CN220868216U - Heliostat tubular pile positioning device - Google Patents

Heliostat tubular pile positioning device Download PDF

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Publication number
CN220868216U
CN220868216U CN202322390542.1U CN202322390542U CN220868216U CN 220868216 U CN220868216 U CN 220868216U CN 202322390542 U CN202322390542 U CN 202322390542U CN 220868216 U CN220868216 U CN 220868216U
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CN
China
Prior art keywords
positioning disk
positioning
adjusting
heliostat
rod
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Active
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CN202322390542.1U
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Chinese (zh)
Inventor
张胜芝
伊海龙
仝朝政
李万军
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Hengji Nengmai New Energy Technology Co ltd
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Hengji Nengmai New Energy Technology Co ltd
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Abstract

The application belongs to the technical field of heliostat pipe pile construction, and in particular relates to a heliostat pipe pile positioning device, which comprises a first positioning disk, a plurality of first adjusting rods, a second positioning disk, a plurality of second adjusting rods and a plurality of fixing rods, wherein one ends of the first adjusting rods are arranged at the outer edge of the first positioning disk at intervals, and the other ends of the first adjusting rods are respectively fixedly provided with one fixing rod; the second positioning disk is positioned under the first positioning disk, one ends of the second adjusting rods are arranged at intervals on the outer edge of the second positioning disk, and the other ends of the second adjusting rods are respectively fixed on one first adjusting rod; the horizontal projection of the plurality of first adjusting rods overlaps with the horizontal projection of the plurality of second adjusting rods. Compared with the prior art, the high-precision metal level can be leveled by adjusting the screw rod of the vertical support and the perpendicularity fixing adjusting rod, so that the man-hour of manually using the total station and the crane is reduced, and the waste of production cost is reduced.

Description

Heliostat tubular pile positioning device
Technical Field
The utility model belongs to the technical field of heliostat pipe pile construction, and particularly relates to a heliostat pipe pile positioning device.
Background
The heliostat pipe pile is equipment for supporting and fixing heliostats, and the heliostats are connected with the pipe pile through torque pipes and adjustable bases, so that the action adjustment of heliostat sun tracking can be realized. However, the plane position and the perpendicularity of the pipe pile completely influence the angle and the efficiency of the heliostat for reflecting light to the concentrating collector, so that the X, Y, Z coordinate construction error of the pipe pile is required to be not more than 10mm, and the perpendicularity is not more than 5mm. The high-precision requirement of the design brings great difficulty to the construction of nearly thirty thousand pipe piles, each pipe pile is manually operated by one crane and two total stations 12 during the planting test pile, and a great amount of time and labor are required for respectively adjusting the plane position and the verticality in the radial direction and the chord direction.
Disclosure of utility model
Aiming at the defects of the prior art, the utility model provides the heliostat pipe pile positioning device, wherein the position of X, Y directions of the heliostat pipe pile can be fixed by adjusting the first positioning disk to be in a horizontal posture, the perpendicularity of the pipe pile can be controlled within the design precision range by adjusting the second positioning disk to be in a horizontal posture, the condition that the perpendicularity does not meet the design requirement after the pile top coordinate meets the requirement is avoided, the leveling is performed by calibrating the level gauges on the first positioning disk and the second positioning disk, the determination of the coordinate position can be completed by only one total station, the problem that a plurality of total stations are required to be used for positioning in the traditional installation is solved, and the production cost is reduced.
In order to achieve the technical purpose, the utility model adopts the following technical scheme:
A heliostat tubular pile positioning device comprises a first positioning disc, a first adjusting rod, a second positioning disc, a second adjusting rod and a fixing rod; the first positioning disc and the second positioning disc are annular discs, central holes of the first positioning disc and the second positioning disc are used for penetrating through heliostat tubular piles, and a plurality of first adjusting rods, second adjusting rods and fixing rods are arranged;
One end of each of the first adjusting rods is arranged at the outer edge of the first positioning disc at intervals, and the other end of each of the first adjusting rods is fixedly provided with a fixing rod; the second positioning disk is positioned under the first positioning disk, one ends of the second adjusting rods are arranged at intervals on the outer edge of the second positioning disk, and the other ends of the second adjusting rods are respectively fixed on one first adjusting rod;
The length of the first adjusting rod is adjustable, and the first adjusting rod is used for adjusting the central hole of the first positioning disk to be in a horizontal posture and adjusting the height of the first positioning disk; the length of the second adjusting rod is adjustable, and the central hole of the second adjusting rod is used for adjusting the horizontal posture of the second positioning disc and adjusting the height of the second positioning disc, and when the second positioning disc is horizontal, the perpendicularity of the heliostat tubular pile is fixed.
Further, the first adjusting rod comprises a first screw rod and a first sleeve rod; the first sleeve rod is two hollow pipes with internal threads, the internal threads of the two hollow pipes of the first sleeve rod are opposite in rotation direction, and two ends of the first screw rod are respectively in threaded connection with the two hollow pipes of the first sleeve rod;
The second adjusting lever has the same structure as the first adjusting lever.
Further, the first screw is rotated clockwise or anticlockwise, so that the first screw drives the two hollow pipes of the first sleeve rod to be close to or far away from each other, and the whole length of the first adjusting rod is adjusted.
Further, the spirit level is all installed to the top surface of first positioning disk and second positioning disk, and the centre bore that the spirit level was used for calibrating first positioning disk and second positioning disk is the horizontal gesture, and the upper surface of first positioning disk and second positioning disk is seted up flutedly, and the spirit level is installed in the recess.
Further, the first positioning disk and the second positioning disk are annular disks formed by splicing two annular semicircles, and the two annular semicircles are fixed through bolts.
Further, the first positioning disk and the second positioning disk are parallel to each other, and the central hole axes of the first positioning disk and the second positioning disk are collinear;
The diameters of the central holes of the first positioning disk and the second positioning disk are 1-2mm larger than the diameter of the heliostat tubular pile.
Further, the horizontal projections of the plurality of first adjustment bars overlap with the horizontal projections of the plurality of second adjustment bars.
Further, the first adjusting rod, the second adjusting rod and the fixing rod are all three; one end of each of the three first adjusting rods is arranged at the outer edge of the first positioning disk at an interval of 120 degrees, and one end of each of the three second adjusting rods is arranged at the outer edge of the second positioning disk at an interval of 120 degrees.
Further, the first adjusting rod is hinged with the first positioning disc, the second adjusting rod and the fixing rod, and the second adjusting rod is hinged with the second positioning disc.
Further, the fixed rod is fixed with the construction ground of the heliostat pipe pile.
According to the technical scheme, compared with the prior art, the utility model has the following advantages:
According to the utility model, the first positioning disc is adjusted to be in a horizontal posture, the X, Y-direction position of the heliostat tubular pile can be fixed, the second positioning disc is adjusted to be in a horizontal posture, the perpendicularity of the tubular pile can be controlled within the design precision range, the condition that the perpendicularity of the tubular pile does not meet the design requirement after the pile top coordinates meet the requirement is avoided, the leveling is performed through the leveling instrument calibration on the first positioning disc and the second positioning disc, the high-precision metal level can be leveled through adjusting the screw rod of the vertical bracket and the perpendicularity fixing adjusting rod, so that the man-hour of using a total station and a crane manually is reduced, the waste of production cost is reduced, and the problem that the production cost is increased due to the fact that the traditional construction method is high in labor use, long in mechanical time and difficult in precision is solved;
Second, in a preferred implementation manner, the diameters of the central holes of the first positioning disk and the second positioning disk are 1-2mm larger than the diameter of the heliostat pipe pile, so that the vertical precision of the heliostat pipe pile can be effectively restrained.
Drawings
FIG. 1 is a perspective view of a heliostat tube stake positioning device of the utility model;
FIG. 2 is a front view of a heliostat tube stake positioning device of the utility model;
FIG. 3 is a side cross-sectional view of a heliostat tube stake positioning device of the utility model;
fig. 4 is a top cross-sectional view of the heliostat tube stake positioning device of the utility model.
Wherein, 1-a first positioning disc; 2-a first adjusting rod; 20-a first screw; 21-a first loop bar; 3-a second positioning disk; 4-a second adjusting rod; 40-a second screw; 41-a second loop bar; 5-fixing rod.
Detailed Description
In order to make the technical scheme of the present utility model better understood by those skilled in the art, the present utility model will be further described in detail with reference to the accompanying drawings and examples.
The terms of directions such as up, down, left, right, front and rear in the present document are established based on the positional relationship shown in the drawings. The drawings are different, and the corresponding positional relationship may be changed, so that the scope of protection cannot be understood.
In the present application, the terms "mounted," "connected," "fixed," and the like are to be construed broadly, and may be, for example, fixedly connected or detachably connected, integrally connected or mechanically connected, electrically connected or communicable with each other, directly connected or indirectly connected through an intermediate medium, or communicated between two components, or an interaction relationship between two components. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art according to the specific circumstances.
Example 1:
Referring to fig. 1-2 of the specification, a heliostat pipe pile positioning device comprises a first positioning disk 1, a first adjusting rod 2, a second positioning disk 3, a second adjusting rod 4 and a fixing rod 5.
The first positioning disk 1 and the second positioning disk 3 are annular disks, and three lugs are arranged on the outer edges of the first positioning disk 1 and the second positioning disk 3 at intervals of 120 degrees by taking the respective circle centers as the centers. The first adjusting rod 2, the second adjusting rod 4 and the fixing rod 5 are all provided with three, one ends of the three first adjusting rods 2 are respectively connected with three lugs of the first positioning disk 1, the other ends of the three first adjusting rods 2 are respectively connected with one fixing rod 5, and the fixing rods 5 are fixed with the construction ground of the heliostat pipe pile.
One lug is arranged on each first adjusting rod 2 and near the area where the fixing rod 5 is arranged, one end of each third second adjusting rod 4 is respectively connected with the lugs of the first adjusting rods 2, and the other ends of each third second adjusting rod 4 are respectively connected with the three lugs of the second positioning disc 3. The horizontal projection angles of the three first adjusting rods 2 overlap with the horizontal projection angles of the three second adjusting rods 4 and are distributed at 120 ° intervals.
Preferably, the first adjusting rod 2 is hinged to the first positioning disc 1, the second adjusting rod 4 and the fixed rod 5, and the second adjusting rod 4 is hinged to the second positioning disc 3, so that the first adjusting rod 2 and the second adjusting rod 4 can conveniently rotate along the hinge shaft to adjust the horizontal postures of the first positioning disc 1 and the second positioning disc 3.
The second positioning disk 3 is located the below of first positioning disk 1, and the spirit level is all installed to the top surface of first positioning disk 1 and second positioning disk 3, conveniently detects the centre bore of first positioning disk 1 and second positioning disk 3 through the spirit level and be the horizontal gesture, the simple operation reduces the use to the total powerstation.
The first adjusting rod 2 and the second adjusting rod 4 have rod length adjusting structures, the central hole of the first positioning disk 1 can be adjusted to be in a horizontal posture and the height of the first positioning disk 1 can be adjusted by adjusting the lengths of the three first adjusting rods 2, and the central hole of the second positioning disk 3 can be adjusted to be in a horizontal posture and the height of the second positioning disk 3 can be adjusted by adjusting the lengths of the three second adjusting rods 4.
Because the horizontal projection angles of the three first adjusting rods 2 are overlapped with the horizontal projection angles of the three second adjusting rods 4, when the central annular surfaces of the first positioning disk 1 and the second positioning disk 3 are parallel to each other, the second positioning disk 3 is positioned right below the first positioning disk 1, and the horizontal projection of the first positioning disk 1 is overlapped with the horizontal projection of the second positioning disk 3, so that the centers of the first positioning disk 1 and the second positioning disk 3 are coaxial, and the heliostat pipe pile can be ensured to be in a vertical posture through the central holes of the first positioning disk 1 and the second positioning disk 3.
In a preferred implementation, referring to fig. 3-4 of the drawings, the first adjustment rod 2 comprises a first screw 20 and a first set rod 21, and the second adjustment rod 4 comprises a second screw 40 and a second set rod 41.
The first and second loop bars 21, 41 are two hollow tubes with internal threads. The internal threads of the two hollow pipes of the first sleeve rod 21 are opposite in rotation direction, two ends of the first screw rod 20 are respectively in threaded connection with the two hollow pipes of the first sleeve rod 21, and the first screw rod 20 drives the two hollow pipes of the first sleeve rod 21 to be close to or far away from each other by rotating the first screw rod 20 clockwise or anticlockwise, so that the whole length of the first adjusting rod 2 is adjusted.
The second adjusting rod 4 has the same structure as the first adjusting rod 2, two ends of the second screw rod 40 are respectively in threaded connection with two hollow tubes of the second sleeve rod 41, and the second screw rod 40 drives the two hollow tubes of the second sleeve rod 41 to be close to or far away from each other by rotating the second screw rod 40 clockwise or anticlockwise, so that the whole length of the second adjusting rod 4 is adjusted.
Preferably, the adjustable length of the first adjusting lever 2 is 400mm and the adjustable length of the second adjusting lever 4 is 300mm.
In a preferred implementation, the upper surfaces of the first positioning plate 1 and the second positioning plate 3 are provided with grooves for embedded mounting of the level.
Preferably, the diameter of the groove is 26mm and the depth of the groove is 3mm.
Preferably, the level gauges mounted on the first positioning plate 1 and the second positioning plate 3 are high-precision metal level gauges.
Example 2:
The embodiment includes the whole structure of embodiment 1 to first positioning disk 1 and second positioning disk 3 are by the annular disc of two annular semicircle concatenation constitution, and two annular semicircle pass through the bolt fastening, and the heliostat tubular pile of being convenient for is fixed in the pit after being installed, through dismantling the installation bolt of two annular semicircle of first positioning disk 1 and second positioning disk 3, splits heliostat tubular pile positioner into two parts, is convenient for dismantle from heliostat tubular pile periphery.
Preferably, the diameters of the central holes of the first positioning disc 1 and the second positioning disc 3 are larger than 1-2mm of the diameter of the heliostat pipe pile, so that the heliostat pipe pile can be effectively controlled to be vertical precision, and the heliostat pipe pile is ensured to be installed in place. For example, the diameter of the heliostat pipe pile is 300mm, and the diameter of the central holes of the first positioning disk 1 and the second positioning disk 3 is 302mm.
The heliostat pipe pile positioning device comprises the following steps:
Step 1: firstly, the pile position of the heliostat pipe pile needs to be measured and lofted during construction, a pit is punched in the ground by 2500mm through a ground drilling machine, and the aperture of the pit is 600mm.
Step 2: and taking the center of the pit as the center of a circle by using a total station, taking 850mm as the radius, selecting three coordinate points to the periphery of the pit, wherein the included angle between the connecting lines of the three coordinate points to the center of the circle is 120 degrees, and hammering the three fixing rods 5 into the soil layers of the three coordinate points.
Step 3: the two annular semicircles of the first positioning disk 1 are installed in a butt joint mode through bolts, the first screw rods 20 of the three first adjusting rods 2 are adjusted, when the air bubble in the level of the first positioning disk 1 is observed to be positioned in the middle of the level, the center hole of the first positioning disk 1 is in a horizontal posture, and when the horizontal posture of the first positioning disk 1 is adjusted, the center hole circle center of the first positioning disk 1 is overlapped with the pit circle center by using the same total station in the step 2, so that the center hole circle center of the first positioning disk 1 and the pit circle center are coaxial.
Step 4: two annular semicircles of the second positioning disk 3 are installed in a butt joint mode through bolts, second screws 40 of three second adjusting rods 4 are adjusted, when air bubbles in a level of the second positioning disk 3 are located in the middle of the level, a central hole of the second positioning disk 3 is in a horizontal posture, the second positioning disk 3 is located right below the first positioning disk 1, at the moment, circle centers of the first positioning disk 1 and the second positioning disk 3 are overlapped on a horizontal projection plane, the diameters of central holes of the first positioning disk 1 and the second positioning disk 3 are 302mm, and a gap from the edges of the central holes of the first positioning disk 1 and the second positioning disk 3 to the edges of deep pits is 148mm.
Step 5: and (3) sequentially penetrating the tubular pile with the diameter of 300mm through the central holes of the first positioning disc 1 and the second positioning disc 3 by using lifting equipment, and removing the heliostat tubular pile positioning device when the fixing strength of the tubular pile reaches 50%, wherein the gap between the outer wall of the tubular pile and the inner wall of the pit is 150mm, and concrete is poured around the tubular pile.
Step 6: when the heliostat pipe pile positioning device is dismounted, the construction and the installation of the heliostat pipe pile are completed by dismounting the bolts for fixing the two annular semicircles of the first positioning disk 1 and the bolts for fixing the two annular semicircles of the second positioning disk 3, and pulling out the three fixing rods 5 from the soil layer.
Based on the methods of the heliostat tube stake positioning device of embodiments 1-2 and the utility model described above in heliostat tube stake construction, those skilled in the art will appreciate that the number of first adjustment bars 2, second adjustment bars 4 and fixed bars 5 is the same and the number can be adjusted as desired. For example, the first adjusting rods 2, the second adjusting rods 4 and the fixing rods 5 are four, the four first adjusting rods 2 are distributed at the outer edge of the first positioning disk 1 at intervals of 90 degrees, the four second adjusting rods 4 are distributed at the outer edge of the second positioning disk 3 at intervals of 90 degrees, meanwhile, the horizontal projections of the four first adjusting rods 2 and the four second adjusting rods 4 are overlapped, and the four fixing rods 5 are respectively arranged at the bottom of each first adjusting rod 2. When the heliostat pipe pile positioning device of the structure is used for heliostat pipe pile construction, the center of a pit is required to be taken as the center of a circle by a total station, 850mm is required to be taken as the radius, four coordinate points are selected to the periphery of the pit, the included angle between connecting lines from the four coordinate points to the center of the circle is 90 degrees, and four fixing rods 5 are respectively hammered into soil layers of the four coordinate points. The rest of the construction method was the same as that adopted for the structure described in example 1-2.
According to the heliostat tubular pile positioning device disclosed by the utility model, the structure that the number of the first adjusting rods 2, the second adjusting rods 4 and the fixing rods 5 is three in the attached drawing 1 of the specification is preferred, because the structure stability of the heliostat tubular pile positioning device formed by the three first adjusting rods 2, the three second adjusting rods 4 and the three fixing rods 5 is higher, and meanwhile, the adjustment of the first positioning disc 1 and the second positioning disc 3 to be in the horizontal postures is more convenient and rapid, and the process efficiency is higher. Because the first positioning disk 1 and the second positioning disk 3 are annular disks formed by splicing two annular semicircles, when the number of the first adjusting rod 2, the second adjusting rod 4 and the fixed rod 5 is more than three, the number of the first adjusting rod 2, the second adjusting rod 4 and the fixed rod 5 is preferably an integral multiple of 2 or an integral multiple of 3, so that the two annular semicircles of the first positioning disk 1 and the second positioning disk 3 can be distributed to the first adjusting rod 2 and the second adjusting rod 4 which are identical in number and symmetrically distributed, and the horizontal postures of the first positioning disk 1 and the second positioning disk 3 can be conveniently adjusted.
According to the heliostat pipe pile positioning device, the first positioning disc 1 is adjusted to be in a horizontal posture, the X, Y-direction position of the heliostat pipe pile can be fixed, the second positioning disc 3 is adjusted to be in a horizontal posture, the perpendicularity of the pipe pile can be controlled within the design precision range, the condition that the perpendicularity does not meet the design requirement after the pile top coordinate meets the requirement is avoided, the leveling is performed through the leveling instrument calibration on the first positioning disc 1 and the second positioning disc 3, the determination of the coordinate position can be completed through only one total station, the problem that a plurality of total stations are required to be used for positioning in traditional installation is solved, and the production cost is reduced.
The foregoing is merely exemplary embodiments of the present application, and specific structures and features that are well known in the art are not described in detail herein. It will be evident to those skilled in the art that the application is not limited to the details of the foregoing illustrative embodiments, and that the present application may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the application being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (10)

1. The heliostat pipe pile positioning device is characterized by comprising a first positioning disc (1), a first adjusting rod (2), a second positioning disc (3), a second adjusting rod (4) and a fixed rod (5); the first positioning disk (1) and the second positioning disk (3) are annular disks, central holes of the first positioning disk (1) and the second positioning disk (3) are used for penetrating through heliostat pipe piles, and a plurality of first adjusting rods (2), second adjusting rods (4) and fixing rods (5) are arranged;
One ends of a plurality of first adjusting rods (2) are arranged at intervals on the outer edge of the first positioning disc (1), and the other ends of the first adjusting rods are fixedly provided with a fixed rod (5) respectively; the second positioning disk (3) is positioned under the first positioning disk (1), one ends of a plurality of second adjusting rods (4) are arranged at intervals on the outer edge of the second positioning disk (3), and the other ends of the second adjusting rods are respectively fixed on one first adjusting rod (2);
The length of the first adjusting rod (2) is adjustable, and the first adjusting rod is used for adjusting the horizontal posture of the central hole of the first positioning disc (1) and adjusting the height of the first positioning disc (1); the length of the second adjusting rod (4) is adjustable, and the second adjusting rod is used for adjusting the horizontal posture of a central hole of the second positioning disk (3) and adjusting the height of the second positioning disk (3), and when the second positioning disk (3) is horizontal, the perpendicularity of the heliostat pipe pile is fixed.
2. The heliostat tube stake positioning device of claim 1, characterized in that the first adjustment bar (2) comprises a first screw (20) and a first sleeve bar (21); the first sleeve rod (21) is two hollow pipes with internal threads, the internal threads of the two hollow pipes of the first sleeve rod (21) are opposite in rotation direction, and two ends of the first screw rod (20) are respectively in threaded connection with the two hollow pipes of the first sleeve rod (21);
The second adjusting rod (4) has the same structure as the first adjusting rod (2).
3. The heliostat pipe pile positioning device according to claim 2, wherein the first screw (20) is rotated clockwise or counterclockwise so that the first screw (20) drives the two hollow pipes of the first sleeve rod (21) to approach or separate from each other, thereby adjusting the overall length of the first adjusting rod (2).
4. The heliostat pipe pile positioning device according to claim 1, wherein the top surfaces of the first positioning disk (1) and the second positioning disk (3) are respectively provided with a level gauge, the level gauges are used for calibrating the central holes of the first positioning disk (1) and the second positioning disk (3) to be in a horizontal posture, grooves are formed in the upper surfaces of the first positioning disk (1) and the second positioning disk (3), and the level gauges are arranged in the grooves.
5. The heliostat tubular pile positioning device according to claim 1, wherein the first positioning disk (1) and the second positioning disk (3) are annular disks formed by splicing two annular semicircles, and the two annular semicircles are fixed through bolts.
6. The heliostat tube stake positioning device of claim 1, wherein the first positioning disk (1) and the second positioning disk (3) are parallel to each other, and the central hole axes of the first positioning disk (1) and the second positioning disk (3) are collinear;
The diameters of the central holes of the first positioning disk (1) and the second positioning disk (3) are 1-2mm larger than the diameter of the heliostat tubular pile.
7. Heliostat tube stake positioning device according to claim 1, characterized in that the horizontal projections of the first plurality of adjustment bars (2) overlap with the horizontal projections of the second plurality of adjustment bars (4).
8. The heliostat tubular pile positioning device according to claim 1, wherein the first adjusting rod (2), the second adjusting rod (4) and the fixing rod (5) are all three; one end of each of the three first adjusting rods (2) is arranged at the outer edge of the first positioning disc (1) at an interval of 120 degrees, and one end of each of the three second adjusting rods (4) is arranged at the outer edge of the second positioning disc (3) at an interval of 120 degrees.
9. The heliostat tubular pile positioning device according to claim 1, wherein the first adjusting rod (2) is hinged to the first positioning plate (1), the second adjusting rod (4) and the fixed rod (5), and the second adjusting rod (4) is hinged to the second positioning plate (3).
10. Heliostat tube stake positioning device according to claim 1, characterized in that the fixing bar (5) is fixed to the construction ground of the heliostat tube stake.
CN202322390542.1U 2023-09-04 2023-09-04 Heliostat tubular pile positioning device Active CN220868216U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322390542.1U CN220868216U (en) 2023-09-04 2023-09-04 Heliostat tubular pile positioning device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322390542.1U CN220868216U (en) 2023-09-04 2023-09-04 Heliostat tubular pile positioning device

Publications (1)

Publication Number Publication Date
CN220868216U true CN220868216U (en) 2024-04-30

Family

ID=90812782

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322390542.1U Active CN220868216U (en) 2023-09-04 2023-09-04 Heliostat tubular pile positioning device

Country Status (1)

Country Link
CN (1) CN220868216U (en)

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