CN114166093A - Auxiliary device for measuring pile diameter and pile center coordinates - Google Patents
Auxiliary device for measuring pile diameter and pile center coordinates Download PDFInfo
- Publication number
- CN114166093A CN114166093A CN202111530140.6A CN202111530140A CN114166093A CN 114166093 A CN114166093 A CN 114166093A CN 202111530140 A CN202111530140 A CN 202111530140A CN 114166093 A CN114166093 A CN 114166093A
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- pile
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- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000002093 peripheral effect Effects 0.000 claims 1
- 238000005259 measurement Methods 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004065 semiconductor Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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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
- G01B5/08—Measuring arrangements characterised by the use of mechanical techniques for measuring diameters
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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
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The auxiliary device for measuring the pile diameter and the pile center coordinate is characterized by comprising a central ring and a plurality of telescopic support arms, wherein the plurality of telescopic support arms are uniformly distributed on the circumference of the central ring in a surrounding manner, the middle section of each telescopic support arm is provided with a telescopic structure, scales are arranged on the telescopic support arms, the outermost ends of the telescopic support arms are provided with clamping buckles, and the clamping buckles are clamped on the outer wall of a pile body from the outer side; a pile core cross member is arranged at the center of the center ring, and the cross point of the cross member is coincided with the center of the center ring. This auxiliary device passes through telescopic structure's support arm cooperation center ring structure, can adapt to the stake footpath of different specifications, fixes a position fast and locks to simplify the measurement step and prepare work, promote efficiency and measuring accuracy.
Description
[ technical field ] A method for producing a semiconductor device
The invention relates to the technical field of constructional engineering, in particular to a rapid auxiliary measuring device for a pile diameter and pile center coordinate module.
[ background of the invention ]
With the development of the infrastructure industry of China and the wide application of technologies such as prestressed pipe piles, rotary excavating and pouring, the measurement of pile foundations is more and more emphasized, and the existing method for measuring the center coordinates and the diameter of the pile is low in efficiency and prone to deviation. The utility model provides a swift measurement auxiliary device now, has not only improved the measuring progress, has still promoted work efficiency.
[ summary of the invention ]
The invention provides an auxiliary device for measuring the coordinates of the pile diameter and the pile center, aiming at the problems, and the paving device can quickly position the pile center and measure the coordinates. Simple to use easily operates, promotes and measures precision and efficiency.
The invention relates to an auxiliary device for measuring the diameter and the central coordinate of a pile, which comprises a central ring and telescopic support arms, wherein a plurality of telescopic support arms are uniformly distributed on the circumference of the central ring in a surrounding manner, the middle section of each telescopic support arm is provided with a telescopic structure, scales are arranged on the telescopic support arms, and the outermost ends of the telescopic support arms are provided with clamping buckles which are clamped on the outer wall of a pile body from the outer side; a pile core cross member is arranged at the center of the center ring, and the cross point of the cross member is coincided with the center of the center ring.
The telescopic structure of the telescopic support arm is a nested stretching structure, the telescopic support arm comprises a first telescopic joint and a second telescopic joint, the first telescopic joint is sleeved on the second telescopic joint to form a sliding telescopic structure, and scales are marked at the position of the second telescopic joint corresponding to the second telescopic joint.
The number of the telescopic support arms arranged on the circumference of the central ring is 4, 6 or 8, and the telescopic support arms are uniformly distributed around the circumference of the central ring.
The outermost end of the telescopic support arm, which is far away from the central ring, is provided with a clamping buckle, the clamping buckle comprises a connecting part and a buckling part, the connecting part is connected with the outermost end part of the telescopic support arm, and the buckling part is suitable for being tightly buckled on the outer wall of the pile body.
The clamping and fastening device further comprises a supporting part, the supporting part supports two sections which are far away from each other at the connecting part and the fastening part to form a right-angled triangle structure, one right-angled edge is the connecting part and is connected to the lower surface of the telescopic support arm, and the fastening part is connected with the connecting part at a right angle and faces the direction of the pile body.
The central ring is a steel plate with the thickness of 1mm and the diameter of 100 mm.
The telescopic arm is made of steel bars of 50mm 300mm 1 mm.
The circumferential surface of the central ring is provided with a notch into which the corresponding telescopic support arm is inserted, and the thickness of the notch is 1 mm.
The central ring and the telescopic support arm are locked and fixed through a nut.
