CN210712981U - Vertical bearing capacity detection device of pile foundation - Google Patents
Vertical bearing capacity detection device of pile foundation Download PDFInfo
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- CN210712981U CN210712981U CN201921316075.5U CN201921316075U CN210712981U CN 210712981 U CN210712981 U CN 210712981U CN 201921316075 U CN201921316075 U CN 201921316075U CN 210712981 U CN210712981 U CN 210712981U
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Abstract
The utility model discloses a vertical bearing capacity detection device of pile foundation, the on-line screen storage device comprises a base, the welding has the stand on the top outer wall of base, and the top outer wall center department of base has seted up the draw-in groove, and the below of draw-in groove, the inside of base has seted up the fixed slot, the internally mounted of fixed slot has pressure sensor, the base passes through the draw-in groove and is connected with the pile body cooperation. The utility model discloses a set up electric telescopic handle, splint, the rubber pad, but pass through the flexible work of controller stable control electric telescopic handle when using, can make it drive splint and be close to the pile body and carry out stable centre gripping work to the pile body through the rubber pad after placing the pile body simultaneously, avoid it to produce the phenomenon of aversion, it adopts the manpower to support the pile body not only not enough firm to effectual traditional pile body bearing capacity check out test set of having solved, also produce serious influence to the result of detecting data simultaneously, the rubber pad is then effectual the splint of having solved traditional equipment is scraped colored problem by the pile body frostwork easily.
Description
Technical Field
The utility model relates to a bearing capacity check out test set technical field specifically is a vertical bearing capacity detection device of pile foundation.
Background
The most common and important in various industries, especially in engineering construction, is that the names of the fixed piles or fixed columns are different, and the limit pressure which can be borne by different types of fixed piles or top columns is different, for example, the bearing pressure of a plastic top column is far smaller than that of a wooden top column, and the bearing pressure of the wooden top column is far smaller than that of a steel top column, so that the top columns or fixed columns used in different occasions are different, and whether the top columns meet the work or not is basically determined according to the bearing pressures.
The traditional pile body bearing capacity detection equipment has the following defects: it adopts the manpower to support the pile body not only firm enough, also produces serious influence to the result of testing data simultaneously, and the splint that traditional equipment also had simultaneously is easily by the pile body frosted the problem of scraping the flower.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a not enough to prior art, the utility model provides a vertical bearing capacity detection device of pile foundation has solved traditional pile body bearing capacity check out test set it adopts the manpower to support the pile body not only not firm enough, also produces serious influence to the result that detects data simultaneously, and the splint of also effectual solved traditional equipment are scraped colored problem by the pile body frosting easily.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: a pile foundation vertical bearing capacity detection device comprises a base, wherein a stand column is welded on the outer wall of the upper portion of the base, a clamping groove is formed in the center of the outer wall of the upper portion of the base, a fixing groove is formed in the lower portion of the clamping groove and the inner portion of the base, a pressure sensor is installed inside the fixing groove, the base is connected with a pile body in a matched mode through the clamping groove, an electric telescopic rod is inlaid on the inner wall of the stand column, the outer wall of the telescopic end of the electric telescopic rod is connected with the outer wall of a clamping plate in a welded mode through a fixing shaft, a rubber pad is arranged on the outer wall of the clamping plate, the clamping plate is connected with the outer wall of the pile body in a matched mode through the rubber pad, a protective box is welded on the inner wall of the upper portion of the stand column, the outer wall of the top end, the flexible terminal outer wall of hydraulic stem passes through connecting plate and clamp plate welded connection, it has infrared range finder to inlay on the bottom outer wall of protecting the case, and inlays on the front side outer wall of protecting the case and have the controller.
Preferably, the stand is provided with two altogether, and the stand is circular-arc structure setting, the central point bilateral symmetry about the base sets up between the stand.
Preferably, the top outer wall of fixed slot and the bottom outer wall intercommunication of draw-in groove, and fixed slot, draw-in groove all are cylindric structure setting, the bottom outer wall of pile body passes the draw-in groove and is connected with the outer wall cooperation of the pressure sensor in the fixed slot.
