CN220266554U - Auxiliary device for static pressure construction of solid precast concrete square pile - Google Patents
Auxiliary device for static pressure construction of solid precast concrete square pile Download PDFInfo
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- CN220266554U CN220266554U CN202321627864.7U CN202321627864U CN220266554U CN 220266554 U CN220266554 U CN 220266554U CN 202321627864 U CN202321627864 U CN 202321627864U CN 220266554 U CN220266554 U CN 220266554U
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- square pile
- auxiliary device
- static pressure
- bottom plate
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- 238000010276 construction Methods 0.000 title claims abstract description 23
- 230000003068 static effect Effects 0.000 title claims abstract description 21
- 239000007787 solid Substances 0.000 title claims abstract description 16
- 239000011178 precast concrete Substances 0.000 title claims abstract description 6
- 230000006978 adaptation Effects 0.000 abstract description 2
- 230000015271 coagulation Effects 0.000 abstract description 2
- 238000005345 coagulation Methods 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010248 power generation Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses an auxiliary device for static pressure construction of a solid precast concrete square pile, which comprises a right side plate, wherein a sliding column is slidably arranged in an inner cavity of the right side plate, the end part of the sliding column is fixedly connected with a left side plate, the side walls of the right side plate and the left side plate are both rotationally connected with a bottom plate, and the auxiliary device further comprises: the inner cavity of the bottom plate is provided with a mounting groove, and a rotating column is rotatably arranged on the inner wall of the mounting groove; this solid precast square pile static pressure construction's of coagulation auxiliary device, at first, adjust the distance between right side board and the left side board, adjust the length of slip post promptly, with the width of the precast square pile body of adaptation, after the adjustment, can operate the square pile body, after the use, rotate the spliced pole, make the spliced pole of spliced pole lateral wall perpendicular and the ground of rotating, gyro wheel and ground contact this moment, then the accessible gyro wheel thrust unit removes, when the device was used, it can to rotate the spliced pole again, make the spliced pole and gyro wheel receive right side board and left side board inner chamber be driven to the spliced pole, can not influence the use of device.
Description
Technical Field
The utility model relates to the field of static pressure of precast square piles, in particular to an auxiliary device for static pressure construction of a solid precast square pile.
Background
The concrete square piles are mostly used for reinforcing the foundation and are used for protecting arms. The concrete square pile has strict requirements on the quality of the concrete square pile, the strength of the concrete square pile is required to be more than C35, and the bearing capacity of the pile body is better under the condition of good strength. Therefore, the ground is reinforced, and the pile body cannot be exploded when being driven. In the production of each batch of concrete square piles, the concrete solid precast square piles are subjected to strict production steps, and the concrete solid precast square piles are required to be positioned by using auxiliary devices in the construction process, wherein the application number is 201921145073.4, and the auxiliary devices for static pressure construction of the concrete solid precast square piles are disclosed, and comprise U-shaped pieces with horizontally-oriented openings and fixing plates connected to the two sides of the U-shaped pieces; the U-shaped piece comprises two parallel steel plates and side steel plates which are respectively welded with the parallel steel plates vertically, and the fixing plate is perpendicular to the parallel steel plates and is respectively welded to the bottom edges of the two parallel steel plates; the size of the U-shaped piece is matched with the corresponding square pile size, and the distance between the inner wall of each face of the U-shaped piece and the square pile positioned in the U-shaped piece is less than or equal to 5mm. The technical scheme of the utility model can be used for auxiliary control of the perpendicularity and azimuth angle of the pile body during static pressure construction of the concrete precast solid square pile foundation in the photovoltaic power generation engineering, and can be matched with a static pressure pile driver to work, so that the method has the advantages of convenient use and wide application range, thereby effectively shortening the single pile construction time, reducing the workload of measuring staff and improving the static pressure construction quality and efficiency of the concrete precast solid square pile foundation in the photovoltaic power generation engineering. Meanwhile, the structure is simple, and the construction cost can be effectively controlled.
According to the scheme, the width of the U-shaped piece cannot be adjusted, the size of the U-shaped piece is only matched with the corresponding square pile size, and in engineering construction, the used square piles are more in size variety, so that the device is inconvenient in use, and the device needs to be used continuously for a plurality of times and is more troublesome to move.