[ description of the drawings ]
FIG. 1 is a schematic structural diagram of an auxiliary device for measuring the diameter and center coordinates of a pile according to the present invention;
FIG. 2 is an enlarged view A of a portion of FIG. 1 of the present invention;
FIG. 3 is a schematic structural diagram of the auxiliary device for measuring the diameter and center coordinates of a pile according to the present invention;
wherein: 10. a central circular ring; 11. a notch; 20. a telescopic support arm; 21. a first expansion joint; 22. a second expansion joint; 23. calibration; 30. clamping and fastening; 31. a connecting portion; 32. a fastening part; 33. a support portion; 40. a cross member.
[ detailed description ] embodiments
The invention will be described in detail below with reference to the drawings, wherein examples of the embodiments are shown in the drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
Please refer to fig. 1: the auxiliary device for measuring the pile diameter and the pile center coordinate comprises a central ring 10 and telescopic support arms 20, wherein a plurality of telescopic support arms 20 are uniformly distributed around the circumference of the central ring 10, the middle section of each telescopic support arm 20 is provided with a telescopic structure, scales are arranged on each telescopic support arm, the outermost end of each telescopic support arm is provided with a clamping buckle 30, and the clamping buckles 30 are clamped on the outer wall of a pile body from the outer side; a pile core cross member 40 is provided at the centre of the central ring 10, the intersection of the cross member 40 coinciding with the centre of the central ring 10.
Please refer to fig. 2: the telescopic structure of the telescopic support arm 20 is a nested stretching structure, the telescopic support arm 20 comprises a first telescopic joint 21 and a second telescopic joint 22, the first telescopic joint 21 is sleeved on the second telescopic joint 22 to form a sliding telescopic structure, and scales 23 are marked at the position of the second telescopic joint 22 corresponding to the first telescopic joint 21.
The number of the telescopic support arms 20 arranged on the circumference of the central ring 10 is 4, 6 or 8, and the telescopic support arms are uniformly distributed around the circumference of the central ring 10.
The outermost end of the telescopic arm 20 far from the central ring 10 is provided with a clamping buckle 30, the clamping buckle comprises a connecting part 31 and a buckling part 32, the connecting part 31 is connected with the outermost end of the telescopic arm 20, and the buckling part 32 is suitable for being tightly buckled on the outer wall of the pile body.
The clamping buckle 30 further comprises a support part 33, the support part 33 is supported on two sections of the connecting part 31 and the buckling part 32 which are far away from each other to form a right-angled triangle configuration, one right-angled side is the connecting part 31 and is connected to the lower surface of the telescopic support arm 20, and the buckling part 32 is connected with the connecting part 31 in a right-angled manner and faces the direction of the pile body.
Please refer to fig. 3: the central ring 10 is a 1mm thick steel plate with a diameter of 100 mm.
The telescopic arm 20 is made of steel strip of 50mm x 300mm x 1 mm.
The circumferential surface of the central ring 10 is provided with a notch 11 into which the corresponding telescopic arm is inserted, and the width of the notch 11 is 1 mm. The central ring 10 and the telescopic support arm 20 are locked and fixed through a nut.
When the telescopic support arm is used, the position of the first telescopic joint 21 of the telescopic support arm relative to the second telescopic joint 22 is approximately stretched to be the designed size of the drawing, and the tail end of the telescopic support arm 20 is inserted into the notch 11 of the central ring 10 and is locked by a nut.
When the diameter of the pile is measured, the telescopic support arm is stretched into a corresponding radius according to the diameter of the pile in the drawing of the measuring pile, then the device is placed at the end head of the pile end, the clamping buckle 30 is adjusted to enable the clamping buckle 30 to be tightly attached to the pile body and locked, and then the reading of a standard ruler is recorded, namely the length of the radius of the pile.
And the measurement of the pile center coordinate is to place the prism 100 or the GPS positioning device at the cross center of the middle cross member 40 after the above steps are completed, and the measured coordinate is the pile center coordinate.
The support arm with the telescopic structure is matched with the central circular ring structure, so that the pile diameter of different specifications can be adapted, the positioning and the locking are realized quickly, the measurement steps are simplified, the preparation work is performed, and the efficiency and the measurement accuracy are improved.
Although the present invention has been described with reference to a preferred embodiment, it should be understood that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (9)
1. The auxiliary device for measuring the pile diameter and the pile center coordinate is characterized by comprising a central ring and a plurality of telescopic support arms, wherein the plurality of telescopic support arms are uniformly distributed on the circumference of the central ring in a surrounding manner, the middle section of each telescopic support arm is provided with a telescopic structure, scales are arranged on the telescopic support arms, the outermost ends of the telescopic support arms are provided with clamping buckles, and the clamping buckles are clamped on the outer wall of a pile body from the outer side; a pile core cross member is arranged at the center of the center ring, and the cross point of the cross member is coincided with the center of the center ring.
2. The auxiliary device for measuring the pile diameter and the pile center coordinate according to claim 1, wherein the telescopic structure of the telescopic arm is a nested stretching structure, the telescopic arm comprises a first telescopic joint and a second telescopic joint, the first telescopic joint is sleeved on the second telescopic joint to form a sliding telescopic structure, and a scale is marked on the second telescopic joint corresponding to the position of the second telescopic joint.
3. The auxiliary device for measuring the pile diameter and the pile center coordinate of claim 2, wherein 4, 6 or 8 telescopic support arms are arranged on the circumference of the central ring and are uniformly distributed around the circumference of the central ring.
4. The auxiliary device for measuring the pile diameter and the pile center coordinate of claim 2, wherein a fastening buckle is arranged at the outermost end of the telescopic arm far away from the center ring, the fastening buckle comprises a connecting part and a buckling part, the connecting part is connected with the outermost end of the telescopic arm, and the buckling part is suitable for being buckled on the outer wall of the pile body in a tight fit manner.
5. The auxiliary device for measuring the pile diameter and the pile center coordinate of claim 4, wherein the fastener further comprises a support portion, the support portion is supported on two sections away from each other of the connecting portion and the fastening portion to form a right triangle, one of the right-angled sides is the connecting portion and is connected to the lower surface of the telescopic arm, and the fastening portion is connected to the connecting portion at a right angle and faces the pile body.
6. The pile diameter and pile center coordinate measuring auxiliary device of claim 1, wherein the center ring is a steel plate with a thickness of 1mm and a diameter of 100 mm.
7. The auxiliary device for measuring the diameter and the center coordinate of a pile according to claim 4, wherein the telescopic arm is made of steel bars 50mm x 300mm x 1 mm.
8. The pile diameter and pile center coordinate measuring auxiliary device of claim 7, wherein the peripheral surface of the center ring is provided with a notch into which the corresponding telescopic arm is inserted, and the thickness of the notch is 1 mm.
9. The auxiliary device for measuring the diameter and the center coordinate of the pile according to claim 8, wherein the center ring and the telescopic arm are locked and fixed by a nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111530140.6A CN114166093A (en) | 2021-12-14 | 2021-12-14 | Auxiliary device for measuring pile diameter and pile center coordinates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111530140.6A CN114166093A (en) | 2021-12-14 | 2021-12-14 | Auxiliary device for measuring pile diameter and pile center coordinates |
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| Publication Number | Publication Date |
|---|---|
| CN114166093A true CN114166093A (en) | 2022-03-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111530140.6A Pending CN114166093A (en) | 2021-12-14 | 2021-12-14 | Auxiliary device for measuring pile diameter and pile center coordinates |
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| CN (1) | CN114166093A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114875917A (en) * | 2022-04-20 | 2022-08-09 | 中铁大桥局集团有限公司 | Underwater steel pipe pile circle center positioning device and positioning method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020005255A1 (en) * | 2000-07-14 | 2002-01-17 | Paulo Leonardi | One piece device |
| CN203022032U (en) * | 2012-12-10 | 2013-06-26 | 西安建筑科技大学 | Auxiliary tool for retest of pile position |
| 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 |
| JP2017096688A (en) * | 2015-11-19 | 2017-06-01 | 株式会社大林組 | Long material positioning method and long material positioning support device |
| CN211696396U (en) * | 2020-04-13 | 2020-10-16 | 中建三局集团有限公司 | Device for detecting perpendicularity of pile casing and positioning pile position lofting auxiliary positioning |
| CN113280721A (en) * | 2021-04-25 | 2021-08-20 | 中铁建工集团有限公司 | Pile core positioning device and pile core positioning method |
-
2021
- 2021-12-14 CN CN202111530140.6A patent/CN114166093A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020005255A1 (en) * | 2000-07-14 | 2002-01-17 | Paulo Leonardi | One piece device |
| CN203022032U (en) * | 2012-12-10 | 2013-06-26 | 西安建筑科技大学 | Auxiliary tool for retest of pile position |
| 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 |
| JP2017096688A (en) * | 2015-11-19 | 2017-06-01 | 株式会社大林組 | Long material positioning method and long material positioning support device |
| CN211696396U (en) * | 2020-04-13 | 2020-10-16 | 中建三局集团有限公司 | Device for detecting perpendicularity of pile casing and positioning pile position lofting auxiliary positioning |
| CN113280721A (en) * | 2021-04-25 | 2021-08-20 | 中铁建工集团有限公司 | Pile core positioning device and pile core positioning method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114875917A (en) * | 2022-04-20 | 2022-08-09 | 中铁大桥局集团有限公司 | Underwater steel pipe pile circle center positioning device and positioning method |
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Application publication date: 20220311 |