CN200986440Y - Device for detecting height of concrete filling pile - Google Patents
Device for detecting height of concrete filling pile Download PDFInfo
- Publication number
- CN200986440Y CN200986440Y CN 200620172508 CN200620172508U CN200986440Y CN 200986440 Y CN200986440 Y CN 200986440Y CN 200620172508 CN200620172508 CN 200620172508 CN 200620172508 U CN200620172508 U CN 200620172508U CN 200986440 Y CN200986440 Y CN 200986440Y
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- detection probe
- electronic cable
- cable winch
- parameter detecting
- detecting record
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Abstract
The utility model relates to a device to measure the height of bored concrete piles. The device to measure the height of bored concrete piles consists of a detection probe (10), an electric wire cable winch (1) and a parameter checkout recording case (27). The utility model effectively eliminates the problem of inefficiency of measurement of height of concrete piles and difficulty in accurate calculation through integrated application of the detection probe (10), the electric wire cable winch (1) and the parameter checkout recording case (27).
Description
Affiliated technical field
The utility model relates to a kind of measurement mechanism, especially a kind of device of measuring the cast-in-place concrete pile height.
Background technology
At present, a large amount of concrete drilling bored concrete piles that use in the known engineering project, in work progress, the measurement of bored concrete pile height is mostly adopted according to concrete spouting to go into the method for amount estimation or adopt the method for weight degree of depth estimation, and the restriction that these methods are subjected to construction condition often detection efficiency lowly and highly is difficult to calculate accurately.Owing to above reason, in work progress through regular meeting the consequence that the bored concrete pile height surpasses or be lower than design load appears, and so not only caused concrete waste but also be that from now on engineering construction has brought building safety hidden danger.
Summary of the invention
In order to overcome existing bored concrete pile height detection inefficiency and to be difficult to calculate not enough accurately, the utility model provides a kind of device of measuring the cast-in-place concrete pile height, this device efficiently solves bored concrete pile height detection inefficiency and is difficult to calculate problem accurately by the integrated application of detection probe (10), electronic cable winch (1) and parameter detecting record case (27).
The technical scheme that its technical matters that solves the utility model adopts is: a kind of device of measuring the cast-in-place concrete pile height is made of detection probe (10), electronic cable winch (1) and parameter detecting record case (27).Top in detection probe (10) is connected with detection probe power supply signal line (8) by detection probe tail seal lid (9).The middle part of detection probe (10) is provided with detection probe flank (11), and the quantity of detection probe flank (11) is two or more.Top at the detection probe inner sealing cavity (15) of detection probe (10) is provided with detection probe control circuit board (16), is provided with detection probe inner parameter sensor (17) under detection probe control circuit board (16).Detection probe inner parameter sensor (17) interconnects by electric rotating machine tailing axle (18) and rotary motor rotor (20), and rotary motor rotor (20) is again by the electric rotating machine shaft bearing (19) of both sides and the inwall of preceding axle bearing (22) of electric rotating machine and detection probe inner sealing cavity (15) interconnect up and down.Be provided with rotary electric machine (21) on the circumference of rotary motor rotor (20), rotary electric machine (21) interfixes with the inwall of detection probe inner sealing cavity (15).Detection probe front end turning axle (12) is fixed with rotary motor rotor (20) lower end, detection probe front end turning axle (12) passes detection probe head seal device (23) back and creeps into conehead (13) with detection probe and interconnect, and creeps in detection probe to be provided with detection probe on the conehead (13) and to creep into conehead helical tooth (14).The inside of electronic cable winch (1) is provided with electronic cable winch electric wire capstan winch (3), on the electronic cable capstan handwheel central shaft (4) of electronic cable winch electric