CN212405279U - Foundation pile integrality testing arrangement - Google Patents
Foundation pile integrality testing arrangement Download PDFInfo
- Publication number
- CN212405279U CN212405279U CN202020670021.5U CN202020670021U CN212405279U CN 212405279 U CN212405279 U CN 212405279U CN 202020670021 U CN202020670021 U CN 202020670021U CN 212405279 U CN212405279 U CN 212405279U
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- CN
- China
- Prior art keywords
- lifting
- foundation pile
- lifting support
- support plate
- crane
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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
Links
- 238000012360 testing method Methods 0.000 title abstract description 17
- 239000005341 toughened glass Substances 0.000 claims abstract description 15
- 238000011016 integrity testing Methods 0.000 claims description 10
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 4
- 239000000741 silica gel Substances 0.000 claims description 4
- 229910002027 silica gel Inorganic materials 0.000 claims description 4
- 238000001514 detection method Methods 0.000 abstract description 12
- 238000000034 method Methods 0.000 abstract description 11
- 230000001105 regulatory effect Effects 0.000 abstract description 5
- 230000008569 process Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000011148 porous material Substances 0.000 description 3
- 239000000523 sample Substances 0.000 description 3
- 230000003139 buffering effect Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 238000005496 tempering Methods 0.000 description 1
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a foundation pile integrality testing arrangement, including lifting by crane the backup pad, camera and foundation pile, the backup pad of lifting by crane is located the branch of foundation pile, the camera is located the middle part of the backup pad of lifting by crane and is located the upper end center department of foundation pile, the upper end both sides of lifting by crane the backup pad all are provided with the lifting support pole, the front end output shaft department of the upper end motor of the backup pad of lifting by crane is provided with the line roller, the lower extreme middle part of the crossbeam of lifting by crane is provided with the pulley, the regulating plate alternates to lift by crane the side channel of backup pad and to cooperate with interior electric telescopic handle and be connected, the upper end of regulating plate is provided with the fixed case, the lower extreme of fixed case is provided with toughened glass, the fixed case. Has the advantages that: the method has the advantages of accurate and reliable detection result, high safety, simple test equipment, low cost, short detection time, flexibility and convenience, and suitability for the narrow space of the existing building.
Description
Technical Field
The utility model relates to a building test technical field particularly, relates to a foundation pile integrality testing arrangement.
Background
The foundation piles are very important parts in the basic construction, the quality of the foundation piles directly influences the success or failure of the whole basic construction project, and along with the vigorous development of the basic construction in China, foundation pile technologies closely related to the basic construction are continuously innovated and developed, for example, the diameter-expanding foundation piles such as various bottom-expanding piles of a rotary control extrusion-expansion pouring system are widely used due to the specific advantages of the diameter-expanding foundation piles, and the development is greatly vigorous. And the corresponding matching of the testing means and the testing method of the opposite party is necessarily perfect.
During the foundation pile integrality detects, in the downthehole detection inspection process of making a video recording, because the detection site often is darker, the cable can't control the camera between two parties, and the camera left and right rocking often receives pipe wall mud pollution. The detection efficiency is greatly reduced, and the effect is not satisfactory.
An effective solution to the problems in the related art has not been proposed yet.
SUMMERY OF THE UTILITY MODEL
To the problem in the correlation technique, the utility model provides a foundation pile integrality testing arrangement to overcome the above-mentioned technical problem that current correlation technique exists.