Disclosure of Invention
The utility model aims to provide an auxiliary device for static pressure construction of a solid-coagulated precast square pile, which aims to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides an auxiliary device of solid precast square pile static pressure construction thoughtlessly congeals, includes the right side board, right side board inner chamber slidable mounting has the slip post, slip post tip fixedly connected with left side board, right side board and left side board lateral wall all rotate and are connected with the bottom plate, still include:
the mounting groove has been seted up to the bottom plate inner chamber, and the mounting groove inner wall rotates installs the spliced pole, and bottom plate lateral wall threaded connection has the screw bolt, rotates the spliced pole through screw bolt control spliced pole rotation, the spliced pole bottom rotates and is connected with the gyro wheel, and bottom plate surface screw thread installs the gim peg, and the gim peg runs through bottom plate downwardly extending.
Preferably, the rotation axis is installed in all rotation of right side board and left side board lateral wall bottom, and bottom plate fixed mounting is at the axis of rotation lateral wall, and the bottom of bottom plate flushes with the bottom of right side board, left side board.
Preferably, the surface of the bottom plate is fixedly connected with a sliding ring, the inner cavities of the right side plate and the left side plate are provided with sliding grooves, and the sliding ring is in sliding connection with the sliding grooves.
Preferably, the side wall of the bottom end of the sliding ring is provided with a hole, the surfaces of the right side plate and the left side plate are inserted with limiting columns, and the limiting columns can penetrate through the sliding grooves.
Preferably, the circle centers of the sliding ring, the sliding groove and the rotating shaft are the same, and the limit column can penetrate through holes formed in the side walls of the bottoms of the sliding ring and the sliding groove.
Preferably, the inner walls of the right side plate and the left side plate are slidably provided with prefabricated square pile bodies.
Advantageous effects
The utility model provides an auxiliary device for static pressure construction of a solid precast concrete square pile, which has the following beneficial effects:
this solid precast square pile static pressure construction's of coagulation auxiliary device, at first, adjust the distance between right side board and the left side board, adjust the length of slip post promptly, with the width of the precast square pile body of adaptation, after the adjustment, can operate the square pile body, after the use, rotate the spliced pole, make the spliced pole of spliced pole lateral wall perpendicular and the ground of rotating, gyro wheel and ground contact this moment, then the accessible gyro wheel thrust unit removes, when the device was used, it can to rotate the spliced pole again, make the spliced pole and gyro wheel receive right side board and left side board inner chamber be driven to the spliced pole, can not influence the use of device.
Drawings
FIG. 1 is a schematic perspective view of the present utility model;
FIG. 2 is a schematic view of a three-dimensional part in front section of the present utility model;
FIG. 3 is a schematic view of a three-dimensional part of the present utility model (rotating base plate);
fig. 4 is a partially enlarged structure of a point a in fig. 3.
In the figure: 1. a right side plate; 101. a sliding column; 102. a left side plate; 103. a bottom plate; 2. a mounting groove; 201. rotating the column; 202. a connecting column; 203. a roller; 204. a fixing bolt; 205. a rotating shaft; 3. a slip ring; 301. a sliding groove; 302. a hole; 303. a limit column; 304. prefabricating a square pile body.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, an auxiliary device for static pressure construction of a solid precast concrete square pile comprises a right side plate 1, a sliding column 101 is slidably mounted in an inner cavity of the right side plate 1, a left side plate 102 is fixedly connected to an end portion of the sliding column 101, a bottom plate 103 is rotatably connected to side walls of the right side plate 1 and the left side plate 102, and the auxiliary device further comprises:
the inner cavity of the bottom plate 103 is provided with a mounting groove 2, the inner wall of the mounting groove 2 is rotatably provided with a rotating column 201, the side wall of the bottom plate 1 is in threaded connection with a threaded bolt, the rotating column 201 is controlled to rotate through the threaded bolt, the middle end of the rotating column 201 is rotatably provided with a connecting column 202, the bottom end of the connecting column 202 is rotatably connected with a roller 203, the surface of the bottom plate 103 is provided with a fixed bolt 204 in a threaded manner, and the fixed bolt 204 extends downwards through the bottom plate 103;
the bottom ends of the side walls of the right side plate 1 and the left side plate 102 are respectively provided with a rotating shaft 205 in a rotating way, the bottom plate 103 is fixedly arranged on the side wall of the rotating shafts 205, and the bottom ends of the bottom plate 103 are flush with the bottom ends of the right side plate 1 and the left side plate 102;
it should be noted that: because the prefabricated square pile body 304 has different specifications, the distance between the right side plate 1 and the left side plate 102 is firstly adjusted, namely the length of the sliding column 101 is adjusted to adapt to the width of the prefabricated square pile body 304, then the bottom plate 103 is rotated to enable the bottom end of the bottom plate 103 to be flush with the bottom ends of the right side plate 1 and the left side plate 102, then the fixing bolt 204 is rotated to fix the bottom plate 103 on the ground, then the prefabricated square pile body 304 is operated, when the operation is completed and a moving device is needed, the rotating column 201 in the inner cavity of the mounting groove 2 is rotated, the connecting column 202 on the side wall of the rotating column 201 is vertical to the ground, then the rotating column 201 is limited to rotate by the threaded bolt, the roller 203 is in contact with the ground, then the roller 203 can be pushed to move by the roller 203, and when the device is used, the rotating column 201 drives the connecting column 202 and the roller 203 to retract into the inner cavities of the right side plate 1 and the left side plate 102, and the use of the device cannot be influenced.
Referring to fig. 1-4, a sliding ring 3 is fixedly connected to the surface of the bottom plate 103, sliding grooves 301 are formed in the inner cavities of the right side plate 1 and the left side plate 102, and the sliding ring 3 is in sliding connection with the sliding grooves 301;
a hole 302 is formed in the side wall of the bottom end of the sliding ring 3, limiting columns 303 are inserted into the surfaces of the right side plate 1 and the left side plate 102, and the limiting columns 303 can penetrate through the sliding grooves 301;
the circle centers of the sliding ring 3, the sliding groove 301 and the rotating shaft 205 are the same, and the limiting column 303 can penetrate through the limiting column 303 on the sliding ring 3;
the inner walls of the right side plate 1 and the left side plate 102 are slidably provided with a prefabricated square pile body 304;
it should be noted that: because the circle centers of the sliding ring 3, the sliding groove 301 and the rotating shaft 205 are the same, when the bottom plate 103 rotates by taking the rotating shaft 205 as the circle center, the sliding ring 3 fixedly connected with the top end of the bottom plate 103 also rotates by taking the rotating shaft 205 as the circle center, the sliding ring 3 slides in the inner cavity of the sliding groove 301, when the bottom plate 103 is attached to the surfaces of the right side plate 1 and the left side plate 102, the limiting columns 303 are inserted in the surfaces of the right side plate 1 and the left side plate 102, the limiting columns 303 penetrate through holes 302 formed in the side walls of the bottom ends of the sliding groove 301 and the sliding ring 3, the sliding ring 3 is fixed in the inner cavity of the sliding groove 301, and therefore the bottom plate 103 is fixed on the side walls of the right side plate 1 and the left side plate 102, and transportation is facilitated.