wire capstan winch (3) electronic cable capstan handwheel (2) is housed.Front end at electronic cable winch (1) is extended with electronic cable winch front end guiding fixed pulley support (7).Upward electronic cable winch front end guiding fixed pulley (5) is installed at electronic cable winch front end guiding fixed pulley support (7) by electronic cable winch front end guiding fixed pulley central rotating shaft (6).Be provided with electronic cable winch control telecommunication cable (24) on the rear end face of electronic cable winch (1), the end of controlling telecommunication cable (24) at electronic cable winch is provided with electronic cable winch control telecommunication cable plug (33).On the parameter detecting record case case lid front end face (28) of parameter detecting record case (27), be provided with display screen (29).Parameter detecting record case case lid front end face (28) connects hinge (30) by parameter detecting record case case lid and is connected with bottom casing (34).On the upper surface of bottom casing (34), be provided with the case supply socket (26) of parameter detecting record, be provided with parameter detecting record case signal wire socket (25) in the below of parameter detecting record case supply socket (26), right side at parameter detecting record case signal wire socket (25) is provided with mini-printer (31), be provided with control button (32) in the below of mini-printer (31), and the quantity of control button (32) is two or more.During use, electronic cable winch control telecommunication cable plug (33) is connected with parameter detecting record case signal wire socket (25), electronic cable winch (1) is fixed on directly over the cast-in-place concrete pile then, allow parameter detecting record case (27) the electronic cable winch of control (1) emit detection probe (10) downwards by clicking control button (32) simultaneously, detection probe is crept into conehead (13) high speed rotating in the process that detection probe (10) is transferred, detection probe inner parameter sensor (17) can detect the relevant physical parameter that detection probe is crept into conehead (13) in real time, and send correlation parameter to parameter detecting record case (27) by detection probe power supply signal line (8), outcome parameter detection record case (27) shows the bored concrete pile height parameter of measuring by corresponding analytical calculation by display screen (29), so just reached the purpose of quick and precisely measuring the bored concrete pile height.
The beneficial effects of the utility model are, utilize the integrated application of detection probe (10), electronic cable winch (1) and parameter detecting record case (27), efficiently solve bored concrete pile height detection inefficiency and are difficult to calculate problem accurately.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the utility model outside drawing.
Fig. 2 is the utility model detection probe internal cross section figure.
Fig. 3 is the utility model parameter detecting record case outside drawing.
1. electronic cable winches among the figure, 2. electronic cable capstan handwheel, 3. electronic cable winch electric wire capstan winch, 4. electronic cable capstan handwheel central shaft, 5. electronic cable winch front end guiding fixed pulley, 6. electronic cable winch front end guiding fixed pulley central rotating shaft, 7. electronic cable winch front end guiding fixed pulley support, 8. detection probe power supply signal line, 9. the detection probe tail seal is covered, 10. detection probe, 11. detection probe flank, 12. detection probe front end turning axle, 13. detection probe is crept into conehead, 14. detection probe is crept into the conehead helical tooth, 15. detection probe inner sealing cavity, 16. the detection probe control circuit board, 17. detection probe inner parameter sensors, 18. electric rotating machine tailing axles, 19. electric rotating machine shaft bearing, 20. rotary motor rotor, axle bearing before 21. rotary electric machines, 22. electric rotating machines, 23. detection probe head seal device, 24. electronic cable winch control telecommunication cable, 25. parameter detecting record case signal wire socket, the supply socket of 26. parameter detecting record case, 27. parameter detecting record case, 28. parameter detecting record case case lid front end face, 29. display screens, 30. parameter detecting record case case lid connects hinge, 31. mini-printer, 32. the control button, 33. electronic cable winch control telecommunication cable plugs, 34. bottom casings.