Preferably, the outer wall of the tail end of the electric telescopic rod is twisted with external threads, and the electric telescopic rod is connected with the internal threads on the inner wall of the groove in the outer wall of the fixed shaft in an occlusion manner through the external threads on the outer wall of the tail end.
Preferably, the backing plate passes through glue and is connected with the bonding of the bottom outer wall of upper cover, and the backing plate is round platform column structure setting, the bottom inner wall of protecting the case passes through the cardboard and is connected with the bottom outer wall cooperation of hydraulic stem.
Preferably, infrared distance measuring device is provided with two altogether, and sets up about the central point bilateral symmetry of protecting the case between the infrared distance measuring device, electric telescopic handle, pressure sensor, hydraulic stem pass through wire and controller electric connection respectively.
(III) advantageous effects
The utility model provides a vertical bearing capacity detection device of pile foundation possesses following beneficial effect:
(1) the utility model discloses a set up electric telescopic handle, splint, the rubber pad, but pass through the flexible work of controller stable control electric telescopic handle when using, can make it drive splint and be close to the pile body and carry out stable centre gripping work to the pile body through the rubber pad after placing the pile body simultaneously, avoid it to produce the phenomenon of aversion, it adopts the manpower to support the pile body not only not enough firm to effectual traditional pile body bearing capacity check out test set of having solved, also produce serious influence to the result of detecting data simultaneously, the rubber pad is then effectual the splint of having solved traditional equipment is scraped colored problem by the pile body frostwork easily.
(2) The utility model discloses a set up pressure sensor, hydraulic stem, infrared distance meter, but pass through pressure sensor real-time detection pile body self weight and the gravity that bears when using, the hydraulic stem is constantly pressurizeed the top outer wall of pile body simultaneously, makes it bear weight bigger, and infrared distance meter then detects its distance between and the clamp plate in real time to treat it in data transfer to the controller and do the analysis processes.
(3) The utility model discloses a set up the controller, the real-time data that the controller can real-timely receipt pressure sensor detected and infrared distance meter transmitted out when using, the bearing capacity of pile body does not reach the upper limit when the data that infrared distance meter detected is that the steady state rises or unchangeable promptly, judge the bearing capacity limit that reachs the pile body promptly when receiving the pressure data shock wave that infrared distance meter transmitted back simultaneously, and the pressure sensor's that the time point is right pressure data is the limit bearing capacity of pile body promptly.
Drawings
FIG. 1 is a front sectional view of the structure of the present invention;
fig. 2 is a top view of the structure of the present invention;
fig. 3 is a perspective view of the protective box of the present invention.
The reference numbers in the figures are: 1. a base; 2. a column; 3. a card slot; 4. fixing grooves; 5. a pressure sensor; 6. a pile body; 7. an electric telescopic rod; 8. a splint; 9. protecting the box; 10. clamping a plate; 11. a hydraulic lever; 12. a base plate; 13. a connecting plate; 14. pressing a plate; 15. a fixed shaft; 16. a rubber pad; 17. an upper cover; 18. an infrared range finder; 19. and a controller.