CN213173722U - Pile foundation construction positioning device - Google Patents
Pile foundation construction positioning device Download PDFInfo
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- CN213173722U CN213173722U CN202021498136.7U CN202021498136U CN213173722U CN 213173722 U CN213173722 U CN 213173722U CN 202021498136 U CN202021498136 U CN 202021498136U CN 213173722 U CN213173722 U CN 213173722U
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- precast pile
- pile foundation
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- 238000010276 construction Methods 0.000 title claims abstract description 33
- 238000005259 measurement Methods 0.000 claims abstract description 9
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 210000001503 joint Anatomy 0.000 claims description 2
- 238000009434 installation Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 239000004677 Nylon Substances 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 208000004350 Strabismus Diseases 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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Abstract
The utility model belongs to the technical field of the pile foundation and specifically relates to a pile foundation construction positioner is related to, and it includes the bottom plate and measures the board, measures the one end of board and rotates the upside of locating the bottom plate, and measures the edge department that the board is located the bottom plate upside, and the upside of bottom plate is fixed with the calibrated scale, and the axis of calibrated scale is unanimous with the axis of rotation of measuring the board, is equipped with the connecting piece that is used for the cover to establish the pile foundation on the measurement board. The application has the advantages of reducing the possibility of deflection of the precast pile and improving the construction quality of the pile foundation.
Description
Technical Field
The application relates to the field of pile foundations, in particular to a pile foundation construction positioning device.
Background
With the development of the building industry, precast piles have been widely used, and have the advantages of fast construction and good effect, and in the construction of precast piles, the pile position needs to be measured and positioned before the pile is hung.
Now retrieve a chinese patent that patent publication number is CN210288394U, disclose a pile foundation construction positioner, its technical scheme main points are: the pile foundation structure comprises a frame, a positioning steel bar vertically fixed in the center of a pile, a positioning cylinder with an opening at the top and an insertion hole for inserting the positioning steel bar, wherein the insertion hole is formed in the center of the bottom of the positioning cylinder; the frame includes mount and the installation pole of level setting on the mount, and the vertical installation section that is equipped with of installation rod tip is equipped with the fixed block on the location section of thick bamboo outer wall, and installation section demountable installation is on the fixed block.
In the related technology, during the construction of the precast pile, the pile is usually driven, pressed or vibrated into the soil by pile sinking equipment, and in the process of driving the precast pile into the soil, only the vertical state of the precast pile is manually and visually observed, so that errors may exist in the manual visual observation, and the precast pile may be obliquely pressed into the soil layer, thereby affecting the construction quality of the pile foundation.
SUMMERY OF THE UTILITY MODEL
In order to reduce the possibility of precast pile deflection, improve the construction quality of pile foundation, this application provides a pile foundation construction positioner.
The application provides a pair of pile foundation construction positioner adopts following technical scheme:
the utility model provides a pile foundation construction positioner, includes the bottom plate and measures the board, the one end of measuring the board is rotated and is located the upside of bottom plate, just measure the board and be located the edge department of bottom plate upside, the upside of bottom plate is fixed with the calibrated scale, the axis of calibrated scale with the rotation axis of measuring the board is unanimous, be equipped with the connecting piece that is used for the cover to establish the precast pile on the measurement board.
By adopting the technical scheme, when the precast pile is pressed downwards, when one end of the precast pile is abutted against the ground, the precast pile is sleeved by the connecting piece, so that the measuring plate is attached to the side wall of the precast pile and is pressed down along with the precast pile, when the precast pile deflects, the precast pile drives the measuring plate to deflect, workers can conveniently judge whether the measuring plate deflects or not by observing the position of the measuring plate relative to the dial, and the direction and the angle of the deviation of the precast pile can be conveniently judged by matching the measuring plate with the reading of the dial scale, thereby facilitating the adjustment of the pressing angle of the precast pile in time, maintaining the vertical pressing of the precast pile, improving the construction quality of the precast pile, wherein through the cooperation of measuring board and calibrated scale for the workman easily observes the incline condition of precast pile, is convenient for in time revise the angle of pushing down of precast pile, has reduced the possibility of precast pile incline, has improved the construction quality of precast pile.
Preferably, the connecting piece is a connecting rope, a lantern ring is fixed on one side of the measuring plate, one end of the connecting rope is fixed on one side of the measuring plate, and the other end of the connecting rope is fixed on the lantern ring in a sleeved mode.
Through adopting above-mentioned technical scheme, when pushing down the precast pile, will connect the rope winding in all sides of precast pile, and fasten the one end of connecting the rope and fix on the lantern ring, so that the measuring board pastes and leans on all sides at the precast pile, along with the pushing down of precast pile, the precast pile passes the lasso that the rope formed gradually of connecting, when the precast pile incline, because the connecting rope will measure the board and tie up all sides at the precast pile this moment, consequently along with the incline of precast pile, measure the board atress and incline, so that monitor the incline condition of precast pile through measuring board cooperation calibrated scale reading.
Preferably, the cross section of the measuring plate is arc-shaped, and one side of the measuring plate is attached to the peripheral side of the precast pile.
Through adopting above-mentioned technical scheme, owing to measure the board and be the arc setting for the cross-section of measuring board and precast pile is bigger, measures the board consequently changeing and rotates along with the incline of precast pile, the workman of being convenient for monitors the incline condition of precast pile.
Preferably, an indicating plate is integrally formed on the outer side of the measuring plate, the length direction of the indicating plate is consistent with that of the measuring plate, one side of the indicating plate, which is far away from the measuring plate, is attached to one side of the dial, and the axis of the indicating plate passes through the rotating axis of the measuring plate.
Through adopting above-mentioned technical scheme, the indicator panel pastes with the calibrated scale, and when measuring the board and being in vertical state, the indicator panel was in vertical state this moment, and the plane at the place of indicator panel is divided into two with the calibrated scale, when the precast pile pushed down the skew, measures board and indicator panel and rotates together this moment. The indicator panel after the rotation cooperates the calibrated scale reading, is convenient for more obvious learn the skew angle of precast pile, and the convenient angle of pushing down of in time adjusting precast pile.
Preferably, a quantitative rod is slidably arranged on one side of the measuring plate, the length direction of the quantitative rod is consistent with the length direction of the measuring plate, the sliding direction of the quantitative rod is consistent with the length direction of the measuring plate, and a locking member for limiting the sliding of the quantitative rod is arranged between the quantitative rod and the measuring plate.
Through adopting above-mentioned technical scheme, the measuring staff slides, make measuring board one end stretch out the one end of keeping away from the bottom plate, and slide the measuring staff, make the bottom of measuring staff to the distance on ground reserve the length in the above ground for the precast pile, the fixed measuring staff position of rethread retaining member, along with the pushing down of precast pile, when the top of precast pile pushes down to with the top parallel and level of measuring staff, stop pushing down the precast pile this moment, control precast pile that can be convenient reserves the height on ground.
Preferably, the one end of measuring the board is equipped with the slip hole rather than the length direction is unanimous, the ration pole wears to locate the slip hole, the retaining member is locking bolt, locking bolt thread wears to locate measure the board, just locking bolt's one end butt joint to the week side of ration pole.
By adopting the technical scheme, after the length of the quantitative rod extending out of the measuring plate is adjusted by the sliding quantitative rod, one end of the locking bolt is tightly abutted to the peripheral side of the quantitative rod by screwing the locking bolt, so that the quantitative rod is convenient to fix.
Preferably, the circumference of the metering rod is provided with scales along the length direction thereof.
Through adopting above-mentioned technical scheme, the length that stretches out the measuring board of measuring pole is adjusted to the downthehole slip ration pole that slides of sliding, through the scale of ration pole week side, is convenient for accurately adjust the length that the measurement board was stretched out to the ration pole, and is convenient for control precast pile reserves subaerial height.
Preferably, the top end integrated into one piece of ration pole has the warning board, the ration pole perpendicular to the warning board sets up.
Through adopting above-mentioned technical scheme, when the top of precast pile was pressed to when level with the warning board, the erection construction of precast pile was accomplished in demonstration this moment, and the warning board has widened the top of gauge rod, and the workman of being convenient for does the contrast with the top of precast pile and warning board, and control precast pile reservation height on the ground.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the precast pile is pressed down, the connecting rope is sleeved on the periphery of the precast pile, so that the measuring plate is attached to the periphery of the precast pile, the precast pile gradually descends relative to the connecting rope along with the pressing down of the precast pile, and when the precast pile deflects, the measuring plate is driven by the precast pile to deflect together, when the measuring plate and the dial relatively move, a worker observes the deflection condition of the precast pile through the reading of the measuring plate on the dial at the moment, the pressing down angle of the precast pile is conveniently corrected in time, the deflection possibility of the precast pile is reduced, and the construction quality of the precast pile is improved;
2. slide the graduated flask for the length that the distance on graduated flask top to ground and precast pile reserved subaerial is unanimous, and screw up the locking bolt and make the graduated flask fixed for the measuring board, along with the precast pile pushes down, when the upside parallel and level of the top of precast pile and warning board, stops to push down the precast pile, with this length on ground of reservation of being convenient for control precast pile, improved the construction quality of precast pile.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
fig. 2 is an enlarged view at a in fig. 1.
Reference numerals: 1. a base plate; 2. measuring a plate; 3. a dial scale; 4. connecting ropes; 5. a collar; 6. an indicator panel; 7. a dosing rod; 8. locking the bolt; 9. a warning board; 10. support the feet.
Detailed Description
The present application is described in further detail below with reference to the accompanying drawings.
Referring to fig. 1, the embodiment of the application discloses a pile foundation construction positioner, including bottom plate 1 and measurement board 2, measure the upside that board 2's one end rotated and located bottom plate 1, and measure a border that board 2 is located bottom plate 1 upside. Conical supporting feet 10 are fixed at four corners of the lower side of the bottom plate 1, and the tips of the supporting feet 10 face downwards. The bottom plate 1 is placed on the ground, the supporting legs 10 are inserted into the soil layer, and the measuring plate 2 is attached to the periphery of the precast pile.
Referring to fig. 1 and 2, the cross section of the measuring plate 2 is arc-shaped, the inner side of the measuring plate 2 is attached to the peripheral side of the precast pile, and the arc surface of the measuring plate 2 is fitted with the peripheral side of the precast pile. Be equipped with on the measuring plate 2 and be used for the cover to establish the connecting piece of precast pile, the connecting piece is for connecting rope 4, connects 4 optional nylon ropes for wear-resisting of rope. One side of measuring board 2 is fixed with lantern ring 5, and the one end of connecting rope 4 is fixed in one side of measuring board 2, and lantern ring 5 and the one end of connecting rope 4 and fixing on measuring board 2 are located the relative both sides of measuring board 2 respectively. The end of the connecting rope 4 facing away from the fixing thereof is fixed around a lantern ring 5. Connecting rope 4 walks around the precast pile with the precast pile cover for measure board 2 and paste tight precast pile, be convenient for along with the incline of precast pile and drive and measure board 2 incline.
Referring to fig. 1, a dial 3 is fixed on the upper side of a bottom plate 1, the dial 3 is made of a transparent plastic plate, and scales are uniformly arranged at one side edge of the dial 3. The dial 3 is arranged in a semicircular shape, and the axis of the dial 3 is consistent with the rotation axis of the measuring plate 2. Along with measuring board 2's rotation, the workman is according to observing the position change of measuring board 2 for calibrated scale 3, and the convenient skew condition of in time monitoring precast pile. Therefore, the possibility of deflection of the precast pile is reduced, and the construction quality of the precast pile is improved.
Referring to fig. 1, in order to conveniently display the deflection angle of the precast pile in real time, an indication plate 6 is integrally formed at the outer side of the measurement plate 2. The length direction of the indicating plate 6 is consistent with the length direction of the measuring plate 2, and one side of the indicating plate 6, which is far away from the measuring plate 2, is abutted against one side of the dial plate 3. The axis of the indicator plate 6 passes through the axis of rotation of the measuring plate 2. When the measuring plate 2 is vertical, the dial 3 is divided into two by the plane of the indicating plate 6. Along with the deflection of precast pile, when measuring board 2 deflection, indicator panel 6 cooperates the 3 readings of calibrated scale, and conveniently judge the deflection direction and the skew angle of precast pile, be convenient for in time adjust the angle of pushing down of precast pile to this improves the construction quality of precast pile.
Referring to fig. 1, a quantitative rod 7 is slidably disposed on one side of a measuring plate 2, a sliding hole having a length direction identical to that of the measuring plate 2 is disposed at one end of the measuring plate 2, and the quantitative rod 7 is inserted into the sliding hole. The longitudinal direction of the quantitative rod 7 coincides with the longitudinal direction of the measurement plate 2, and the sliding direction of the quantitative rod 7 coincides with the longitudinal direction of the measurement plate 2. One side of the metering rod 7 is also provided with graduations along its length. When the metering rod 7 is kept vertical, the metering rod 7 is slid to make the distance between the top end of the metering rod and the ground be the length reserved on the ground for the precast pile. When the precast pile is pressed down until the top end of the precast pile is flush with the top end of the quantitative rod 7, the precast pile is stopped to be pressed down, and the length of the precast pile reserved on the ground can be controlled.
Referring to fig. 1, a locking member for limiting the sliding of the measuring rod 7 is provided between the measuring rod 7 and the measuring plate 2, and the locking member is a locking bolt 8. The locking bolt 8 is threaded through the measuring plate 2, and one end of the locking bolt 8 is abutted to the periphery of the quantitative rod 7. The locking bolt 8 is screwed down, so that the locking bolt 8 is tightly abutted to the periphery of the quantifying rod 7, and the quantifying rod 7 is convenient to fix.
Referring to fig. 1, in order to make it easier for a worker to observe the top end of the precast pile to be flush with the top end of the quantitative rod 7, a warning plate 9 is integrally formed at the top end of the quantitative rod 7, and the quantitative rod 7 is disposed perpendicular to the warning plate 9. The warning board 9 increases the area of the top end of the quantitative rod 7, so that workers can observe conveniently, the precast pile can be conveniently and timely controlled to stop pressing down, and the construction quality of the precast pile is improved.
The implementation principle of the embodiment is as follows:
when the precast pile is pressed down, the bottom plate 1 is fixed on the ground. When precast pile one end was contradicted on the ground, establish the precast pile through connecting rope 4 cover for measure board 2 pastes and leans on the lateral wall at the precast pile. Along with the pushing down of precast pile, when the precast pile squinted, the precast pile drove this moment and measures board 2 skew, and the workman conveniently judges through observing the relative position with calibrated scale 3 of indicator panel 6 and measure whether board 2 and precast pile squint. Further through cooperation indicator panel 6 cooperation calibrated scale 3 reading and be convenient for judge the oblique direction and the angle of precast pile to this angle of pushing down of in time adjusting the precast pile, maintain the vertical pushing down of precast pile, improved the construction quality of precast pile. The length of the measuring rod 7 extending out of the measuring plate 2 is slid, so that the distance from the top end of the measuring rod 7 to the ground is consistent with the length of the precast pile reserved on the ground. Along with the precast pile pushes down, when the top of precast pile and the upside parallel and level of warning board 9, stop the precast pile and push down this moment and be convenient for control precast pile and reserve the height on ground. Wherein the worker can easily observe the deflection of the precast pile by the cooperation of the indicating plate 6 and the dial 3. The pressing angle of the precast pile is convenient to correct in time, the possibility of deflection of the precast pile is reduced, and the construction quality of the precast pile is improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a pile foundation construction positioner which characterized in that: including bottom plate (1) and measurement board (2), the one end of measuring board (2) is rotated and is located the upside of bottom plate (1), just measure board (2) and be located the edge department of bottom plate (1) upside, the upside of bottom plate (1) is fixed with calibrated scale (3), the axis of calibrated scale (3) with the rotation axis of measuring board (2) is unanimous, be equipped with the connecting piece that is used for the cover to establish the precast pile on measurement board (2).
2. The pile foundation construction positioning device of claim 1, wherein: the connecting piece is a connecting rope (4), a lantern ring (5) is fixed on one side of the measuring plate (2), one end of the connecting rope (4) is fixed on one side of the measuring plate (2), and the other end of the connecting rope is sleeved and fixed on the lantern ring (5).
3. The pile foundation construction positioning device of claim 1, wherein: the cross section of the measuring plate (2) is arc-shaped, and one side of the measuring plate (2) is attached to the periphery of the pile foundation.
4. The pile foundation construction positioning device of claim 3, wherein: it has indicator panel (6) to measure board (2) outside integrated into one piece, indicator panel (6) length direction with the length direction of measuring board (2) is unanimous, indicator panel (6) deviate from one side subsides of measuring board (2) are leaned on one side of calibrated scale (3), the axis of indicator panel (6) is passed through the axis of rotation of measuring board (2).
5. The pile foundation construction positioning device of claim 1, wherein: one side of the measuring plate (2) is provided with a quantitative rod (7) in a sliding mode, the length direction of the quantitative rod (7) is consistent with the length direction of the measuring plate (2), the sliding direction of the quantitative rod (7) is consistent with the length direction of the measuring plate (2), and a locking piece used for limiting the quantitative rod (7) in a sliding mode is arranged between the quantitative rod (7) and the measuring plate (2).
6. The pile foundation construction positioning device of claim 5, wherein: the one end of measuring board (2) is equipped with the sliding hole rather than the length direction is unanimous, ration pole (7) are worn to locate the sliding hole, the retaining member is locking bolt (8), locking bolt (8) screw thread is worn to locate measure board (2), just the one end butt joint of locking bolt (8) is in week side of ration pole (7).
7. The pile foundation construction positioning device of claim 6, wherein: scales are arranged on the peripheral side of the quantitative rod (7) along the length direction of the quantitative rod.
8. The pile foundation construction positioning device of claim 7, wherein: the top end integrated into one piece of ration pole (7) has warning board (9), ration pole (7) perpendicular to warning board (9) set up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021498136.7U CN213173722U (en) | 2020-07-25 | 2020-07-25 | Pile foundation construction positioning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021498136.7U CN213173722U (en) | 2020-07-25 | 2020-07-25 | Pile foundation construction positioning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213173722U true CN213173722U (en) | 2021-05-11 |
Family
ID=75795858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021498136.7U Expired - Fee Related CN213173722U (en) | 2020-07-25 | 2020-07-25 | Pile foundation construction positioning device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213173722U (en) |
-
2020
- 2020-07-25 CN CN202021498136.7U patent/CN213173722U/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 |
Granted publication date: 20210511 |
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| CF01 | Termination of patent right due to non-payment of annual fee |