Embodiment
In Fig. 1, a kind of device of measuring the cast-in-place concrete pile height is made of detection probe (10), electronic cable winch (1) and parameter detecting record case (27).Top in detection probe (10) is connected with detection probe power supply signal line (8) by detection probe tail seal lid (9).The middle part of detection probe (10) is provided with detection probe flank (11), and the quantity of detection probe flank (11) is two or more.The inside of electronic cable winch (1) is provided with electronic cable winch electric wire capstan winch (3), on the electronic cable capstan handwheel central shaft (4) of electronic cable winch electric wire capstan winch (3) electronic cable capstan handwheel (2) is housed.Front end at electronic cable winch (1) is extended with electronic cable winch front end guiding fixed pulley support (7).Upward electronic cable winch front end guiding fixed pulley (5) is installed at electronic cable winch front end guiding fixed pulley support (7) by electronic cable winch front end guiding fixed pulley central rotating shaft (6).Be provided with electronic cable winch control telecommunication cable (24) on the rear end face of electronic cable winch (1), the end of controlling telecommunication cable (24) at electronic cable winch is provided with electronic cable winch control telecommunication cable plug (33).During use, electronic cable winch control telecommunication cable plug (33) is connected with parameter detecting record case signal wire socket (25), electronic cable winch (1) is fixed on directly over the cast-in-place concrete pile then, allow parameter detecting record case (27) the electronic cable winch of control (1) emit detection probe (10) downwards by clicking control button (32) simultaneously, detection probe is crept into conehead (13) high speed rotating in the process that detection probe (10) is transferred, detection probe inner parameter sensor (17) can detect the relevant physical parameter that detection probe is crept into conehead (13) in real time, and send correlation parameter to parameter detecting record case (27) by detection probe power supply signal line (8), outcome parameter detection record case (27) shows the bored concrete pile height parameter of measuring by corresponding analytical calculation by display screen (29), so just reached the purpose of quick and precisely measuring the bored concrete pile height.
In Fig. 2, be provided with detection probe control circuit board (16) on the top of the detection probe inner sealing cavity (15) of detection probe (10), under detection probe control circuit board (16), be provided with detection probe inner parameter sensor (17).Detection probe inner parameter sensor (17) interconnects by electric rotating machine tailing axle (18) and rotary motor rotor (20), and rotary motor rotor (20) is again by the electric rotating machine shaft bearing (19) of both sides and the inwall of preceding axle bearing (22) of electric rotating machine and detection probe inner sealing cavity (15) interconnect up and down.Be provided with rotary electric machine (21) on the circumference of rotary motor rotor (20), rotary electric machine (21) interfixes with the inwall of detection probe inner sealing cavity (15).Detection probe front end turning axle (12) is fixed with rotary motor rotor (20) lower end, detection probe front end turning axle (12) passes detection probe head seal device (23) back and creeps into conehead (13) with detection probe and interconnect, and creeps in detection probe to be provided with detection probe on the conehead (13) and to creep into conehead helical tooth (14).
In Fig. 3, on the parameter detecting record case case lid front end face (28) of parameter detecting record case (27), be provided with display screen (29).Parameter detecting record case case lid front end face (28) connects hinge (30) by parameter detecting record case case lid and is connected with bottom casing (34).On the upper surface of bottom casing (34), be provided with the case supply socket (26) of parameter detecting record, be provided with parameter detecting record case signal wire socket (25) in the below of parameter detecting record case supply socket (26), right side at parameter detecting record case signal wire socket (25) is provided with mini-printer (31), be provided with control button (32) in the below of mini-printer (31), and the quantity of control button (32) is two or more.
Claims (3)
