CN215052999U - Perpendicularity control device based on implantation method precast tubular pile - Google Patents
Perpendicularity control device based on implantation method precast tubular pile Download PDFInfo
- Publication number
- CN215052999U CN215052999U CN202120293839.4U CN202120293839U CN215052999U CN 215052999 U CN215052999 U CN 215052999U CN 202120293839 U CN202120293839 U CN 202120293839U CN 215052999 U CN215052999 U CN 215052999U
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- Prior art keywords
- tubular pile
- precast tubular
- angle
- device shell
- sides
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- 238000002513 implantation Methods 0.000 title claims abstract description 26
- 238000000034 method Methods 0.000 title claims abstract description 22
- 230000006698 induction Effects 0.000 claims abstract description 21
- 230000004044 response Effects 0.000 claims abstract description 16
- 238000012423 maintenance Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 239000007943 implant Substances 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 230000033228 biological regulation Effects 0.000 abstract description 2
- 230000003068 static effect Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model provides a straightness controlling means hangs down based on implantation method precast tubular pile relates to construction technical field, including the device shell, the positive surface bottom of device shell is close to the equal fixed mounting of both sides edge and has the connecting axle. The utility model discloses: go into ground with the fixed cone hammer of mount bottom, make equipment place subaerial stability, the portable connecting rod pastes tight precast tubular pile with angle induction frame when precast tubular pile is implanted, angle induction frame fixed surface installation's pulley makes angle induction frame not influence precast tubular pile and implants, angle induction frame response precast tubular pile's angle passes through the response line to induction equipment, induction equipment observes precast tubular pile's angle and passes through the angle of regulation hydraulic stem adjustment mount, thereby the angle of implantation of precast tubular pile is finely tuned according to the condition constantly through the positioning piece of mount installation, supplementary pulley can prevent to rub precast tubular pile surface when finely tuning and cause the angle of implantation skew, improve the accuracy of precast tubular pile implantation angle.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a straightness controlling means hangs down based on implantation method precast tubular pile.
Background
The prestressed concrete tubular pile can be divided into a post-tensioning prestressed tubular pile and a pre-tensioning prestressed tubular pile. The pretensioned prestressing pipe pile is a hollow cylinder body slender concrete prefabricated component made up by adopting pretensioned prestressing process and centrifugal forming method, mainly is formed from cylindrical pile body, end plate and steel ferrule, and the pile sinking method of pipe pile is several, and its construction method in China is: hammering, static pressure, vibration, water jet, pre-drilling, and medium excavation, which are most commonly used. Because the diesel hammer shakes acutely and the noise is large when piling, in order to meet the construction needs of urban areas, the process of pressing the prestressed pipe pile by the static pile press with large tonnage is developed in various places of China in recent years, the static pile press can be divided into a top press type and a holding press type, the holding press type is a clamping plate of the pile press to clamp the pile body, and the principle that the friction force of the holding plate is larger than the resistance force of entering the soil is adopted to work.
When current precast tubular pile is implanting, precast tubular pile squeezes into the straightness that hangs down of soil layer inside can influence the bearing capacity that precast tubular pile can exert, plays crucial effect to the holistic stability of building, so when carrying out precast tubular pile and implanting, need finely tune the tubular pile constantly, guarantee to implant the perpendicular of angle.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem that exists among the prior art, provide a straightness controlling means that hangs down based on implantation method precast tubular pile, prevent that precast tubular pile from taking place the problem that the skew influences building stability when implanting.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a verticality control device based on an implantation method precast tubular pile comprises a device shell, wherein connecting shafts are fixedly arranged at the bottom of the front surface of the device shell close to the edges of two sides, fixing rods are fixedly connected to the bottom of the connecting shafts, fixing frames are fixedly arranged at the bottom of the fixing rods of the two sides, steering shafts are fixedly arranged at the bottom of the device shell close to the edges of the two sides, moving pulleys are fixedly connected to the bottom of the steering shafts of the two sides, adjusting hydraulic rods are fixedly arranged at the periphery of the inner wall of the device shell close to the edges of the two sides, supporting frames are fixedly arranged at the periphery of the inner wall of the device shell close to the middle position, a mounting frame is rotatably connected to the opposite side of the supporting frames of the two sides, a position adjusting block is fixedly arranged at the opposite side of the mounting frame close to the edges of the two ends, and an auxiliary pulley is fixedly arranged at the opposite side of the mounting frame close to the middle position, the top of device shell is close to the equal fixed mounting in both sides edge and has response equipment, the equal fixed mounting in top of response equipment has the response line, the equal fixed mounting in position that the top of device shell is close to response equipment has a bearing frame, the top swivelling joint of bearing frame has the connecting rod, both sides the equal swivelling joint in relative one side of connecting rod has angle response frame.