Working principle: because the prefabricated square pile body 304 has different specifications, firstly, the distance between the right side plate 1 and the left side plate 102, namely, the length of the sliding column 101 is adjusted to adapt to the width of the prefabricated square pile body 304, then the bottom plate 103 is rotated to enable the bottom end of the bottom plate 103 to be flush with the bottom ends of the right side plate 1 and the left side plate 102, then the fixing bolt 204 is rotated to fix the bottom plate 103 on the ground, then the prefabricated square pile body 304 is operated, when the operation is completed and a moving device is needed, the rotating column 201 in the inner cavity of the mounting groove 2 is rotated, the connecting column 202 on the side wall of the rotating column 201 is vertical to the ground, then the rotating column 201 is limited to rotate by the threaded bolt, the roller 203 is contacted with the ground at the moment, then the roller 203 can push the device to move, and when the device is used, the rotating column 201 is rotated again, the rotating column 201 drives the connecting column 202 and the roller 203 to retract into the inner cavities of the right side plate 1 and the left side plate 102, the use of the device is not affected, and because the circle centers of the sliding ring 3, the sliding groove 301 and the rotating shaft 205 are the same, when the bottom plate 103 is rotated by taking the rotating shaft 205 as the circle center, the sliding ring 3 fixedly connected with the top end of the bottom plate 103 also rotates by taking the rotating shaft 205 as the circle center, the sliding ring 3 slides in the inner cavity of the sliding groove 301, when the bottom plate 103 is attached to the surfaces of the right side plate 1 and the left side plate 102, the limiting column 303 is inserted into the surfaces of the right side plate 1 and the left side plate 102, the limiting column 303 penetrates through the holes 302 formed in the bottom end side walls of the sliding groove 301 and the sliding ring 3, and the sliding ring 3 is fixed in the inner cavity of the sliding groove 301, so that the bottom plate 103 is fixed on the side walls of the right side plate 1 and the left side plate 102, and the transportation is convenient.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an auxiliary device of solid precast square pile static pressure construction thoughtlessly congeals, includes right side board (1), its characterized in that, right side board (1) inner chamber slidable mounting has slip post (101), slip post (101) end fixedly connected with left side board (102), right side board (1) and left side board (102) lateral wall all rotate and are connected with bottom plate (103), still include:
mounting groove (2) have been seted up to bottom plate (103) inner chamber, and mounting groove (2) inner wall rotates installs rotation post (201), and bottom plate (103) lateral wall threaded connection has the screw bolt, rotates post (201) through the screw bolt control rotation, rotation post (201) middle part rotates installs spliced pole (202), spliced pole (202) bottom rotates and is connected with gyro wheel (203), and bottom plate (103) surface screw installs dead bolt (204), and dead bolt (204) run through bottom plate (103) downwardly extending.
2. The auxiliary device for static pressure construction of the solid-coagulated precast square pile according to claim 1, wherein: the bottom ends of the side walls of the right side plate (1) and the left side plate (102) are respectively provided with a rotating shaft (205) in a rotating mode, the bottom plate (103) is fixedly arranged on the side wall of the rotating shaft (205), and the bottom ends of the bottom plate (103) are flush with the bottom ends of the right side plate (1) and the left side plate (102).
3. The auxiliary device for static pressure construction of the solid-coagulated precast square pile according to claim 1, wherein: the sliding ring (3) is fixedly connected to the surface of the bottom plate (103), sliding grooves (301) are formed in the inner cavities of the right side plate (1) and the left side plate (102), and the sliding ring (3) is in sliding connection with the sliding grooves (301).
4. An auxiliary device for static pressure construction of a solid precast concrete square pile according to claim 3, which is characterized in that: the side wall of the bottom end of the sliding ring (3) is provided with a hole (302), the surfaces of the right side plate (1) and the left side plate (102) are inserted with a limiting column (303), and the limiting column (303) can penetrate through the sliding groove (301).
5. The auxiliary device for static pressure construction of the solid-coagulated precast square pile according to claim 4, wherein: the circle centers of the sliding ring (3), the sliding groove (301) and the rotating shaft (205) are the same, and the limiting column (303) can penetrate through holes (302) formed in the side walls of the bottom ends of the sliding ring (3) and the sliding groove (301).
6. The auxiliary device for static pressure construction of the solid-coagulated precast square pile according to claim 5, wherein: the inner walls of the right side plate (1) and the left side plate (102) are slidably provided with prefabricated square pile bodies (304).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321627864.7U CN220266554U (en) | 2023-06-26 | 2023-06-26 | Auxiliary device for static pressure construction of solid precast concrete square pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321627864.7U CN220266554U (en) | 2023-06-26 | 2023-06-26 | Auxiliary device for static pressure construction of solid precast concrete square pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220266554U true CN220266554U (en) | 2023-12-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321627864.7U Active CN220266554U (en) | 2023-06-26 | 2023-06-26 | Auxiliary device for static pressure construction of solid precast concrete square pile |
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| Country | Link |
|---|---|
| CN (1) | CN220266554U (en) |
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2023
- 2023-06-26 CN CN202321627864.7U patent/CN220266554U/en active Active
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