1. device of measuring the cast-in-place concrete pile height is characterized in that: a kind of device of measuring the cast-in-place concrete pile height is made of detection probe (10), electronic cable winch (1) and parameter detecting record case (27); Top in detection probe (10) is connected with detection probe power supply signal line (8) by detection probe tail seal lid (9); Top at the detection probe inner sealing cavity (15) of detection probe (10) is provided with detection probe control circuit board (16), is provided with detection probe inner parameter sensor (17) under detection probe control circuit board (16); Detection probe inner parameter sensor (17) interconnects by electric rotating machine tailing axle (18) and rotary motor rotor (20), and rotary motor rotor (20) is again by the electric rotating machine shaft bearing (19) of both sides and the inwall of preceding axle bearing (22) of electric rotating machine and detection probe inner sealing cavity (15) interconnect up and down; Be provided with rotary electric machine (21) on the circumference of rotary motor rotor (20), rotary electric machine (21) interfixes with the inwall of detection probe inner sealing cavity (15); Detection probe front end turning axle (12) is fixed with rotary motor rotor (20) lower end, detection probe front end turning axle (12) passes detection probe head seal device (23) back and creeps into conehead (13) with detection probe and interconnect, and creeps in detection probe to be provided with detection probe on the conehead (13) and to creep into conehead helical tooth (14); The inside of electronic cable winch (1) is provided with electronic cable winch electric wire capstan winch (3), on the electronic cable capstan handwheel central shaft (4) of electronic cable winch electric wire capstan winch (3) electronic cable capstan handwheel (2) is housed; Front end at electronic cable winch (1) is extended with electronic cable winch front end guiding fixed pulley support (7); Upward electronic cable winch front end guiding fixed pulley (5) is installed at electronic cable winch front end guiding fixed pulley support (7) by electronic cable winch front end guiding fixed pulley central rotating shaft (6); Be provided with electronic cable winch control telecommunication cable (24) on the rear end face of electronic cable winch (1), the end of controlling telecommunication cable (24) at electronic cable winch is provided with electronic cable winch control telecommunication cable plug (33); On the parameter detecting record case case lid front end face (28) of parameter detecting record case (27), be provided with display screen (29); Parameter detecting record case case lid front end face (28) connects hinge (30) by parameter detecting record case case lid and is connected with bottom casing (34); On the upper surface of bottom casing (34), be provided with the case supply socket (26) of parameter detecting record, be provided with parameter detecting record case signal wire socket (25) in the below of parameter detecting record case supply socket (26), be provided with mini-printer (31) on the right side of parameter detecting record case signal wire socket (25).
2. a kind of device of measuring the cast-in-place concrete pile height according to claim 1 is characterized in that: be provided with detection probe flank (11) at the middle part of detection probe (10), and the quantity of detection probe flank (11) is two or more.
3. a kind of device of measuring the cast-in-place concrete pile height according to claim 1 is characterized in that: be provided with control button (32) in the below of mini-printer (31), and the quantity of control button (32) is two or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620172508 CN200986440Y (en) | 2006-12-22 | 2006-12-22 | Device for detecting height of concrete filling pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620172508 CN200986440Y (en) | 2006-12-22 | 2006-12-22 | Device for detecting height of concrete filling pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200986440Y true CN200986440Y (en) | 2007-12-05 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620172508 Expired - Fee Related CN200986440Y (en) | 2006-12-22 | 2006-12-22 | Device for detecting height of concrete filling pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200986440Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518128A (en) * | 2011-12-14 | 2012-06-27 | 浙江海洋学院 | Anti-traction anchor pile |
| CN103866663A (en) * | 2014-03-07 | 2014-06-18 | 中铁第五勘察设计院集团有限公司 | CRTSIII type plate type ballastless track self compaction concrete filling thickness automatic measuring device |
| CN105019483A (en) * | 2015-07-30 | 2015-11-04 | 中国人民解放军理工大学 | Device for measuring concrete grouting height of tube-sinking cast-in-situ pile in real time and using method of device |
| CN107014678A (en) * | 2017-04-07 | 2017-08-04 | 广东省水利电力勘测设计研究院 | A kind of high sensitivity soft soil foundation structural strength comprehensive detection device |
-
2006
- 2006-12-22 CN CN 200620172508 patent/CN200986440Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518128A (en) * | 2011-12-14 | 2012-06-27 | 浙江海洋学院 | Anti-traction anchor pile |
| CN102518128B (en) * | 2011-12-14 | 2014-12-03 | 浙江海洋学院 | Anti-traction anchor pile |
| CN103866663A (en) * | 2014-03-07 | 2014-06-18 | 中铁第五勘察设计院集团有限公司 | CRTSIII type plate type ballastless track self compaction concrete filling thickness automatic measuring device |
| CN103866663B (en) * | 2014-03-07 | 2016-03-30 | 中铁第五勘察设计院集团有限公司 | CRTS III plate-type non-fragment orbit self-compacting concrete perfusion thickness auto-measuring device |
| CN105019483A (en) * | 2015-07-30 | 2015-11-04 | 中国人民解放军理工大学 | Device for measuring concrete grouting height of tube-sinking cast-in-situ pile in real time and using method of device |
| CN107014678A (en) * | 2017-04-07 | 2017-08-04 | 广东省水利电力勘测设计研究院 | A kind of high sensitivity soft soil foundation structural strength comprehensive detection device |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |