walked around fixed pulley 6, and weight 7 is set at this end,
5. stake 1 is applied acting force,
6. measure the displacement of flexible wires 5.
A kind of suspended measuring device of stake inner displacement, comprise pillar 2, in pillar 2, be provided with piecing devices 4, this measuring equipment comprises fixed pulley 6 and flexible wires 5, end in flexible wires 5 is provided with fixer 3, the other end is provided with weight 7, flexible wires 5 is on fixed pulley 6, in the present embodiment, described flexible wires 5 is a steel wire, and piecing devices 4 are the rectangle draw-in groove, and fixer 3 comprises columnar shape basal 31 and the support bar 9 of hinge joint on columnar shape basal 31, on support bar 9, be provided with lead-in wire, support bar 9 is in rounding state putting into the pillar process, when fixer 3 arrives the rectangle draw-in groove at the predetermined place that fathoms, and the pulling lead-in wire, this moment, support bar 9 just opened, and just can be fixed on the piecing devices 4 such as rectangle draw-in groove.
Claims (5)
1, a kind of suspended measuring method of stake inner displacement is characterized in that, this method may further comprise the steps:
Piecing devices (4) 1. are set in pillar (2),
2. pillar (2) is embedded in the stake (1),
3. the end in flexible wires (5) is provided with fixer (3), and this fixer (3) is put into pillar (2), makes fixer (3) be fixed on the piecing devices (4),
4. the other end of flexible wires (5) is walked around fixed pulley (6), and weight (7) is set at this end,
5. stake (1) is applied acting force,
6. measure the displacement of flexible wires (5).
2, a kind of suspended measuring device of stake inner displacement of the suspended measuring method that is used to implement the described stake inner displacement of claim 1, comprise pillar (2), it is characterized in that in pillar (2), being provided with piecing devices (4), this measuring equipment comprises fixed pulley (6) and flexible wires (5), end in flexible wires (5) is provided with fixer (3), fixer (3) is arranged in the piecing devices (4) of pillar (2), and the other end is provided with weight (7), and flexible wires (5) is on fixed pulley (6).
3, the suspended measuring device of stake inner displacement according to claim 2 is characterized in that described flexible wires (5) is steel wire.
4, the suspended measuring device of stake inner displacement according to claim 2 is characterized in that described piecing devices (4) are the rectangle draw-in groove.
5, according to the suspended measuring device of claim 2 or 3 or 4 described stake inner displacements, it is characterized in that described fixer (3) comprises columnar shape basal (31), columnar shape basal (31) is provided with support bar (9), and support bar (9) is rotationally connected with columnar shape basal (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200710022420XA CN100443855C (en) | 2007-05-18 | 2007-05-18 | Suspended measuring method of stake inner displacement and the device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200710022420XA CN100443855C (en) | 2007-05-18 | 2007-05-18 | Suspended measuring method of stake inner displacement and the device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101059336A true CN101059336A (en) | 2007-10-24 |
| CN100443855C CN100443855C (en) | 2008-12-17 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200710022420XA Expired - Fee Related CN100443855C (en) | 2007-05-18 | 2007-05-18 | Suspended measuring method of stake inner displacement and the device |
Country Status (1)
| Country | Link |
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| CN (1) | CN100443855C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103063175A (en) * | 2012-12-19 | 2013-04-24 | 东南大学 | Hanging-type electric displacement measuring device |
| CN104390542A (en) * | 2014-11-12 | 2015-03-04 | 郑州磨料磨具磨削研究所有限公司 | Limit gauge detecting device and limit gauge detecting method using same |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4326337A (en) * | 1980-05-01 | 1982-04-27 | Kawasaki Seitetsu Kabushiki Kaisha | Measuring instrument for the profile of piled charge of a blast furnace |
| CN1150203A (en) * | 1995-11-02 | 1997-05-21 | 徐晓原 | Method for immediately monitoring quality of pipe sinking poured pile |
| JP2000321048A (en) * | 1999-05-07 | 2000-11-24 | Yazaki Corp | Apparatus for measuring bore diameter of die for small- gage wire |
| CN1161593C (en) * | 2002-07-19 | 2004-08-11 | 张百全 | Self-anchored loading method of testing axial bearing capacity of pile foundation |
| CN2575636Y (en) * | 2002-11-01 | 2003-09-24 | 董一全 | Driving belt wheel centring device |
-
2007
- 2007-05-18 CN CNB200710022420XA patent/CN100443855C/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103063175A (en) * | 2012-12-19 | 2013-04-24 | 东南大学 | Hanging-type electric displacement measuring device |
| CN103063175B (en) * | 2012-12-19 | 2014-03-12 | 东南大学 | Hanging-type electric displacement measuring device |
| CN104390542A (en) * | 2014-11-12 | 2015-03-04 | 郑州磨料磨具磨削研究所有限公司 | Limit gauge detecting device and limit gauge detecting method using same |
| CN104390542B (en) * | 2014-11-12 | 2017-08-25 | 郑州磨料磨具磨削研究所有限公司 | Difference gauge detection means and the difference gauge detection method using the device |
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| Publication number | Publication date |
|---|---|
| CN100443855C (en) | 2008-12-17 |
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Granted publication date: 20081217 Termination date: 20120518 |