Preferably, the top of the device shell is provided with a through hole matched with the diameter of the prefabricated pipe pile.
Preferably, a maintenance door is fixedly installed on the front surface of the device housing.
Preferably, the bottom of the fixing frame is fixedly provided with a fixing cone.
Preferably, the placing groove matched with the auxiliary pulley is formed in one side, far away from the supporting frame on one side, of the placing frame.
Preferably, one side of the angle induction frame, which is far away from the connecting rod, is fixedly provided with an anti-friction pulley.
Preferably, four groups of the mounting frames are uniformly arranged on the inner wall of the device shell.
Compared with the prior art, the utility model has the advantages and positive effects that,
the utility model discloses in: remove equipment to pile sinking position through removing the pulley, the dead lever is placed the mount subaerial in the rotation, go into ground with the fixed cone hammer of mount bottom, make equipment place subaerial stability, the movable connecting rod pastes angle induction frame tight precast tubular pile when precast tubular pile is implanted, angle induction frame fixed surface installation's pulley makes angle induction frame do not influence precast tubular pile and implants, angle induction frame response precast tubular pile's angle passes through the response line and reaches response equipment, response equipment observes precast tubular pile's angle and passes through the angle of regulation liquid depression bar adjustment mount, thereby adjust the angle of implantation of precast tubular pile constantly according to the condition through the positioning piece of mount installation, supplementary pulley can prevent to rub precast tubular pile surface when finely tuning and cause the angle of implantation skew, improve precast tubular pile and implant the accuracy of angle.
Drawings
Fig. 1 is a schematic structural view of a verticality control device for prefabricating a tubular pile based on an implantation method;
fig. 2 is a front view of a placement frame in the verticality control device for the precast tubular pile based on the implantation method;
fig. 3 is the utility model provides a straightness control device user state's elevation based on implantation method precast tubular pile hangs down.
Illustration of the drawings:
1. a device housing; 2. a connecting shaft; 3. fixing the rod; 4. a fixed mount; 5. a steering shaft; 6. a movable pulley; 7. adjusting a hydraulic rod; 8. a support frame; 9. a placement frame; 10. a bit adjustment block; 11. an auxiliary pulley; 12. an induction device; 13. an induction line; 14. a bearing frame; 15. a connecting rod; 16. an angle induction frame.
Detailed Description
In order to make the above objects, features and advantages of the present invention more clearly understood, the present invention will be further described with reference to the accompanying drawings and examples. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and therefore the present invention is not limited to the limitations of the specific embodiments of the present disclosure.
In the embodiment, as shown in fig. 1-3, a verticality control device for precast tubular piles based on an implantation method comprises a device shell 1, connecting shafts 2 are fixedly mounted at the bottom of the front surface of the device shell 1 near the edges of two sides, a through hole matched with the diameter of the precast tubular pile is formed at the top of the device shell 1, fixed rods 3 are fixedly connected with the bottoms of the connecting shafts 2 at two sides, fixed frames 4 are fixedly mounted at the bottoms of the fixed rods 3 at two sides, fixed cones are fixedly mounted at the bottoms of the fixed frames 4, steering shafts 5 are fixedly mounted at the bottom of the device shell 1 near the edges of two sides, movable pulleys 6 are fixedly connected with the bottoms of the steering shafts 5 at two sides, adjusting hydraulic rods 7 are fixedly mounted at the inner wall periphery of the device shell 1 near the edges of two sides, supporting frames 8 are fixedly mounted at the inner wall periphery of the device shell 1 near the middle position, opposite sides of the support frames 8 at two sides are respectively and rotatably connected with a placement frame 9, four groups of placement frames 9 are uniformly arranged on the inner wall of the device shell 1, the opposite sides of the placement frames 9 at two sides close to the edges of two ends are respectively and fixedly provided with a positioning block 10, the opposite sides of the placement frames 9 at two sides close to the middle position are respectively and fixedly provided with an auxiliary pulley 11, one side of the placement frame 9 far away from the support frame 8 at one side is respectively provided with a placement groove matched with the auxiliary pulley 11, the top of the device shell 1 close to the edges of two sides is respectively and fixedly provided with an induction device 12, the top of the induction device 12 is respectively and fixedly provided with an induction wire 13, the top of the device shell 1 close to the induction device 12 is respectively and fixedly provided with a bearing frame 14, the top of the bearing frame 14 is rotatably connected with a connecting rod 15, the opposite sides of the connecting rods 15 at two sides are respectively and rotatably connected with an angle induction frame 16, one side of the angle induction frame 16 far away from the connecting rods 15 is fixedly provided with an anti-friction pulley, a maintenance door 17 is fixedly installed on the front surface of the apparatus case 1.
