CN202298676U - Dug pile foundation measurement device - Google Patents
Dug pile foundation measurement device Download PDFInfo
- Publication number
- CN202298676U CN202298676U CN2011204226615U CN201120422661U CN202298676U CN 202298676 U CN202298676 U CN 202298676U CN 2011204226615 U CN2011204226615 U CN 2011204226615U CN 201120422661 U CN201120422661 U CN 201120422661U CN 202298676 U CN202298676 U CN 202298676U
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- CN
- China
- Prior art keywords
- release lever
- carriage release
- measurement
- pile foundation
- measuring tube
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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.)
- Expired - Fee Related
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Abstract
The utility model discloses a dug pile foundation measurement device, which comprises a measurement tube (1), an inner moving rod (2), an outer through tube (8) and a rhombic measurement frame. The measurement tube (1) is arranged at the lower end of the outer through tube (8), and is detachably connected with the outer through tube (8). The inner moving rod (2) is arranged in holes of the measurement tube (1) and the outer through tube (8). A sliding chute (11) is formed on the measurement tube (1). A hinge shaft at the upper end of the rhombic measurement frame is arranged in the sliding chute (11) of the measurement tube (1), and is connected with the inner moving rod (2). A hinge shaft at the lower end of the rhombic measurement frame is connected with the measurement tube (1). Left and right hinge points of the rhombic measurement frame are in contact connection with the inner sidewall of a pile foundation. Length scale indicatrix is set on the outer surface of the inner moving rod (2). Therefore, the aperture of the pile foundation can be conveniently and quickly measured.
Description
Technical field
The utility model relates to a kind of hole digging pile measurement of pile foundation device, and especially a kind of adaptation is used for device that the diameter of hole digging pile is measured.
Background technology
In order to guarantee the quality of building, the bore dia of hole digging pile is had certain requirement, so hole digging pile measurement of pile foundation device is an important building product, in engineering construction; Pile foundation all is to adopt manual method to carry out open cut, after the stake completion is dug in manual work, needs to measure the pile foundation diameter; Now mostly is manual measurement, needs manual work to measure up and down, in the process of climbing; Inconvenient up and down, manual measurement also has danger in addition
Also there is not a kind of hole digging pile measurement of pile foundation device now.
Summary of the invention
In order to overcome above-mentioned technical disadvantages, the purpose of the utility model provides a kind of hole digging pile measurement of pile foundation device, therefore measures the pile foundation aperture easily and fast.
For achieving the above object; The technical scheme that the utility model is taked is: include measuring tube, interior carriage release lever, outer siphunculus and rhombus measurement bay; The lower end of siphunculus is provided with measuring tube outside; Measuring tube is set to connect with outer siphunculus is detachable, and interior carriage release lever is arranged in the hole of measuring tube and outer siphunculus, and measuring tube is provided with sliding tray; The upper end jointed shaft of rhombus measurement bay is arranged in the sliding tray of measuring tube and is set to connect with interior carriage release lever; The lower end jointed shaft of rhombus measurement bay is set to connect with measuring tube, and the left and right sides pin joint of rhombus measurement bay is set to connect with pile foundation inside wall contact, and interior carriage release lever external surface is provided with length scale index line.
In the time need measuring the aperture of pile foundation, survey crew stands in the upper end of pile foundation, is put into outer siphunculus the diverse location of pile foundation; Carriage release lever moves up and down in making, and the left and right sides pin joint of rhombus measurement bay is set to connect with pile foundation inside wall contact, the distance that moves up and down through interior carriage release lever; Calculate the distance between the left and right sides pin joint of rhombus measurement bay; Thereby judge the diameter of pile foundation, owing to designed measuring tube, interior carriage release lever, outer siphunculus and rhombus measurement bay, the distance correspondence between the distance that moves up and down through interior carriage release lever and the left and right sides pin joint of rhombus measurement bay; Measure the pore size of pile foundation; Need not move up and down through manual work, measure, therefore measure the pile foundation aperture easily and fast in pile foundation inside.
The utility model has designed, and measuring tube is set to connect with outer siphunculus screw-type.