Therefore, the utility model discloses a specific technical scheme as follows:
a foundation pile integrity testing device comprises a lifting support plate, a camera and a foundation pile, wherein the lifting support plate is positioned at the upper part of the foundation pile, the camera is positioned at the middle part of the lifting support plate and positioned at the center of the upper end of the foundation pile, universal wheels are arranged at corners on two sides of the lower end of the lifting support plate, threaded sleeves are arranged at the side edges of the lower end of the lifting support plate close to the universal wheels, matched threaded telescopic rods are arranged in the threaded sleeves, support blocks are arranged at the lower ends of the threaded telescopic rods, lifting support rods are arranged at two sides of the upper end of the lifting support plate, lifting crossbeams are arranged at the top ends of the lifting support rods, a control box is arranged at the side edge of the lifting support rod close to one side of the upper end of the lifting support plate, a control switch is arranged at the front end of the control box, and a wire roller is arranged at the, the lower extreme middle part of lifting by crane the crossbeam is provided with the pulley, the middle part of lifting by crane the backup pad is provided with the through-hole, it is located to lift by crane the backup pad the middle part of through-hole is provided with the regulating plate, the regulating plate alternates the side channel of lifting by crane the backup pad and cooperate with interior electric telescopic handle and be connected, the upper end of regulating plate is provided with the fixed case, the lower extreme of fixed case is provided with toughened glass, the camera is located toughened glass's upper end, the camera with the fixed case pass through connecting cable with the line roller is connected, the fixed case is close to the toughened glass lower extreme is provided with the telescoping device, the side of telescoping device all is provided with matched with.
Furthermore, the lower extreme of supporting shoe all is provided with the slipmat.
Furthermore, a connecting rod is arranged on one side of the upper end of the lifting cross beam and close to one side of the lifting support rod, and a pushing handle is arranged at the top end of the connecting rod.
Furthermore, a height dial gauge is arranged on the lifting support rod.
Furthermore, transparent buffering silica gel pads are arranged at the bottom ends of the toughened glass.
Furthermore, the telescoping device is located the go-between that the fixed case with toughened glass connects, the inside both ends of go-between all are provided with the arc ring, all be provided with electric telescopic handle two between the both ends of arc ring, the outside of arc ring all is provided with alternates the jacking piece of go-between, the both sides of jacking piece all be provided with the corresponding draw-in groove of go-between fixture block, the jacking piece with the gyro wheel is connected, the both sides of arc ring all are provided with the connecting hole, all be provided with connecting spring between the connecting hole.
The utility model provides a foundation pile integrality testing arrangement, beneficial effect as follows: the utility model discloses a camera supports and slides from top to bottom to foundation pile cooperation telescoping device's tension, completion that can be rapid detects to avoided pore wall mud pollution probe, made the testing process accelerate greatly and improve the accuracy. The method has the advantages of accurate and reliable detection result, high safety, simple test equipment, low cost, short detection time, flexibility and convenience, and suitability for the narrow space of the existing building.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a foundation pile integrity testing device according to an embodiment of the present invention;
fig. 2 is a schematic view of a telescoping device of a foundation pile integrity testing device according to an embodiment of the present invention.
In the figure:
1. hoisting the supporting plate; 2. a camera; 3. foundation piles; 4. a universal wheel; 5. a threaded sleeve; 6. a threaded telescopic rod; 7. a support block; 8. lifting the supporting rod; 9. hoisting the cross beam; 10. a control box; 11. a control switch; 12. a wire roller; 13. a pulley; 14. a through hole; 15. an adjusting plate; 16. a first electric telescopic rod; 17. a fixed box; 18. tempering the glass; 19. a connecting cable; 20. a telescoping device; 21. a roller; 22. pushing the handle; 23. a height scale; 24. a transparent buffering silica gel pad; 25. a connecting ring; 26. an arc-shaped ring; 27. a second electric telescopic rod; 28. jacking blocks; 29. a card slot; 30. connecting holes; 31. a spring is connected.
Detailed Description
For further explanation of the embodiments, the drawings are provided as part of the disclosure and serve primarily to illustrate the embodiments and, together with the description, to explain the principles of operation of the embodiments, and to provide further explanation of the invention and advantages thereof, it will be understood by those skilled in the art that various other embodiments and advantages of the invention are possible, and that elements in the drawings are not to scale and that like reference numerals are generally used to designate like elements.
According to the utility model discloses an embodiment provides a foundation pile integrality testing arrangement.