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1-3, the utility model provides a technical solution: a pile foundation vertical bearing capacity detection device comprises a base 1, wherein two upright columns 2 are welded on the outer wall of the upper part of the base 1, a clamping groove 3 is formed in the center of the outer wall of the upper part of the base 1, the upright columns 2 are arranged in an arc-shaped structure, the upright columns 2 are symmetrically arranged on the left and right of the center point of the base 1, a fixing groove 4 is formed below the clamping groove 3 and inside the base 1, a pressure sensor 5 is arranged inside the fixing groove 4, the base 1 is connected with a pile body 6 in a matched mode through the clamping groove 3, the outer wall of the top end of the fixing groove 4 is communicated with the outer wall of the bottom of the clamping groove 3, the fixing groove 4 and the clamping groove 3 are both arranged in a cylindrical structure, the outer wall of the bottom of the pile body 6 penetrates through the clamping groove 3 to be connected with the outer wall of the pressure sensor 5 in the fixing groove 4 in, meanwhile, the hydraulic rod 11 continuously pressurizes the outer wall of the top end of the pile body 6 to enable the pile body 6 to bear heavier weight, the infrared distance meter 18 detects the distance between the infrared distance meter and the pressing plate 14 in real time and transmits data to the controller 19 to be analyzed, the electric telescopic rod 7 is embedded on the inner wall of the upright post 2, the outer wall of the telescopic tail end of the electric telescopic rod 7 is connected with the outer wall of the clamping plate 8 through the fixed shaft 15 in a welding mode, the outer wall of the clamping plate 8 is provided with the rubber pad 16, the outer wall of the tail end of the electric telescopic rod 7 is twisted with the external thread, the electric telescopic rod 7 is connected with the internal thread on the inner wall of the groove on the outer wall of the fixed shaft 15 in an occlusion mode through the external thread on the outer wall of the tail end, the controller 19 can stably control the electric telescopic rod 7 to stretch and stretch, and meanwhile, after the pile body 6 is placed, the electric telescopic rod can, the clamp plate 8 is connected with the outer wall of the pile body 6 in a matching way through a rubber pad 16, the upper inner wall of the upright post 2 is welded with the protective box 9, the top outer wall of the protective box 9 is connected with the upper cover 17 through a hinge, two infrared distance meters 18 are arranged, the infrared distance meters 18 are symmetrically arranged on the left and right of the central point of the protective box 9, the infrared distance meters 18, the electric telescopic rod 7, the pressure sensor 5 and the hydraulic rod 11 are respectively and electrically connected with a controller 19 through leads, the bottom inner wall of the protective box 9 is connected with the clamp plate 10 in an adhesion way, the inner wall of the upper cover 17 is connected with the top outer wall of the hydraulic rod 11 in a matching way through the backing plate 12, the controller 19 can receive data detected by the pressure sensor 5 and real-time data transmitted by the infrared distance meters 18 in real time when in use, when the data detected by the infrared distance meters 18 is in a steady state, or does not, simultaneously, when receiving the pressure data sudden change transmitted back by the infrared distance measuring instrument 18, the pressure-bearing limit of the pile body 6 is determined, the pressure data of the pressure sensor 5 to which the time point is changed is the limit bearing pressure of the pile body 6, the backing plate 12 is bonded with the outer wall of the bottom of the upper cover 17 through glue, the backing plate 12 is arranged in a round table-shaped structure, the inner wall of the bottom of the protective box 9 is connected with the outer wall of the bottom of the hydraulic rod 11 through the clamping plate 10 in a matched mode, the outer wall of the telescopic tail end of the hydraulic rod 11 is connected with the pressing plate 14 in a welded mode through the connecting plate 13, the infrared distance measuring instrument 18 is inlaid on the outer wall of the bottom of the protective box 9, and the controller 19 is inlaid.