The utility model has designed, and outer siphunculus is set to segment type, and the outer siphunculus of adjacent two joints is set to through detachable connection.
The utility model has designed, and the external surface of siphunculus is provided with length scale index line outside.
The utility model has designed, and interior carriage release lever is set to segment type, and the interior carriage release lever of adjacent two joints is set to through detachable connection.
The utility model has designed, and also includes roller, on the pin joint of the left and right sides of rhombus measurement bay, is respectively arranged with roller.
The utility model has designed; The rhombus measurement bay is set to include the carriage release lever I, goes up carriage release lever II, following carriage release lever I and following carriage release lever II; One end of last carriage release lever I and last carriage release lever II is set to connect with interior carriage release lever radial type; The jointed shaft of last carriage release lever I and last carriage release lever II and interior carriage release lever is arranged in the sliding tray of measuring tube; One end of following carriage release lever I and following carriage release lever II is set to connect with the measuring tube radial type, and the other end radial type that the other end of last carriage release lever I is set to down the carriage release lever I connects, and the other end of last carriage release lever II is set to connect with the other end radial type of following carriage release lever II.
The utility model has designed, and the other end of last carriage release lever I is provided with roller with the jointed shaft of the other end of following carriage release lever I, and the other end of last carriage release lever II is provided with roller with the jointed shaft of the other end of following carriage release lever II.
Description of drawings
Fig. 1 is the sketch map of the utility model:
Fig. 2 is the user mode sketch map of the utility model.
The specific embodiment
Accompanying drawing is an embodiment of the utility model; Specify present embodiment in conjunction with accompanying drawing; Include measuring tube 1, interior carriage release lever 2, outer siphunculus 8, last carriage release lever I 3, go up carriage release lever II 4, following carriage release lever I 5, following carriage release lever II 6 and roller 7; The lower end of siphunculus 8 is provided with measuring tube 1 outside; Measuring tube 1 is set to connect with outer siphunculus 8 screw-types, and interior carriage release lever 2 is arranged in the hole of measuring tube 1 and outer siphunculus 8, and measuring tube 1 is provided with sliding tray 11; One end of last carriage release lever I 3 and last carriage release lever II 4 is set to connect with interior carriage release lever 2 radial types; Last carriage release lever I 3 is arranged in the sliding tray 11 of measuring tube 1 with the jointed shaft of last carriage release lever II 4 with interior carriage release lever 2, and an end of following carriage release lever I 5 and following carriage release lever II 6 is set to connect with measuring tube 1 radial type, and connection of other end radial type and jointed shaft that the other end of last carriage release lever I 3 is set to down carriage release lever I 5 are provided with roller 7; The other end of last carriage release lever II 4 is set to connect with the other end radial type of following carriage release lever II 6 and jointed shaft is provided with roller 7, and interior carriage release lever 2 external surfaces are provided with length scale index line.
In the present embodiment, outer siphunculus 8 is set to segment type, and the outer siphunculus 8 of adjacent two joints is set to connect through screw-type, and the external surface of siphunculus 8 is provided with length scale index line outside.
In the present embodiment, interior carriage release lever 2 is set to segment type, and the interior carriage release lever 2 of adjacent two joints is set to connect through screw-type.
In the time need measuring to the aperture of pile foundation, use cover plate 9 the sealing of the hole of pile foundation, be placed into outer siphunculus 8 in the centre of pile foundation; Survey crew stands on the cover plate 9; Be put into the diverse location of pile foundation to outer siphunculus 8, carriage release lever 2 moves up and down in making, and carriage release lever I 3 is contacted with pile foundation with the pin joint of following carriage release lever II 6 with the pin joint of following carriage release lever I 5, last carriage release lever II 4; The distance that moves up and down through interior carriage release lever 2; Calculate the distance between the pin joint of pin joint and last carriage release lever II 4 and following carriage release lever II 6 of carriage release lever I 3 and following carriage release lever I 5, thereby judge the diameter of pile foundation, in the time need not measuring the aperture of pile foundation; It is parallel with measuring tube 1 that carriage release lever I 3, last carriage release lever II 4, following carriage release lever I 5 and following carriage release lever II 6 are shunk, and makes things convenient for the placement of device.