The first embodiment is as follows:
as shown in fig. 1-2, the foundation pile integrity testing device according to the embodiment of the present invention comprises a lifting support plate 1, a camera 2 and a foundation pile 3, wherein the lifting support plate 1 is located at the upper part of the foundation pile 3, the camera 2 is located at the middle part of the lifting support plate 1 and at the center of the upper end of the foundation pile 3, universal wheels 4 are respectively arranged at the corners at both sides of the lower end of the lifting support plate 1, threaded sleeves 5 are respectively arranged at the lower end of the lifting support plate 1 close to the side edges of the universal wheels 4, a matched threaded telescopic rod 6 is respectively arranged inside the threaded sleeves 5, a support block 7 is arranged at the lower end of the threaded telescopic rod 6, lifting support rods 8 are respectively arranged at both sides of the upper end of the lifting support plate 1, a lifting beam 9 is respectively arranged at the top ends of the lifting support rods 8, a control box 10 is arranged at the upper end of the lifting support plate 1 close, a control switch 11 is arranged at the front end of the control box 10, a wire roller 12 is arranged at the front end output shaft of the motor at the upper end of the hoisting support plate 1, the middle part of the lower end of the hoisting cross beam 9 is provided with a pulley 13, the middle part of the hoisting support plate 1 is provided with a through hole 14, an adjusting plate 15 is arranged in the middle of the lifting support plate 1 in the through hole 14, the adjusting plate 15 penetrates through the side groove of the lifting support plate 1 and is connected with an inner electric telescopic rod 16 in a matching manner, the upper end of the adjusting plate 15 is provided with a fixed box 17, the lower end of the fixed box 17 is provided with toughened glass 18, the camera 2 is positioned at the upper end of the toughened glass 18, the camera 2 and the fixed box 17 are connected with the wire roller 12 through a connecting cable 19, the fixed box 17 is provided with a telescopic device 20 close to the lower end of the toughened glass 18, and the side edges of the telescopic device 20 are provided with matched rollers 21.
Example two:
as shown in fig. 1-2, the lower ends of the supporting blocks 7 are provided with anti-skid pads. A connecting rod is arranged on one side of the upper end of the lifting cross beam 9 and close to one side of the lifting support rod 8, and a pushing handle 22 is arranged at the top end of the connecting rod. And a height dial gauge 23 is arranged on the lifting support rod 8. And a transparent buffer silica gel pad 24 is arranged at the bottom end of the toughened glass.
As shown in fig. 1-2, the telescopic device 20 is located on a connecting ring 25 connecting the fixed box 17 and the tempered glass, two ends of the inside of the connecting ring are both provided with an arc-shaped ring 26, an electric telescopic rod 27 is arranged between two ends of the arc-shaped ring 26, a jacking block 28 penetrating the connecting ring 25 is arranged outside the arc-shaped ring 26, two sides of the jacking block 28 are both provided with a clamping groove 29 corresponding to the clamping block of the connecting ring 25, the jacking block 28 is connected with the roller, two sides of the arc-shaped ring 26 are both provided with connecting holes 30, and a connecting spring 31 is arranged between the connecting holes 30.
For the convenience of understanding the technical solution of the present invention, the following detailed description is made on the working principle or the operation mode of the present invention in the practical process.
In practical application, when the hole of the foundation pile 3 is subjected to camera shooting detection and inspection, the hole of the foundation pile 3 is basically vertical downwards, the expansion device 20 can be properly adjusted according to the width of the foundation pile 3, and the two electric telescopic rods 27 drive the arc-shaped rings 26, so that the jacking blocks 28 can smoothly slide on the rollers 21 on the two sides in the hole of the foundation pile 3, and a feasible environment is provided for the device to slide. Through 16 regulation to adjusting plate 15 of electric telescopic handle, can make whole fixed case 17 and camera 2 place and fix, avoid rocking of fixed case 17, through universal wheel and thread bush 5, cooperation between thread telescopic rod 6 and the supporting shoe 7, make thread bush 5, the lift of thread telescopic rod 6, the removal and the fixed stay to the device are accomplished, effectively make connecting cable 19 and camera 2's being connected through line roller 12, the middle part bearing junction of go-between 25 can be used for placing camera 2's steering mechanism, and support and slide from top to bottom through tension, completion that can be rapid detects, and avoided pore wall sludge contamination probe, make testing process accelerate greatly and improve the accuracy. The method has the advantages of accurate and reliable detection result, high safety, simple test equipment, low cost, short detection time, flexibility and convenience, and suitability for the narrow space of the existing building.
