CN218713006U - Mountain region photovoltaic pile basis straightness construction support equipment that hangs down - Google Patents
Mountain region photovoltaic pile basis straightness construction support equipment that hangs down Download PDFInfo
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- CN218713006U CN218713006U CN202223101320.5U CN202223101320U CN218713006U CN 218713006 U CN218713006 U CN 218713006U CN 202223101320 U CN202223101320 U CN 202223101320U CN 218713006 U CN218713006 U CN 218713006U
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- telescopic arm
- sliding sleeve
- claw
- photovoltaic pile
- adjusting
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The utility model discloses a mountain region photovoltaic pile basis straightness construction support equipment that hangs down, include: the truss arms and the transverse claw beams are distributed at intervals and rotatably hinged on the foot supports; a sliding sleeve A is slidably sleeved on the truss arm; the adjustable telescopic arm A and the adjustable telescopic arm B are rotatably hinged with the bottom of the sliding sleeve A, and the adjustable telescopic arm A and the adjustable telescopic arm B can control a telescopic body; the bottom ends of the adjusting telescopic arm A and the adjusting telescopic arm B are respectively rotatably hinged on two ends of the transverse claw beam; the sliding sleeve A is provided with a truss girder, and the truss girder is provided with a photovoltaic pile inclination angle adjusting mechanism for adjusting the inclination angle of the photovoltaic pile in the pile hole. The truss arm is enabled to bring the truss girder on the sliding sleeve A to a horizontal state through adjustment of the adjusting telescopic arm A and the adjusting telescopic arm B, and the photovoltaic pile is installed in a pile hole perpendicular to the photovoltaic pile inclination angle adjusting mechanism on the truss girder in the horizontal state.
Description
Technical Field
The utility model relates to a mountain region photovoltaic pile basis straightness construction support equipment that hangs down belongs to photovoltaic construction equipment technical field.
Background
The photovoltaic power generation is used as a novel green and environment-friendly energy source, so that the non-renewable resources are saved, the greenhouse gas emission is reduced, the social environment is protected, and the utilization rate and the value of the land can be improved by the construction of a photovoltaic power station. When the complicated mountain region of topography construction photovoltaic power generation field, in order to guarantee as the stable atress of photovoltaic stake later stage, the pre-buried steel pipe that needs to constitute the photovoltaic stake carries out concrete placement in the hole stake perpendicularly all the time.
In a simple device for controlling the verticality of a drilled pile with the Chinese patent publication No. CN213360099U, the publicly adopted technical scheme is as follows: a sleeve is arranged on the outer side of the steel rail in a sliding manner, a supporting rod is hinged to the outer side of the sleeve, and the outer side of the supporting rod is connected with a fixing ring through threads, so that a bottom plate of the supporting rod is connected with the supporting rod; although the sleeves on the two bottom plates can enable the steel rail to be transverse to the horizontal plane of the pile hole orifice on the ground, when the device is used on a slope gradient mountain construction surface, the two bottom plates can be located at different heights, so that the steel rail cannot be horizontal, and the photovoltaic pile cannot be vertical to the pile hole.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a mountain region photovoltaic pile basis straightness construction support equipment that hangs down.
The utility model discloses a following technical scheme can realize.
The utility model provides a pair of mountain region photovoltaic pile basis straightness construction support equipment that hangs down, include:
a foot support;
the truss arms and the transverse claw beams are distributed at intervals and rotatably hinged on the foot supports;
a sliding sleeve A is slidably sleeved on the truss arm;
the adjustable telescopic arm A and the adjustable telescopic arm B are rotatably hinged with the bottom of the sliding sleeve A, and the adjustable telescopic arm A and the adjustable telescopic arm B can control a telescopic body;
the bottom ends of the adjusting telescopic arm A and the adjusting telescopic arm B are respectively rotatably hinged on two ends of the transverse claw beam;
the sliding sleeve A is provided with a truss girder, and the truss girder is provided with a photovoltaic pile inclination angle adjusting mechanism for adjusting the inclination angle of the photovoltaic pile in the pile hole.
Keep away from the heel brace rotatable articulated horizontal claw on the horizontal claw beam tip is equipped with the through-hole on the horizontal claw, and horizontal claw nail is installed to the through-hole.
Keep away from the heel brace the purlin arm tip bolt is installed spacing pin, and spacing pin carries on spacingly to sliding sleeve A.
The bottom of the foot support is hinged with a foot claw, a through hole is arranged on the foot claw, and a claw nail is arranged in the through hole.
The foot support is provided with a hinged seat, and the truss arms and the transverse claw beams are distributed at intervals and are rotatably hinged and installed in the hinged seat through the pin shafts.
Photovoltaic stake inclination adjustment mechanism includes: the controllable sliding sleeve is sleeved on a sliding sleeve B of the truss girder;
the pull beam is fixed with the sliding sleeve B, and a main adjusting body is rotatably hinged on the pull beam;
the top of the main adjuster is provided with a threaded through hole, and an adjusting screw rod is screwed in the threaded through hole of the main adjuster; the adjusting screw rod adjusts the distance between the straining beam and the main adjuster;
and the pipe clamp is fixed at the lower part of the main adjusting body and used for clamping the photovoltaic pile.
The pipe clamp is in an open shape, and threaded through holes are formed in two side edges of the pipe clamp and screwed with tightening bolts.
The sliding sleeve B is sleeved on the truss girder in a controllable sliding mode through a plum bolt.
The beneficial effects of the utility model reside in that: the horizontal claw roof beam is fixed in the mountain region ground layer of stake hole side, the heel brace area horizontal claw roof beam is rotatory, the heel brace is fixed in stake hole below construction face, through to adjusting flexible arm A, adjust flexible arm B's regulation and make the longeron take sliding sleeve A to go up the longeron and reach the horizontality, perpendicular to stake hole in the photovoltaic stake inclination adjustment mechanism of photovoltaic stake installation on the horizontality longeron, two bottom plate departments of having solved slope gradient mountain region construction face can lead to the rail can not be in the level at the co-altitude, and the problem that the photovoltaic stake can not be in the vertical state with the stake hole appears.
Drawings
FIG. 1 is a schematic structural view of the construction prop device of the present invention;
fig. 2 is a schematic structural view of the inclination angle adjusting mechanism of the photovoltaic pile of the present invention;
in the figure: 1-a foot support; 11-claws; 12-a claw nail; 13-a hinged seat; 2-transverse claw beam; 21-transverse claw; 22-horizontal claw nail; 3-a truss arm; 31-adjusting the telescopic arm A; 32-adjusting the telescopic arm B; 33-sliding sleeve A; 36-quincuncial bolts; 4-photovoltaic piles; 41-straining beam; 42-pipe clamp; 43-major key; 44-adjusting screw; 45-sliding sleeve B; 46-trusses.
Detailed Description
The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.
As shown in fig. 1-2.
The application discloses mountain region photovoltaic pile basis straightness construction support equipment that hangs down includes:
the quantity is heel brace 1 of two, and heel brace 1 adopts extensible member such as controllable flexible threaded rod or controllable square telescopic link to constitute, and heel brace 1 bottom articulates there is paw 11, is equipped with the through-hole on the paw 11 and installs claw 12 and squeeze into in the mountain region ground layer fixedly.
The adjustable photovoltaic pile angle adjusting mechanism is characterized in that a truss arm 3 and a cross claw beam 2 which are rotatably hinged to a hinge seat 13 at the telescopic end of a foot support 1 through a pin shaft are arranged, a sliding sleeve A33 is slidably sleeved on the truss arm 3, the bottom of the sliding sleeve A33 is rotatably hinged to the top end of an adjusting telescopic arm A31 and the top end of an adjusting telescopic arm B32, the adjusting telescopic arm A31 and the adjusting telescopic arm B32 are controllable telescopic bodies such as controllable telescopic threaded rods, the bottom ends of the adjusting telescopic arm A31 and the adjusting telescopic arm B32 are rotatably hinged to the two ends of the cross claw beam 2 respectively, a truss beam 46 is arranged on the sliding sleeve A33, and a photovoltaic pile angle adjusting mechanism for adjusting the angle of a photovoltaic pile 4 in a pile hole is arranged on the truss beam 46.
Keep away from heel brace 1 the rotatable articulated horizontal claw 21 that has on the horizontal claw roof beam 2 tip, be equipped with the through-hole on the horizontal claw 21 and install horizontal claw nail 22 and squeeze into in the mountain soil and soil layer fixed.
Keep away from heel brace 1 spacing pin is installed to 3 tip bolts of purlin arm, and spacing pin carries on spacingly to sliding sleeve A33 and avoids deviating from purlin arm 3.
When the slope gradient mountain construction surface is used, the transverse claw 21 at the end part of the transverse claw beam 2 is driven into a mountain rock-soil layer on the side edge of a pile hole through the transverse claw nail 22, the foot support 1 drives the transverse claw beam 2 to rotate by taking the transverse claw 21 as a fixed point, the foot claw 11 of the foot support 1 is driven into the mountain rock-soil layer through the claw nail 12 to be fixed on the construction surface below the pile hole, the truss arm 3 drives the truss beam 46 on the sliding sleeve A33 to reach a horizontal state through adjusting the adjusting telescopic arm A31 and the adjusting telescopic arm B32, the photovoltaic pile 4 is installed in a photovoltaic pile inclination angle adjusting mechanism on the truss beam 46 in a horizontal state and is perpendicular to the pile hole, and the problems that steel rails cannot be horizontal due to different heights of two bottom plates of the slope gradient mountain construction surface, and the photovoltaic piles cannot be perpendicular to the pile hole are solved.
Photovoltaic stake inclination adjustment mechanism includes: a sliding sleeve B45 which is sleeved on the truss 46 in a controllable sliding way through a plum bolt 36;
the pull beam 41 is fixed with the sliding sleeve B45, the pull beam 41 is fixedly welded with the bottom of the sliding sleeve B45, the bottom of the pull beam 41 is provided with an extension section extending towards the direction of the transverse claw 21, the extension section is provided with an opening, and the opening is rotatably hinged with a main adjusting body 43 through a pin shaft;
the top of the main adjuster 43 is provided with a threaded through hole, and an adjusting screw 44 screwed in the threaded through hole of the main adjuster 43; the tension beam 41 is provided with a bearing, the inner ring of the bearing is in interference fit with the adjusting screw 44, the adjusting screw 44 can only be rotatably arranged on the tension beam 41 on the basis of the rotation of the bearing, and the distance between the tension beam 41 and the main adjuster 43 pulled by the adjusting screw 44 is realized; or the straining beam 41 is provided with a threaded through hole for the adjusting screw 44 to screw in and out, so that the adjusting screw 44 pulls the distance between the straining beam 41 and the main adjuster 43;
the pipe clamp 42 is welded and fixed at the lower part of the main adjusting body 43, the pipe clamp 42 is in an open shape for clamping the photovoltaic pile 4, threaded through holes are formed in the two side edges of the pipe clamp 42, and screwing bolts are screwed, so that the photovoltaic pile 4 is propped against the pipe clamp 42.
In a simple device for controlling the verticality of a bored pile disclosed in Chinese patent publication No. CN213360099U, the adopted technology is as follows: the lower end of the steel rail is welded with a connecting sleeve, the inside of the connecting sleeve is connected with a telescopic cylinder through threads, and the inside of the telescopic cylinder is connected with a steel column in a sliding manner; the telescopic cylinder connected with the steel column is fixed in the connecting sleeve at the lower end of the steel rail through threaded connection, and the problem that the steel column inclination angle cannot be adjusted on the telescopic cylinder to be perpendicular to the pile hole exists.
The method comprises the steps of supporting parts outside a photovoltaic pile inclination angle adjusting mechanism as a foundation frame body, clamping a photovoltaic pile 4 in a pipe clamp 42, adjusting an adjusting screw 44, enabling a main adjusting body 43 to rotate on a tension beam 41 to adjust the inclination angle of the photovoltaic pile 4 to be perpendicular to a pile hole, then conducting hammer degree rechecking by using a laser collimator or a vertical cone, enabling the photovoltaic pile 4 to be finally perpendicular to the pile hole through secondary adjustment of the adjusting screw 44, fixing the adjusting screw 44 and pouring concrete into the pile hole, and solving the problem that the steel column cannot be fixed in a connecting sleeve at the lower end of a steel rail to adjust the inclination angle of the steel column to be perpendicular to the pile hole on the telescopic cylinder.
Claims (8)
1. The utility model provides a mountain region photovoltaic pile basis straightness construction support equipment that hangs down which characterized in that includes:
a foot support (1);
the truss arms (3) and the transverse claw beams (2) are distributed at intervals and rotatably hinged on the foot supports (1);
a sliding sleeve A (33) is slidably sleeved on the truss arm (3);
the adjustable telescopic arm A (31) and the adjustable telescopic arm B (32) are rotatably hinged with the bottom of the sliding sleeve A (33), and the adjustable telescopic arm A (31) and the adjustable telescopic arm B (32) are controllable telescopic bodies;
the bottom ends of the adjusting telescopic arm A (31) and the adjusting telescopic arm B (32) are respectively rotatably hinged on the two ends of the transverse claw beam (2);
the sliding sleeve A (33) is provided with a truss girder (46), and the truss girder (46) is provided with a photovoltaic pile inclination angle adjusting mechanism for adjusting the inclination angle of the photovoltaic pile (4) in the pile hole.
2. The mountain land photovoltaic pile foundation perpendicularity construction support device as claimed in claim 1, wherein: keep away from heel brace (1) but rotatory articulated on horizontal claw roof beam (2) tip have horizontal claw (21), are equipped with the through-hole on horizontal claw (21), and horizontal claw nail (22) are installed to the through-hole.
3. The mountain land photovoltaic pile foundation perpendicularity construction support device as claimed in claim 1, wherein: keep away from heel brace (1) purlin arm (3) tip bolt is installed spacing pin, and spacing pin is spacing to sliding sleeve A (33).
4. The mountain land photovoltaic pile foundation perpendicularity construction support device as claimed in claim 1, wherein: the bottom of the foot support (1) is hinged with a claw (11), a through hole is formed in the claw (11), and a claw nail (12) is installed in the through hole.
5. The mountain land photovoltaic pile foundation perpendicularity construction support device as claimed in claim 1, wherein: the foot support (1) is provided with a hinged seat (13), and the truss arms (3) and the transverse claw beams (2) are rotatably and hingedly arranged in the hinged seat (13) through pin shafts in an interval distribution mode.
6. The mountain photovoltaic pile foundation verticality construction support apparatus of claim 1, wherein the photovoltaic pile inclination adjustment mechanism comprises: a sliding sleeve B (45) which is sleeved on the truss girder (46) in a controllable sliding way;
a draw beam (41) fixed with the sliding sleeve B (45), wherein the draw beam (41) is rotatably hinged with a main adjuster (43);
the top of the main adjuster (43) is provided with a thread through hole, and an adjusting screw rod (44) is screwed in the thread through hole of the main adjuster (43); the adjusting screw (44) adjusts the distance between the tension beam (41) and the main adjuster (43);
and the pipe clamp (42) is fixed at the lower part of the main adjuster (43) and clamps the photovoltaic pile (4).
7. The mountain land photovoltaic pile foundation perpendicularity construction support device as claimed in claim 6, wherein: the pipe clamp (42) is in an open shape, and threaded through holes are formed in two side edges of the pipe clamp (42) and screwed with tightening bolts.
8. The mountain land photovoltaic pile foundation perpendicularity construction support device as claimed in claim 6, wherein: the sliding sleeve B (45) is sleeved on the truss girder (46) in a controllable sliding mode through a plum bolt (36).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223101320.5U CN218713006U (en) | 2022-11-22 | 2022-11-22 | Mountain region photovoltaic pile basis straightness construction support equipment that hangs down |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223101320.5U CN218713006U (en) | 2022-11-22 | 2022-11-22 | Mountain region photovoltaic pile basis straightness construction support equipment that hangs down |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218713006U true CN218713006U (en) | 2023-03-24 |
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ID=85624008
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223101320.5U Active CN218713006U (en) | 2022-11-22 | 2022-11-22 | Mountain region photovoltaic pile basis straightness construction support equipment that hangs down |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218713006U (en) |
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2022
- 2022-11-22 CN CN202223101320.5U patent/CN218713006U/en active Active
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