The characteristics of the utlity model has down:
1, owing to designed measuring tube 1, interior carriage release lever 2, outer siphunculus 8 and rhombus measurement bay; Distance correspondence between the distance that moves up and down through interior carriage release lever 2 and the left and right sides pin joint of rhombus measurement bay; Measure the pore size of pile foundation; Need not move up and down through manual work, measure, therefore measure the pile foundation aperture easily and fast in pile foundation inside.
2, measuring tube 1 has the wide slit of 14mm in this example, and the rhombus measurement bay is that 4 6*30mm laths are formed, and rhombus is measured frame end and is free to slide by interior steel pipe through the plectane wheel, changes rhombus measurement bay span.Rhombus frame bottom is welded on the outer steel pipe through bearing pin, and top and interior pipe flexibly connect.
3, in this example in the 1st joint carriage release lever 2 length be 1.2 meters, outer siphunculus 8 is 1.5 meters, all the other all are designed to 1.5 meters standard knots, cross the bottom joint and satisfy the different depth stake with the standard knot splicing and directly measure practicality.Pipe indicates scale in the first end top, and the scale variation is certain proportion with rhombus frame change width can learn bottom pile foundation diameter through upper data.
When 4, this instance used, survey crew only need stand in terrestrial operation and get final product, and need not down the stake internal measurement, improved the safety factor of survey crew greatly; This instance can freely be pulled down, assemble and satisfy the different depth practicality; The collapsible pipe outside of bottom rhombus frame inside is easy to loading and unloading.
5, this instance, the material that adopts is common steel tube and lath, buying easily, utensil structure is light-duty, and cost is low.
This shows, the utlity model has rational in infrastructurely, easy to operate that be convenient to dismounting, cost is low can to reuse characteristics such as safety factor height.
In hole digging pile measurement of pile foundation device technique field; Everyly include outside that the lower end of siphunculus 8 is provided with measuring tube 1; Measuring tube 1 is set to and outer 8 detachable connections of siphunculus; Interior carriage release lever 2 is arranged in the hole of measuring tube 1 and outer siphunculus 8; Measuring tube 1 is provided with sliding tray 11, and the upper end jointed shaft of rhombus measurement bay is arranged in the sliding tray 11 of measuring tube 1 and is set to connect with interior carriage release lever 2, and the lower end jointed shaft of rhombus measurement bay is set to connect with measuring tube 1; The left and right sides pin joint of rhombus measurement bay is set to connect with pile foundation inside wall contact, and interior carriage release lever 2 external surfaces are provided with the technology contents of length scale index line all in the protection domain of the utility model.
Claims (8)
1. hole digging pile measurement of pile foundation device; It is characterized in that: include measuring tube (1), interior carriage release lever (2), outer siphunculus (8) and rhombus measurement bay; The lower end of siphunculus (8) is provided with measuring tube (1) outside; Measuring tube (1) is set to and detachable connection of outer siphunculus (8); Interior carriage release lever (2) is arranged in the hole of measuring tube (1) and outer siphunculus (8); Measuring tube (1) is provided with sliding tray (11), and the upper end jointed shaft of rhombus measurement bay is arranged in the sliding tray (11) of measuring tube (1) and is set to connect with interior carriage release lever (2), and the lower end jointed shaft of rhombus measurement bay is set to connect with measuring tube (1); The left and right sides pin joint of rhombus measurement bay is set to connect with pile foundation inside wall contact, and interior carriage release lever (2) external surface is provided with length scale index line.
2. hole digging pile measurement of pile foundation device according to claim 1; It is characterized in that: measuring tube (1) is set to connect with outer siphunculus (8) screw-type.
3. hole digging pile measurement of pile foundation device according to claim 1; It is characterized in that: outer siphunculus (8) is set to segment type, and the outer siphunculus (8) of adjacent two joints is set to through detachable connection.
4. hole digging pile measurement of pile foundation device according to claim 1; It is characterized in that: the external surface of siphunculus (8) is provided with length scale index line outside.
5. hole digging pile measurement of pile foundation device according to claim 1; It is characterized in that: interior carriage release lever (2) is set to segment type, and the interior carriage release lever (2) of adjacent two joints is set to through detachable connection.
6. according to claim 1,2,3,4 or 5 described hole digging pile measurement of pile foundation devices; It is characterized in that: also include roller (7), on the pin joint of the left and right sides of rhombus measurement bay, be respectively arranged with roller (7).
7. according to claim 1,2,3,4 or 5 described hole digging pile measurement of pile foundation devices; It is characterized in that: the rhombus measurement bay is set to include carriage release lever I (3), last carriage release lever II (4), following carriage release lever I (5) and following carriage release lever II (6); One end of last carriage release lever I (3) and last carriage release lever II (4) is set to connect with interior carriage release lever (2) radial type; Last carriage release lever I (3) and last carriage release lever II (4) are arranged in the sliding tray (11) of measuring tube (1) with the jointed shaft of interior carriage release lever (2); One end of following carriage release lever I 5 () and following carriage release lever II (6) is set to connect with measuring tube (1) radial type; The other end radial type that the other end of last carriage release lever I (3) is set to down carriage release lever I (5) connects, and the other end of last carriage release lever II (4) is set to connect with the other end radial type of following carriage release lever II (6).
8. hole digging pile measurement of pile foundation device according to claim 6; It is characterized in that: upward the other end of carriage release lever I (3) is provided with roller (7) with the jointed shaft of the other end of following carriage release lever I (5), and the other end of last carriage release lever II (4) is provided with roller (7) with the jointed shaft of the other end of following carriage release lever II (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204226615U CN202298676U (en) | 2011-10-31 | 2011-10-31 | Dug pile foundation measurement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204226615U CN202298676U (en) | 2011-10-31 | 2011-10-31 | Dug pile foundation measurement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202298676U true CN202298676U (en) | 2012-07-04 |
Family
ID=46367605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204226615U Expired - Fee Related CN202298676U (en) | 2011-10-31 | 2011-10-31 | Dug pile foundation measurement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202298676U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877491B (en) * | 2012-10-25 | 2015-06-24 | 中国建筑第二工程局有限公司 | Simple hole verifier and application method thereof |
| CN106767356A (en) * | 2016-12-20 | 2017-05-31 | 中铁大桥局集团第四工程有限公司 | Suitable for the device and measurement method of planeness of pile foundation hole bottom flatness detection |
| CN109357592A (en) * | 2018-11-28 | 2019-02-19 | 中冶建工集团有限公司 | Artificial digging pile stake diameter and testing apparatus for verticality |
| CN110542365A (en) * | 2019-09-04 | 2019-12-06 | 丁正旺 | Soil-wood pile foundation construction pile foundation hole fixed-point detection device |
-
2011
- 2011-10-31 CN CN2011204226615U patent/CN202298676U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877491B (en) * | 2012-10-25 | 2015-06-24 | 中国建筑第二工程局有限公司 | Simple hole verifier and application method thereof |
| CN106767356A (en) * | 2016-12-20 | 2017-05-31 | 中铁大桥局集团第四工程有限公司 | Suitable for the device and measurement method of planeness of pile foundation hole bottom flatness detection |
| CN106767356B (en) * | 2016-12-20 | 2019-03-15 | 中铁大桥局集团第四工程有限公司 | Device and measurement method of planeness suitable for pile foundation hole bottom flatness detection |
| CN109357592A (en) * | 2018-11-28 | 2019-02-19 | 中冶建工集团有限公司 | Artificial digging pile stake diameter and testing apparatus for verticality |
| CN109357592B (en) * | 2018-11-28 | 2020-11-24 | 中冶建工集团有限公司 | Manual hole digging pile diameter and verticality detection device |
| CN110542365A (en) * | 2019-09-04 | 2019-12-06 | 丁正旺 | Soil-wood pile foundation construction pile foundation hole fixed-point detection device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120704 Termination date: 20151031 |
|
| EXPY | Termination of patent right or utility model |