CN217105088U - Photovoltaic precast pile construction positioning tool - Google Patents
Photovoltaic precast pile construction positioning tool Download PDFInfo
- Publication number
- CN217105088U CN217105088U CN202220938814.XU CN202220938814U CN217105088U CN 217105088 U CN217105088 U CN 217105088U CN 202220938814 U CN202220938814 U CN 202220938814U CN 217105088 U CN217105088 U CN 217105088U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- precast pile
- upper plate
- connecting rod
- photovoltaic
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a photovoltaic precast pile construction positioning tool, it relates to precast pile construction field, and it is including being used for placing subaerial bottom plate and upper plate, the upper plate sets up one side on ground is kept away from to the bottom plate, be equipped with the accommodation hole that is used for holding the precast pile on the bottom plate, be equipped with the confession on the upper plate the perforation that the precast pile passed, fenestrate axis with the axis collineation of accommodation hole, the upper plate with be equipped with a plurality of tight subassemblies of support between the bottom plate, the bottom plate passes through locating component and fixes a position subaerial. This application has the high-efficient convenient effect of installing precast pile and precision.
Description
Technical Field
The application relates to the field of precast pile construction, especially relates to a photovoltaic precast pile construction positioning tool.
Background
When the precast pile is installed, a pile driving device, also called a pile driver, which is a piling machine that uses impact force to drive the precast pile into the ground is generally used for the construction of houses, tunnels and bridges.
At present, in engineering practice, the upper end of a precast pile needs to be manually adjusted to be right below a pile hammer of a pile driver before piling so as to keep the verticality of the horizontal section of the pile and the stratum when the pile is penetrated into the stratum, the manual adjustment method has large errors, when the precast pile is penetrated into the stratum, the precast pile is easy to incline at different angles, the quality of the pile is poor, the stability of a pile foundation is not high, and the engineering construction progress is influenced.
SUMMERY OF THE UTILITY MODEL
In order to improve the problem that manual adjustment precast pile is wasted time and energy, and the installation accuracy is low, this application provides a photovoltaic precast pile construction positioning tool.
The application provides a pair of photovoltaic precast pile construction positioning tool adopts following technical scheme:
the utility model provides a photovoltaic precast pile construction positioning tool, is including being used for placing subaerial bottom plate and upper plate, the upper plate sets up one side on ground is kept away from to the bottom plate, be equipped with the accommodation hole that is used for holding the precast pile on the bottom plate, be equipped with the confession on the upper plate the perforation that the precast pile passed, fenestrate axis with the axis collineation of accommodation hole, the upper plate with be equipped with a plurality of tight subassemblies that support between the bottom plate, the bottom plate passes through locating component and fixes a position subaerial.
Through adopting above-mentioned technical scheme, when fixing a position precast pile, at first remove the bottom plate to the position that needs the pile, utilize locating component to fix a position the bottom plate subaerial, the bottom plate motion makes the straightness that hangs down of pile position and pile when the pile is driven take place the skew, be favorable to improving the pile driving precision, then move the precast pile into the perforation of upper plate and the accommodation hole of bottom plate, utilize a plurality of tight subassemblies that support to fix a position precast pile in relative position, when piling pile to the precast pile, utilize a plurality of tight subassemblies that support to carry on spacingly to the position of precast pile, be favorable to keeping the straightness that hangs down of precast pile and ground, realize good pile driving effect, when pile driving is accomplished, dismantle locating component, remove bottom plate and upper plate to next pile position, and convenient operation, time saving and labor saving.
In a specific implementation scheme, the abutting assembly comprises a first connecting rod, a second connecting rod and an abutting wheel, one end of the first connecting rod is hinged to the upper plate, the other end of the first connecting rod is rotatably connected with one end of the second connecting rod, one end, far away from the first connecting rod, of the second connecting rod is hinged to the bottom plate, the abutting wheel is rotatably connected with one end, far away from the upper plate, of the first connecting rod, and a driving piece used for adjusting the distance between the upper plate and the bottom plate is arranged between the upper plate and the bottom plate.
By adopting the technical scheme, when the precast pile is positioned, the upper plate is moved to the position far away from the base plate by using the driving part, at the moment, the included angle between the first connecting rod and the upper plate is increased, the included angle between the second connecting rod and the base plate is increased, the included angle between the first connecting rod and the second connecting rod is increased, the distance from the peripheral wall of the pressing wheel to the axis of the accommodating hole is increased, and the precast pile is conveniently arranged in the accommodating hole and the through hole; then utilize the driving piece to make the upper plate to the position motion that is close to the bottom plate, at this moment, contained angle between first connecting rod and the upper plate diminishes, contained angle between second connecting rod and the bottom plate diminishes, contained angle between first connecting rod and the second connecting rod diminishes, the perisporium that supports the pinch roller diminishes to the distance of the axis of accommodation hole, until the perisporium that supports the pinch roller and the outer wall laminating of precast pile, when piling the precast pile, a plurality of pinch rollers that support rotate, realized the location to the precast pile.
In a particular possible embodiment, the drive element comprises an electric cylinder, the cylinder body of which is arranged on a base plate, the piston rod of which abuts against the side wall of the upper plate facing the base plate.
By adopting the technical scheme, when the precast pile is placed in the accommodating hole and the through hole, the electric cylinder is started, the piston rod of the electric cylinder extends out to drive the upper plate to move towards the direction far away from the bottom plate, and at the moment, the distance from the peripheral wall of the pressing wheel to the axis of the accommodating hole is increased, so that the precast pile is conveniently placed in the accommodating hole and the through hole; when the precast pile is positioned, the electric cylinder is started, the piston rod of the electric cylinder retracts, the upper plate moves towards the direction close to the bottom plate under the action of gravity, at the moment, the distance from the peripheral wall of the pressing wheel to the axis of the accommodating hole is reduced until the precast pile is tightly clamped by the pressing wheels, the precast pile is positioned, the electric cylinder is utilized to drive the upper plate and the bottom plate to move relatively, and the precast pile is simple and easy to obtain.
In a specific possible embodiment, a pressing block is arranged on the side wall of the upper plate far away from the bottom plate.
Through adopting above-mentioned technical scheme, under the action of gravity of briquetting, when fixing a position the precast pile, the trend that the upper plate moved to being close to the bottom plate direction under the action of gravity of briquetting is favorable to improving the pressure effect of supporting between the perisporium and the precast pile perisporium of supporting the pinch roller, and very high stability to the precast pile location reduces the influence that vibrations when driving the precast pile caused the position of precast pile as far as possible.
In a specific embodiment, a sliding groove for sliding the precast pile is formed in the side wall of the bottom plate, the sliding groove is communicated with the accommodating hole, a mounting groove for sliding the precast pile is formed in the side wall of the upper plate, and the mounting groove is communicated with the through hole.
Through adopting above-mentioned technical scheme, when placing the precast pile in perforation and accommodation hole, remove bottom plate and upper plate, move the precast pile into sliding groove and mounting groove in, until the precast pile slides to accommodation hole and perforation in, when accomplishing the precast pile, move the precast pile and remove in perforation and the accommodation hole, convenient to detach.
In a specific possible embodiment, the side wall of the bottom plate facing the ground is provided with a plurality of universal wheels.
Through adopting above-mentioned technical scheme, utilize the universal wheel to reduce the friction between bottom plate and the ground when removing the bottom plate, be convenient for remove the bottom plate to the position of treating the pile.
In a specific can embodiment, locating component includes first setting element and second setting element, first setting element with the second setting element all include the location nail with be used for with the crowbar that the location nail pried from ground, set up the confession on the bottom plate the waist shape hole that the location nail passed, the confession has been seted up to the one end of crowbar the connecting hole that the location nail passed, the one end setting of crowbar is in the nail cap of location nail with between the lateral wall on ground is kept away from to the bottom plate, first setting element sets up one side of precast pile, the second setting element sets up the opposite side of precast pile.