The working principle is as follows: when the device is used, the controller 19 can stably control the telescopic operation of the electric telescopic rod 7 when in use, simultaneously the pile body 6 can be placed to drive the clamping plate 8 to approach the pile body 6 and stably clamp the pile body 6 through the rubber pad 16, when in use, the self weight and the borne gravity of the pile body 6 can be detected in real time through the pressure sensor 5, simultaneously the hydraulic rod 11 continuously pressurizes the outer wall of the top end of the pile body 6 to enable the borne weight to be larger, the infrared distance meter 18 detects the distance between the infrared distance meter 18 and the pressing plate 14 in real time and transmits the data to the controller 19 for analysis and processing, when in use, the controller 19 can receive the data detected by the pressure sensor 5 and the real-time data transmitted by the infrared distance meter 18 in real time, when the data detected by the infrared distance meter 18 is in a stable state or is unchanged, namely the bearing pressure of the pile body does not reach the upper limit, meanwhile, when receiving the pressure data transmitted back by the infrared distance meter 18 suddenly, the pressure data reaches the bearing limit of the pile body 6, and the pressure data of the pressure sensor 5 at the time point is the limit bearing pressure of the pile body 6.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a vertical bearing capacity detection device of pile foundation, includes base (1), its characterized in that: the pile is characterized in that a stand column (2) is welded on the outer wall of the upper portion of the base (1), a clamping groove (3) is formed in the center of the outer wall of the upper portion of the base (1), a fixing groove (4) is formed in the lower portion of the clamping groove (3) and the inside of the base (1), a pressure sensor (5) is installed inside the fixing groove (4), the base (1) is connected with a pile body (6) in a matched mode through the clamping groove (3), an electric telescopic rod (7) is inlaid on the inner wall of the stand column (2), the outer wall of the telescopic end of the electric telescopic rod (7) is connected with the outer wall of a clamping plate (8) in a welded mode through a fixing shaft (15), a rubber pad (16) is arranged on the outer wall of the clamping plate (8), the clamping plate (8) is connected with the outer wall of the pile body (6) in a matched mode through the rubber pad (16), a protective box (9) is welded on the inner, the bottom inner wall and cardboard (10) bonding connection of protecting case (9), and the inner wall of upper cover (17) passes through backing plate (12) and is connected with the top outer wall cooperation of hydraulic stem (11), the flexible terminal outer wall of hydraulic stem (11) passes through connecting plate (13) and clamp plate (14) welded connection, it has infrared distance meter (18) to inlay on the bottom outer wall of protecting case (9), and inlays on the front side outer wall of protecting case (9) and has controller (19).
2. The pile foundation vertical bearing capacity detection device of claim 1, characterized in that: the stand (2) are provided with two altogether, and stand (2) are circular-arc structure setting, set up about the central point bilateral symmetry of base (1) between stand (2).
3. The pile foundation vertical bearing capacity detection device of claim 1, characterized in that: the top outer wall of fixed slot (4) and the bottom outer wall intercommunication of draw-in groove (3), and fixed slot (4), draw-in groove (3) all are cylindric structure setting, the bottom outer wall of pile body (6) passes draw-in groove (3) and is connected with the outer wall cooperation of pressure sensor (5) in fixed slot (4).
4. The pile foundation vertical bearing capacity detection device of claim 1, characterized in that: the outer wall of the tail end of the electric telescopic rod (7) is twisted with an external thread, and the electric telescopic rod (7) is connected with the inner thread of the groove in the outer wall of the fixed shaft (15) in an occluded mode through the external thread in the outer wall of the tail end.
5. The pile foundation vertical bearing capacity detection device of claim 1, characterized in that: backing plate (12) are connected through the bonding of glue and the bottom outer wall of upper cover (17), and backing plate (12) are round platform column structure setting, the bottom inner wall of protecting case (9) is connected through the bottom outer wall cooperation of cardboard (10) and hydraulic stem (11).
6. The pile foundation vertical bearing capacity detection device of claim 1, characterized in that: infrared distancer (18) are provided with two altogether, and set up about the central point bilateral symmetry of protecting case (9) between infrared distancer (18), electric telescopic handle (7), pressure sensor (5), hydraulic stem (11) are respectively through wire and controller (19) electric connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921316075.5U CN210712981U (en) | 2019-08-14 | 2019-08-14 | Vertical bearing capacity detection device of pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921316075.5U CN210712981U (en) | 2019-08-14 | 2019-08-14 | Vertical bearing capacity detection device of pile foundation |
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| Publication Number | Publication Date |
|---|---|
| CN210712981U true CN210712981U (en) | 2020-06-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921316075.5U Active CN210712981U (en) | 2019-08-14 | 2019-08-14 | Vertical bearing capacity detection device of pile foundation |
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| CN (1) | CN210712981U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726688A (en) * | 2021-01-14 | 2021-04-30 | 河南省予卓信息科技有限公司 | Foundation detection equipment with tripod horizontal support frame for building construction |
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2019
- 2019-08-14 CN CN201921316075.5U patent/CN210712981U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726688A (en) * | 2021-01-14 | 2021-04-30 | 河南省予卓信息科技有限公司 | Foundation detection equipment with tripod horizontal support frame for building construction |
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