CN214574187U - Precast pile gradient detection device - Google Patents
Precast pile gradient detection device Download PDFInfo
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- CN214574187U CN214574187U CN202120237577.XU CN202120237577U CN214574187U CN 214574187 U CN214574187 U CN 214574187U CN 202120237577 U CN202120237577 U CN 202120237577U CN 214574187 U CN214574187 U CN 214574187U
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Abstract
The utility model discloses a precast pile gradient detection device belongs to pile foundation and detects technical field. The utility model provides a precast pile gradient detection device, includes the base, the upper end of base is equipped with the screw hole, the upper end of base is equipped with the bracing piece, and the bracing piece passes through the screw thread and is connected with the base, the cover is equipped with the slider on the bracing piece, and the right-hand member of slider is equipped with the locking bolt. The utility model discloses, fix the base level subaerial, then adjust the length of spliced pole, make and measure the board and the precast pile contact of volume of awaiting measuring, then the board is measured in the rotation, the one side that the board is close to the precast pile is closely laminated with the precast pile to the messenger, can know audio-visual observation precast pile through gage block and pointer whether slope, and can directly reach the inclination of precast pile, through adjust the slider's height, can measure the position of precast pile co-altitude not, accuracy through the multiplicable measuring result of measurement to the different positions of precast pile.
Description
Technical Field
The utility model relates to a pile foundation detects technical field, specifically is a precast pile gradient detection device.
Background
Deep foundations consisting of piles and bearing platforms connected to the tops of the piles or single-pile foundations consisting of columns connected to pile foundations, which are called pile foundations for short. If the pile body is completely buried in the soil and the bottom surface of the bearing platform is contacted with the soil body, the pile body is called a low bearing platform pile foundation; when the upper part of the pile body is exposed out of the ground and the bottom of the pile cap is positioned above the ground, the pile body is called a high pile cap pile foundation. Building pile foundations are typically low cap pile foundations. In high-rise buildings, pile foundations are widely applied.
The stake needs to measure the inclination of stake after fixed mounting accomplishes, detects whether the stake inclines, and traditional measuring method is too simple, mostly uses the hammerhead method to measure, and can not be clear when measuring through this kind of mode and the inclination angle of observing out the stake directly perceived, and measured result is also inaccurate, and the practicality is poor. Therefore, the utility model provides a precast pile gradient detection device to solve the above-mentioned problem of proposing.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a precast pile gradient detection device to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a precast pile inclination detection device comprises a base, wherein a threaded hole is formed in the upper end of the base, a supporting rod is arranged at the upper end of the base and is connected with the base through threads, a sliding block is sleeved on the supporting rod, a locking bolt is arranged at the right end of the sliding block, a connecting column is arranged at the left end of the sliding block, a measuring plate is arranged at the left side of the connecting column, a first connecting block is arranged at the right end of the measuring plate and is rotatably connected with the connecting column, the measuring plate is rotatably connected with the connecting column through the first connecting block, a measuring block is sleeved on the connecting column, notches are symmetrically arranged at the left end of the measuring block, windows are arranged at the front end and the rear end of the measuring block and are in an arc shape, angle scales are arranged at the arc-shaped parts of the windows at the front end and the rear end of the measuring block, indicating needles are symmetrically arranged at the right end of the first connecting block, one end of the indicating needle, which is far away from the first connecting block, is positioned in the notch at the left end of the measuring block, and the indicating needle is connected with the measuring block in a sliding manner.
As a further scheme of the utility model, a plurality of notches have been seted up on the base, all install the dead lever in the notch, and the dead lever passes through the damping pivot with the base and is connected.
As the utility model discloses further scheme again, the upper end of base is equipped with first spirit level, and the embedding of first spirit level is installed on the base.
As the utility model discloses further scheme again, the spliced pole is the retractable type, and the spliced pole upper end is equipped with locking bolt.
As the utility model discloses further scheme again, the right-hand member symmetry of measuring the board is equipped with the second connecting block, the upper and lower both ends of slider all are equipped with the connecting rod, and the left end of connecting rod all is equipped with the third connecting block, be equipped with the telescopic link between third connecting block and the second connecting block.
As the utility model discloses scheme further again, the one end and the second connecting block of telescopic link rotate to be connected, and the other end rotates with the third connecting block to be connected, the cover is equipped with the spring on the telescopic link.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses during the use, fix the base level subaerial, then adjust the length of spliced pole, make and measure board and the precast pile contact of volume of awaiting measuring, then the board is measured in the rotation, the one side that the board is close to the precast pile is closely laminated to the messenger, observe whether the precast pile inclines through the gauge block, measure board and spliced pole and can be in non-vertical state when the precast pile exists the slope, be in non-vertical state equally between pointer and the gauge block this moment, the inclination of precast pile can be learnt through the scale of observing that the pointer needle point corresponds, when the precast pile does not have the slope, it is in vertical state to measure board and spliced pole, the pointer is in vertical state with the gauge block equally, thereby can understand whether audio-visual observation precast pile inclines, and can directly reachd the inclination of precast pile.
2. The utility model discloses during the use, through adjust the height of slider, can measure the position of precast pile co-altitude not, through the accuracy to the multiplicable measuring result of measurement of precast pile co-altitude not.
3. The utility model discloses during the use, after the device uses, can separate slider and bracing piece, bracing piece and base separation to the device is convenient for deposit and is carried more often.
Drawings
Fig. 1 is a schematic structural view of a precast pile inclination detecting device.
Fig. 2 is a top view of a base in the precast pile inclination detecting apparatus.
Fig. 3 is a schematic view of a connection structure of a measuring plate and a connecting column in a precast pile inclination detecting apparatus.
In the figure: 1. a base; 2. a notch; 3. fixing the rod; 4. a first level; 5. a support bar; 6. a slider; 7. connecting columns; 8. measuring a plate; 10. a first connection block; 11. a measuring block; 12. a window; 13. an indicator needle; 14. a second connecting block; 15. a connecting rod; 16. a third connecting block; 17. a telescopic rod; 18. a spring.
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.
Referring to fig. 1 to 3, in the embodiment of the present invention, a precast pile inclination detecting device includes a base 1, a threaded hole is formed in an upper end of the base 1, a support rod 5 is disposed on an upper end of the base 1, the support rod 5 is connected to the base 1 through a thread, a slider 6 is sleeved on the support rod 5, the slider 6 is slidably connected to the support rod 5, a locking bolt is disposed on a right end of the slider 6, a connection post 7 is disposed on a left end of the slider 6, a measuring plate 8 is disposed on a left side of the connection post 7, a first connection block 10 is disposed on a right end of the measuring plate 8, the first connection block 10 is rotatably connected to the connection post 7, the measuring plate 8 is rotatably connected to the connection post 7 through the first connection block 10, a measuring block 11 is sleeved on the connection post 7, a left end of the measuring block 11 is symmetrically provided with a notch, windows 12 are disposed at front and rear ends of the measuring block 11, and window 12 sets up to the arc, can observe inside the incision through window 12, the arc portion that both ends are located window 12 around measuring block 11 all is equipped with the angle scale, the right-hand member symmetry of first connecting block 10 is equipped with pointer 13, and pointer 13 keeps away from the one end of first connecting block 10 and is located the incision of measuring block 11 left end, pointer 13 and measuring block 11 sliding connection.
Wherein, a plurality of notches 2 have been seted up on base 1, all install dead lever 3 in notch 2, and dead lever 3 is connected through the damping pivot with base 1, the lower part of dead lever 3 sets up to the tapered shape, can fix base 1 subaerial through dead lever 3, and the avoiding device is the emergence removal in the use.
Wherein, the upper end of base 1 is equipped with first spirit level 4, and first spirit level 4 embedding is installed on base 1, can observe whether base 1 is in the horizontality through first spirit level 4.
Wherein, spliced pole 7 is the retractable type, and spliced pole 7 upper end is equipped with the locking bolt, can change the distance between measuring board 8 and the slider 6 through spliced pole 7, increases the practicality of device.
The right end of the measuring plate 8 is symmetrically provided with second connecting blocks 14, the upper end and the lower end of the sliding block 6 are both provided with connecting rods 15, the left end of each connecting rod 15 is provided with a third connecting block 16, and an expansion rod 17 is arranged between each third connecting block 16 and each second connecting block 14.
One end of the telescopic rod 17 is rotatably connected with the second connecting block 14, the other end of the telescopic rod 17 is rotatably connected with the third connecting block 16, the telescopic rod 17 is sleeved with a spring 18, the telescopic rod 17 can support the measuring plate 8, and meanwhile the measuring plate 8 and the supporting rod 5 can be kept parallel through the telescopic rod 17.
The utility model discloses a theory of operation is:
when the utility model is used, the fixed rod 3 is rotated to be vertical to the base 1, then the fixed rod 3 is utilized to horizontally fix the base 1 on the ground, then the length of the connecting column 7 is adjusted to enable the measuring plate 8 to be contacted with the precast pile to be measured, then the measuring plate 8 is rotated to enable one surface of the measuring plate 8 close to the precast pile to be tightly attached to the precast pile, whether the precast pile inclines or not is observed through the measuring block 11, when the precast pile inclines, the measuring plate 8 and the connecting column 7 are in a non-vertical state, at the moment, the indicating needle 13 and the measuring block 11 are also in a non-vertical state, the inclination angle of the precast pile can be known through observing the scale corresponding to the needle point of the indicating needle 13, when the precast pile does not incline, the measuring plate 8 and the connecting column 7 are in a vertical state, the indicating needle 13 and the measuring block 11 are also in a vertical state, thereby clearly and visually observing whether the precast pile inclines or not, through adjusting the height of slider 6, can measure the position of precast pile co-altitude not, through the accuracy to the multiplicable data of measurement of precast pile co-altitude not, after the device practicality is finished, can separate slider 6 and bracing piece 5, bracing piece 5 and base 1 separation to the device is convenient for deposit and carry more during the time.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The precast pile inclination detection device comprises a base (1) and is characterized in that a threaded hole is formed in the upper end of the base (1), a support rod (5) is arranged at the upper end of the base (1), the support rod (5) is connected with the base (1) through threads, a slider (6) is sleeved on the support rod (5), a locking bolt is arranged at the right end of the slider (6), a connecting column (7) is arranged at the left end of the slider (6), a measuring plate (8) is arranged on the left side of the connecting column (7), a first connecting block (10) is arranged at the right end of the measuring plate (8), the first connecting block (10) is rotatably connected with the connecting column (7), the measuring plate (8) is rotatably connected with the connecting column (7) through the first connecting block (10), a measuring block (11) is sleeved on the connecting column (7), and notches are symmetrically formed in the left end of the measuring block (11), both ends all are equipped with window (12) around measuring block (11), and window (12) set up to the arc, the arc portion that both ends are located window (12) around measuring block (11) all is equipped with the angle scale, the right-hand member symmetry of first connecting block (10) is equipped with pointer (13), and the one end that first connecting block (10) were kept away from in the incision of measuring block (11) left end in pointer (13), pointer (13) and measuring block (11) sliding connection.
2. The precast pile inclination detecting device according to claim 1, wherein a plurality of notches (2) are formed in the base (1), fixing rods (3) are installed in the notches (2), and the fixing rods (3) are connected with the base (1) through damping rotating shafts.
3. A precast pile inclination detecting device according to claim 1, characterized in that the upper end of the base (1) is provided with a first level gauge (4), and the first level gauge (4) is embedded and installed on the base (1).
4. A precast pile inclination detecting device according to claim 1, wherein the connecting column (7) is of a telescopic type, and a locking bolt is provided at the upper end of the connecting column (7).
5. A precast pile inclination detecting device according to claim 1, wherein a second connecting block (14) is symmetrically arranged at the right end of the measuring plate (8), connecting rods (15) are respectively arranged at the upper end and the lower end of the sliding block (6), a third connecting block (16) is arranged at the left end of each connecting rod (15), and a telescopic rod (17) is arranged between each third connecting block (16) and the second connecting block (14).
6. A precast pile inclination detecting device according to claim 5, characterized in that one end of the telescopic rod (17) is rotatably connected with the second connecting block (14), the other end is rotatably connected with the third connecting block (16), and the telescopic rod (17) is sleeved with a spring (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120237577.XU CN214574187U (en) | 2021-01-27 | 2021-01-27 | Precast pile gradient detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120237577.XU CN214574187U (en) | 2021-01-27 | 2021-01-27 | Precast pile gradient detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214574187U true CN214574187U (en) | 2021-11-02 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120237577.XU Active CN214574187U (en) | 2021-01-27 | 2021-01-27 | Precast pile gradient detection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214574187U (en) |
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2021
- 2021-01-27 CN CN202120237577.XU patent/CN214574187U/en active Active
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