The whole embodiment of the method has the effects that the equipment is moved to a pile sinking position through the movable pulley 6, the fixed rod 3 is rotated to place the fixed frame 4 on the ground, the fixed cone at the bottom of the fixed frame 4 is hammered into the ground, so that the equipment is stably placed on the ground, the connecting rod 15 is moved to tightly attach the angle sensing frame 16 to the precast tubular pile when the precast tubular pile is implanted, the pulley fixedly arranged on the surface of the angle sensing frame 16 ensures that the angle sensing frame 16 does not influence the implantation of the precast tubular pile, the angle of the precast tubular pile sensed by the angle sensing frame 16 is transmitted to the sensing equipment 12 through the sensing line 13, the sensing equipment 12 observes the angle of the precast tubular pile and adjusts the angle of the placing frame 9 through the adjusting hydraulic rod 7, so that the implantation angle of the precast tubular pile is finely adjusted according to the situation at any time through the position adjusting block 10 arranged on the placing frame 9, and the auxiliary pulley 11 can prevent the surface of the precast tubular pile from rubbing to cause the implantation angle deviation during the fine adjustment, the accuracy of the implantation angle of the precast tubular pile is improved.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in other forms, and any person skilled in the art may use the above-mentioned technical contents to change or modify the equivalent embodiment into equivalent changes and apply to other fields, but any simple modification, equivalent change and modification made to the above embodiments according to the technical matters of the present invention will still fall within the protection scope of the technical solution of the present invention.
Claims (7)
1. The utility model provides a straightness controlling means that hangs down based on implantation method precast tubular pile, includes device shell (1), its characterized in that: the device comprises a device shell (1), wherein a connecting shaft (2) is fixedly arranged at the bottom of the front surface of the device shell (1) close to the edges of two sides, a fixing rod (3) is fixedly connected to the bottom of the connecting shaft (2) at two sides, a fixing frame (4) is fixedly arranged at the bottom of the fixing rod (3) at two sides, steering shafts (5) are fixedly arranged at the bottom of the device shell (1) close to the edges of two sides, moving pulleys (6) are fixedly connected to the bottom of the steering shafts (5) at two sides, adjusting hydraulic rods (7) are fixedly arranged at the periphery of the inner wall of the device shell (1) close to the edges of two sides, supporting frames (8) are fixedly arranged at the periphery of the inner wall of the device shell (1) close to the middle position, mounting frames (9) are rotatably connected to the opposite sides of the supporting frames (8), and positioning blocks (10) are fixedly arranged at the opposite sides of the mounting frames (9) close to the edges of two ends, both sides the relative one side of placer (9) is close to the equal fixed mounting of intermediate position and has supplementary pulley (11), the top of device shell (1) is close to the equal fixed mounting of both sides edge and has response equipment (12), the equal fixed mounting in top of response equipment (12) has response line (13), the equal fixed mounting in position that the top of device shell (1) is close to response equipment (12) has bearing frame (14), the top swivelling joint of bearing frame (14) has connecting rod (15), both sides the equal swivelling joint in relative one side of connecting rod (15) has angle response frame (16).
2. The perpendicularity control device based on the implantation method precast tubular pile according to claim 1, characterized in that: the top of the device shell (1) is provided with a through hole matched with the diameter of the prefabricated pipe pile.
3. The perpendicularity control device based on the implantation method precast tubular pile according to claim 1, characterized in that: and a maintenance door (17) is fixedly arranged on the front surface of the device shell (1).
4. The perpendicularity control device based on the implantation method precast tubular pile according to claim 1, characterized in that: and a fixed cone is fixedly arranged at the bottom of the fixed frame (4).
5. The perpendicularity control device based on the implantation method precast tubular pile according to claim 1, characterized in that: one side of the placing frame (9) far away from the supporting frame (8) at one side is provided with a placing groove matched with the auxiliary pulley (11).
6. The perpendicularity control device based on the implantation method precast tubular pile according to claim 1, characterized in that: and an anti-friction pulley is fixedly mounted on one side of the angle induction frame (16) far away from the connecting rod (15).
7. The perpendicularity control device based on the implantation method precast tubular pile according to claim 1, characterized in that: four groups of the arrangement frames (9) are uniformly arranged on the inner wall of the device shell (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120293839.4U CN215052999U (en) | 2021-02-02 | 2021-02-02 | Perpendicularity control device based on implantation method precast tubular pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120293839.4U CN215052999U (en) | 2021-02-02 | 2021-02-02 | Perpendicularity control device based on implantation method precast tubular pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215052999U true CN215052999U (en) | 2021-12-07 |
Family
ID=79257511
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120293839.4U Expired - Fee Related CN215052999U (en) | 2021-02-02 | 2021-02-02 | Perpendicularity control device based on implantation method precast tubular pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215052999U (en) |
-
2021
- 2021-02-02 CN CN202120293839.4U patent/CN215052999U/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: 20211207 |