To sum up, with the help of the above technical scheme of the utility model, support and slide from top to bottom through camera 2 to 3 cooperation telescoping device 20's of foundation pile, completion that can be rapid detects to avoid pore wall mud to pollute the probe, make testing process accelerate greatly and improve the accuracy. The method has the advantages of accurate and reliable detection result, high safety, simple test equipment, low cost, short detection time, flexibility and convenience, and suitability for the narrow space of the existing building.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The foundation pile integrity testing device is characterized by comprising a lifting support plate (1), a camera (2) and a foundation pile (3), wherein the lifting support plate (1) is located at the upper part of the foundation pile (3), the camera (2) is located in the middle of the lifting support plate (1) and is located at the center of the upper end of the foundation pile (3), universal wheels (4) are arranged at corners of two sides of the lower end of the lifting support plate (1), threaded sleeves (5) are arranged at the side edges of the lower end of the lifting support plate (1) close to the universal wheels (4), matched threaded telescopic rods (6) are arranged inside the threaded sleeves (5), supporting blocks (7) are arranged at the lower end of the threaded telescopic rods (6), lifting supporting rods (8) are arranged at two sides of the upper end of the lifting support plate (1), lifting cross beams (9) are arranged at the top ends of the lifting supporting rods (8), the side edge of the upper end of the lifting support plate (1) close to the lifting support rod (8) on one side is provided with a control box (10), the front end of the control box (10) is provided with a control switch (11), the front end output shaft of the upper end motor of the lifting support plate (1) is provided with a wire roller (12), the middle part of the lower end of the lifting cross beam (9) is provided with a pulley (13), the middle part of the lifting support plate (1) is provided with a through hole (14), the middle part of the lifting support plate (1) positioned at the through hole (14) is provided with an adjusting plate (15), the adjusting plate (15) penetrates through the side groove of the lifting support plate (1) and is matched and connected with an inner electric telescopic rod I (16), the upper end of the adjusting plate (15) is provided with a fixing box (17), the lower end of the fixing box (17) is provided with toughened glass (18), and the camera (2) is positioned, the camera (2) with fixed case (17) through connecting cable (19) with line roller (12) are connected, fixed case (17) are close to toughened glass (18) lower extreme is provided with telescoping device (20), the side of telescoping device (20) all is provided with matched with gyro wheel (21).
2. A foundation pile integrity testing device according to claim 1, characterised in that the lower ends of the support blocks (7) are provided with non-slip mats.
3. A foundation pile integrity testing device according to claim 1, characterized in that a connecting rod is arranged on one side of the upper end of the lifting beam (9) and close to the lifting support rod (8), and the top end of the connecting rod is provided with a pushing handle (22).
4. A foundation pile integrity testing device according to claim 1, characterised in that a height scale (23) is arranged on the lifting support bar (8).
5. A foundation pile integrity testing device according to claim 1, characterized in that the bottom end of the tempered glass is provided with a transparent buffer silica gel pad (24).
6. The foundation pile integrity testing device according to claim 1, wherein the expansion device (20) is located on a connecting ring (25) of the fixed box (17) connected with the toughened glass, arc-shaped rings (26) are arranged at two ends of the inside of the connecting ring, a second electric telescopic rod (27) is arranged between two ends of each arc-shaped ring (26), jacking blocks (28) inserted into the connecting ring (25) are arranged on the outside of each arc-shaped ring (26), clamping grooves (29) corresponding to clamping blocks of the connecting ring (25) are arranged on two sides of each jacking block (28), the jacking blocks (28) are connected with the rollers, connecting holes (30) are arranged on two sides of each arc-shaped ring (26), and connecting springs (31) are arranged between the connecting holes (30).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020670021.5U CN212405279U (en) | 2020-04-27 | 2020-04-27 | Foundation pile integrality testing arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020670021.5U CN212405279U (en) | 2020-04-27 | 2020-04-27 | Foundation pile integrality testing arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212405279U true CN212405279U (en) | 2021-01-26 |
Family
ID=74299539
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020670021.5U Expired - Fee Related CN212405279U (en) | 2020-04-27 | 2020-04-27 | Foundation pile integrality testing arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212405279U (en) |
-
2020
- 2020-04-27 CN CN202020670021.5U patent/CN212405279U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210126 |