By adopting the technical scheme, when the bottom plate is positioned on the ground, one end of the positioning nail far away from the nail cap sequentially penetrates through the connecting hole and the waist-shaped hole and is nailed into the ground, and at the moment, one end of the crowbar and the bottom plate are limited on the ground by the nail cap of the positioning nail, so that the positioning of the bottom plate is realized, the operation is convenient, and the operation is simple and convenient; when the bottom plate needs to be detached from the ground, the crowbar is pressed, and the crowbar drives the positioning nails to move towards the direction far away from the bottom plate under the action of the lever principle until the positioning nails are separated from the ground, so that the detachment of the positioning nails is realized, the operation is convenient, and the time and the labor are saved; the first positioning piece and the second positioning piece which are arranged on two sides of the precast pile are utilized to realize uniform positioning of the bottom plate.
In a specific possible embodiment, the length direction of the waist-shaped hole corresponding to the first positioning element and the length direction of the waist-shaped hole corresponding to the second positioning element are perpendicular to each other.
Through adopting above-mentioned technical scheme, utilize mutually perpendicular's waist shape hole for when fixing a position the bottom plate subaerial, avoid the bottom plate to slide along the length direction in waist shape hole as far as possible and cause the influence to the positioning accuracy of bottom plate.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the precast pile is positioned, firstly, the bottom plate is moved to a position needing to be piled, the positioning assembly is utilized to position the bottom plate on the ground, the deviation between the piling position and the piling verticality caused by the movement of the bottom plate during piling is avoided as much as possible, the piling precision is favorably improved, then the precast pile is moved into the through hole of the upper plate and the accommodating hole of the bottom plate, the precast pile is positioned at the relative position by utilizing the plurality of abutting assemblies, when the precast pile is piled, the position of the precast pile is limited by utilizing the plurality of abutting assemblies, the verticality between the precast pile and the ground is favorably maintained, a good effect is realized, when the piling is finished, the positioning assembly is disassembled, the bottom plate and the upper plate are moved to the next piling position, the operation is convenient, and the time and the labor are saved;
2. when the precast pile is placed in the containing hole and the through hole, the electric cylinder is started, a piston rod of the electric cylinder extends out to drive the upper plate to move towards the direction far away from the bottom plate, and at the moment, the distance from the peripheral wall of the pressing wheel to the axis of the containing hole is increased, so that the precast pile is conveniently placed in the containing hole and the through hole; when the precast pile is positioned, the electric cylinder is started, the piston rod of the electric cylinder retracts, the upper plate moves towards the direction close to the bottom plate under the action of gravity, at the moment, the distance from the peripheral wall of the pressing wheel to the axis of the accommodating hole is reduced until the precast pile is tightly clamped by the pressing wheels, the precast pile is positioned, the electric cylinder is utilized to drive the upper plate and the bottom plate to move relatively, and the precast pile is simple and easy to obtain.
Drawings
Fig. 1 is an overall structure schematic diagram of a photovoltaic precast pile construction positioning tool in an embodiment of the present application.
Fig. 2 is an enlarged view of a point a in fig. 1.
Description of reference numerals: 1. a base plate; 2. an upper plate; 3. a universal wheel; 4. an accommodation hole; 5. a sliding groove; 6. a propping component; 61. a first link; 62. a second link; 63. pressing the wheel; 7. prefabricating a pile; 8. a positioning assembly; 81. a first positioning member; 82. a second positioning member; 801. positioning nails; 802. a crowbar; 9. perforating; 10. mounting grooves; 11. a rotating groove; 12. accommodating grooves; 13. a drive member; 131. an electric cylinder; 14. briquetting; 15. a waist-shaped hole; 16. connecting holes; 17. a communicating groove.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses photovoltaic precast pile construction positioning tool. Referring to fig. 1, a photovoltaic precast pile construction positioning tool comprises a bottom plate 1 and an upper plate 2 which are arranged on the ground, four universal wheels 3 are arranged on four corners of the side wall of the bottom plate 1 facing the ground, a containing hole 4 is arranged on the bottom plate 1, a sliding groove 5 is arranged on the side wall of the bottom plate 1, the sliding groove 5 is communicated with the containing hole 4, a through hole 9 is arranged on the upper plate 2, a mounting groove 10 is arranged on the side wall of the upper plate 2, the mounting groove 10 is communicated with the through hole 9, both the containing hole 4 and the through hole 9 are round holes, the containing hole 4 and the through hole 9 are coaxially arranged, when the precast pile 7 is installed, firstly, the precast pile 7 penetrates from the installation groove 10 of the upper plate 2 and the sliding groove 5 of the bottom plate 1 until the precast pile 7 is arranged in the accommodating hole 4 and the through hole 9, five groups of abutting components 6 are arranged between the upper plate 2 and the bottom plate 1, the five groups of abutting components 6 are evenly distributed along the circumferential direction of the precast pile 7, and the bottom plate 1 is positioned on the ground through the positioning component 8.
When the precast pile 7 is positioned, firstly, the base plate 1 is dragged, the base plate 1 generates rolling friction with the ground under the action of the universal wheels 3, the dragging is convenient, when the base plate 1 is moved to a position needing pile driving, the base plate 1 is positioned on the ground by using the positioning component 8, then the precast pile 7 is moved into the through hole 9 of the upper plate 2 and the accommodating hole 4 of the base plate 1, the precast pile 7 is positioned at a relative position by using the five groups of abutting components 6 which are uniformly distributed along the circumferential direction of the precast pile 7, when the precast pile driving is carried out on the precast pile 7, the position of the precast pile 7 is limited by using the five groups of abutting components 6, the perpendicularity between the precast pile 7 and the base plate 1 is favorably maintained, the inclination between the precast pile 7 and the ground is avoided as much as possible, a good pile driving effect is realized, when the pile driving is finished, the five groups of abutting components 6 limit the precast pile 7, and the positioning component 8 are disassembled, the precast pile 7 slides out from the mounting groove 10 of the upper plate 2 and the sliding groove 5 of the bottom plate 1, and the bottom plate 1 and the upper plate 2 are moved to the next piling position, so that the operation is convenient, and the time and the labor are saved.
Referring to fig. 1 and 2, the abutting assembly 6 includes a first connecting rod 61, a second connecting rod 62 and an abutting wheel 63, one end of the first connecting rod 61 is hinged to the side wall of the upper plate 2 facing the lower plate, one end of the first connecting rod 61 away from the upper plate 2 is provided with a rotating groove 11, one end of the second connecting rod 62 extends into the rotating groove 11 and is rotatably connected with the first connecting rod 61, one end of the second connecting rod 62 away from the first connecting rod 61 is hinged to the top wall of the upper plate 2 facing the bottom plate 1, one end of the second connecting rod 62 away from the bottom plate 1 is provided with an accommodating groove 12, the abutting wheel 63 is disposed in the accommodating groove 12, one ends of the abutting wheel 63 and the second connecting rod 62 away from the bottom plate 1 and one end of the first connecting rod 61 away from the upper plate 2 are coaxially and rotatably connected, two sets of driving members 13 for driving the upper plate 2 away from the bottom plate 1 are disposed between the upper plate 2 and the bottom plate 1, the two sets of driving members 13 are symmetrically disposed along the axis of the precast pile 7, in this embodiment, driving piece 13 sets up to electric cylinder 131, and electric cylinder 131's cylinder body and bottom plate 1 are towards the lateral wall fixed connection of bottom plate 2, and at electric cylinder 131 during operation, electric cylinder 131's piston rod and top plate 2 are towards the lateral wall butt of bottom plate 1, and briquetting 14 has been placed on the lateral wall that bottom plate 1 was kept away from to top plate 2, offer on briquetting 14 with perforation 9 and the corresponding intercommunication groove 17 of mounting groove 10, intercommunication groove 17 is used for supplying precast pile 7 to penetrate.
When the precast pile 7 is positioned, firstly, the electric cylinder 131 is started, a piston rod of the electric cylinder 131 drives the upper plate 2 and the pressing block 14 to move towards the direction far away from the base plate 1, at the moment, the included angle between the first connecting rod 61 and the upper plate 2 is enlarged, the included angle between the second connecting rod 62 and the base plate 1 is enlarged, the included angle between the first connecting rod 61 and the second connecting rod 62 is enlarged, the distance from the peripheral wall of the pressing wheel 63 to the axis of the accommodating hole 4 is enlarged, and then the precast pile 7 is placed in the accommodating hole 4 and the through hole 9; finally, the piston rod of the electric cylinder 131 is retracted, the upper plate 2 and the press block 14 move towards the direction close to the base plate 1 under the action of gravity, at the moment, the included angle between the first connecting rod 61 and the upper plate 2 is reduced, the included angle between the second connecting rod 62 and the base plate 1 is reduced, the included angle between the first connecting rod 61 and the second connecting rod 62 is reduced, the distance from the peripheral wall of the pressing wheel 63 to the axis of the accommodating hole 4 is reduced until the peripheral wall of the pressing wheel 63 is attached to the outer wall of the precast pile 7, and when the precast pile 7 is driven, the pressing wheel 63 is driven by the precast pile 7 to rotate, so that the precast pile 7 is positioned; different pressing forces are applied to the precast pile 7 by using pressing blocks 14 with different masses, so that a good positioning effect on the precast pile 7 is facilitated.
Referring to fig. 1, the positioning assembly 8 includes two sets of first positioning members 81 and two sets of second positioning members 82, the first positioning members 81 are disposed on one side of the precast pile 7, the second positioning members 82 are disposed on the other side of the precast pile 7, each set of first positioning members 81 and each set of second positioning members 82 include a positioning nail 801 and a crowbar 802 for prying the positioning nail 801 from the ground, a bottom plate 1 is provided with a kidney-shaped hole 15 for the positioning nail 801 to pass through, one end of the crowbar 802 is provided with a connecting hole 16 for the positioning nail 801 to pass through, the nail cap of the positioning nail 801 clamps the bottom plate 1 and one end of the crowbar 802 between the nail cap and the opposite side wall of the bottom plate 1, the length direction of the kidney-shaped hole 15 corresponding to the first positioning member 81 is perpendicular to the length direction of the kidney-shaped hole 15 corresponding to the second positioning member 82, and the kidney-shaped holes 15 perpendicular to each other are used, so that when the bottom plate 1 is positioned on the ground, the influence on the positioning precision of the bottom plate 1 caused by the sliding of the bottom plate 1 along the length direction of the waist-shaped hole 15 is avoided as much as possible.
When the bottom plate 1 is positioned on the ground, one end of the positioning nail 801, which is far away from the nail cap, sequentially penetrates through the connecting hole 16 and the waist-shaped hole 15 and is nailed into the ground, and at the moment, one end of the crowbar 802 and the bottom plate 1 are clamped between the nail cap of the positioning nail 801 and the ground, so that the bottom plate 1 is positioned, and the operation is convenient, simple and convenient; when the bottom plate 1 needs to be detached from the ground, the crowbar 802 is pressed, one end of the crowbar 802 is attached to the bottom plate 1, the crowbar 802 drives the positioning nail 801 to move towards the direction far away from the bottom plate 1 under the action of the lever principle until the positioning nail 801 is separated from the ground, the detachment of the positioning nail 801 is achieved, the operation is convenient, and time and labor are saved.
The implementation principle of the photovoltaic precast pile construction positioning tool in the embodiment of the application is as follows: when fixing a position precast pile 7, at first drag bottom plate 1, bottom plate 1 takes place rolling friction with ground under the effect of universal wheel 3, be convenient for drag, when bottom plate 1 removes the position to needs the pile, utilize locating component 8 to fix a position bottom plate 1 subaerial, avoid when the pile 1 motion of bottom plate to make the straightness that hangs down of pile position and pile take place the skew, be favorable to improving the pile precision, then move precast pile 7 in the perforation 9 of upper plate 2 and the accommodation hole 4 of bottom plate 1 through sliding chute 5 and mounting groove 10.
When the precast pile 7 is positioned, firstly, the electric cylinder 131 is started, a piston rod of the electric cylinder 131 drives the upper plate 2 and the pressing block 14 to move towards the direction far away from the base plate 1, at the moment, the included angle between the first connecting rod 61 and the upper plate 2 is enlarged, the included angle between the second connecting rod 62 and the base plate 1 is enlarged, the included angle between the first connecting rod 61 and the second connecting rod 62 is enlarged, the distance from the peripheral wall of the pressing wheel 63 to the axis of the accommodating hole 4 is enlarged, and then the precast pile 7 is placed in the accommodating hole 4 and the through hole 9; at last, the piston rod of the electric cylinder 131 retracts, the upper plate 2 and the pressing block 14 move towards the direction close to the bottom plate 1 under the action of gravity, at the moment, the included angle between the first connecting rod 61 and the upper plate 2 is reduced, the included angle between the second connecting rod 62 and the bottom plate 1 is reduced, the included angle between the first connecting rod 61 and the second connecting rod 62 is reduced, the distance from the peripheral wall of the pressing wheel 63 to the axis of the accommodating hole 4 is reduced, the peripheral wall of the pressing wheel 63 and the outer wall of the precast pile 7 are attached until the peripheral wall of the pressing wheel 63 and the outer wall of the precast pile 7 are attached, when the precast pile 7 is driven, the pressing wheel 63 rotates under the driving of the precast pile 7, and the positioning of the precast pile 7 is realized.
When the piling is completed, the electric cylinder 131 is started, a piston rod of the electric cylinder 131 drives the upper plate 2 and the pressing block 14 to move towards the direction far away from the bottom plate 1, at the moment, the included angle between the first connecting rod 61 and the upper plate 2 is increased, the included angle between the second connecting rod 62 and the bottom plate 1 is increased, the included angle between the first connecting rod 61 and the second connecting rod 62 is increased, the peripheral wall of the pressing wheel 63 and the outer wall of the precast pile 7 are separated, the crowbar 802 is pressed, one end of the crowbar 802 is attached to the bottom plate 1, the crowbar 802 drives the positioning nail 801 to move towards the direction far away from the bottom plate 1 under the action of the lever principle until the positioning nail 801 is separated from the ground, the positioning nail 801 is detached, finally, the precast pile 7 slides out from the mounting groove 10 of the upper plate 2 and the sliding groove 5 of the bottom plate 1, the bottom plate 1 and the upper plate 2 are moved to the next piling position, the operation is convenient, and time and labor are saved.
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 photovoltaic precast pile construction positioning tool which characterized in that: including being used for placing bottom plate (1) and upper plate (2) subaerial, upper plate (2) set up one side on ground is kept away from in bottom plate (1), be equipped with receiving hole (4) that are used for holding precast pile (7) on bottom plate (1), be equipped with the confession on upper plate (2) perforation (9) that precast pile (7) passed, the axis of perforation (9) with the axis collineation of receiving hole (4), upper plate (2) with be equipped with a plurality of tight subassemblies (6) of support between bottom plate (1), bottom plate (1) are fixed a position subaerial through locating component (8).
2. The photovoltaic precast pile construction positioning tool according to claim 1, characterized in that: support tight subassembly (6) and include first connecting rod (61), second connecting rod (62) and support pinch roller (63), the one end of first connecting rod (61) with upper plate (2) are articulated, the other end of first connecting rod (61) with the one end of second connecting rod (62) is rotated and is connected, second connecting rod (62) are kept away from the one end of first connecting rod (61) with bottom plate (1) are articulated, support pinch roller (63) with the one end that upper plate (2) were kept away from in first connecting rod (61) is rotated and is connected, upper plate (2) with be equipped with between bottom plate (1) and be used for adjusting driving piece (13) of distance between upper plate (2) and bottom plate (1).
3. The photovoltaic precast pile construction positioning tool according to claim 2, characterized in that: the driving piece (13) comprises an electric cylinder (131), the cylinder body of the electric cylinder (131) is arranged on the bottom plate (1), and the piston rod of the electric cylinder (131) is abutted against the side wall of the upper plate (2) facing the bottom plate (1).
4. The photovoltaic precast pile construction positioning tool of claim 1, characterized in that: and a pressing block (14) is arranged on the side wall of the upper plate (2) far away from the bottom plate (1).
5. The photovoltaic precast pile construction positioning tool according to claim 1, characterized in that: offer the confession on the lateral wall of bottom plate (1) precast pile (7) the groove (5) that slides, slide groove (5) with accommodation hole (4) intercommunication, offer the confession on the lateral wall of upper plate (2) mounting groove (10) that precast pile (7) slided, mounting groove (10) with perforation (9) intercommunication.
6. The photovoltaic precast pile construction positioning tool according to claim 1, characterized in that: the side wall of the bottom plate (1) facing the ground is provided with a plurality of universal wheels (3).
7. The photovoltaic precast pile construction positioning tool according to claim 1, characterized in that: positioning assembly (8) include first setting element (81) and second setting element (82), first setting element (81) with second setting element (82) all include location nail (801) and be used for with location nail (801) are from crowbar (802) of ground crowing, the confession has been seted up on bottom plate (1) waist shape hole (15) that location nail (801) passed, the confession has been seted up to the one end of crowbar (802) connecting hole (16) that location nail (801) passed, the one end setting of crowbar (802) is in the nail cap of location nail (801) with bottom plate (1) is kept away from between the lateral wall on ground, first setting element (81) set up one side of precast pile (7), second setting element (82) set up the opposite side of precast pile (7).
8. The photovoltaic precast pile construction positioning tool according to claim 7, characterized in that: the length direction of the waist-shaped hole (15) corresponding to the first positioning piece (81) is perpendicular to the length direction of the waist-shaped hole (15) corresponding to the second positioning piece (82).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220938814.XU CN217105088U (en) | 2022-04-22 | 2022-04-22 | Photovoltaic precast pile construction positioning tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220938814.XU CN217105088U (en) | 2022-04-22 | 2022-04-22 | Photovoltaic precast pile construction positioning tool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217105088U true CN217105088U (en) | 2022-08-02 |
Family
ID=82585027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220938814.XU Active CN217105088U (en) | 2022-04-22 | 2022-04-22 | Photovoltaic precast pile construction positioning tool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217105088U (en) |
-
2022
- 2022-04-22 CN CN202220938814.XU patent/CN217105088U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205475230U (en) | All -hydraulic static pressure stake of self -propelled multi -functional U shaped steel sheet pile machine | |
| CN217105088U (en) | Photovoltaic precast pile construction positioning tool | |
| CN117513327A (en) | Auxiliary equipment for applying and driving U-shaped concrete sheet pile | |
| CN117260106A (en) | Steel construction welding equipment based on construction | |
| CN104452761B (en) | Rotary clamping structure in stake machine | |
| CN203475432U (en) | Rotating clamping structure in piling machine | |
| CN213496258U (en) | Upsetting device | |
| CN111042131B (en) | Pile head breaking device of large cast-in-situ bored pile and using method thereof | |
| CN208023576U (en) | Pile monkey component and piling machine with the pile monkey component | |
| CN219233689U (en) | Photovoltaic support piercing press | |
| CN212507410U (en) | Simple and easy quick ann tears template support nail open | |
| CN213319999U (en) | Turnover device | |
| CN219470931U (en) | Static pile pressing machine for building engineering | |
| CN113186918B (en) | Piling equipment for constructional engineering | |
| CN216594262U (en) | Soil sampling device for road construction based on highway engineering | |
| CN218134612U (en) | Hole pile circular steel reinforcement stirrup processing equipment | |
| CN216829341U (en) | Welding site angle fine-adjustment device for movable door frame pressing bar welding machine | |
| CN219986626U (en) | Anchor net cutting device | |
| CN220686790U (en) | Reinforcing steel bar binding auxiliary tool | |
| CN217839721U (en) | Steel box girder splicing and positioning device | |
| CN217206322U (en) | Pile machine with leveling mechanism for pile foundation construction | |
| CN220954495U (en) | Building construction platform convenient to remove | |
| CN220978003U (en) | Novel building pile positioning device | |
| CN219470890U (en) | High-speed dynamic compaction machine for civil engineering construction | |
| CN216477147U (en) | Blasting drilling equipment is used in high gas district tunnel construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |