CN210597285U - Construction device for ground photovoltaic upright post cast-in-place reinforced concrete pile - Google Patents
Construction device for ground photovoltaic upright post cast-in-place reinforced concrete pile Download PDFInfo
- Publication number
- CN210597285U CN210597285U CN201921076588.3U CN201921076588U CN210597285U CN 210597285 U CN210597285 U CN 210597285U CN 201921076588 U CN201921076588 U CN 201921076588U CN 210597285 U CN210597285 U CN 210597285U
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- Prior art keywords
- connecting rod
- support leg
- upper support
- support legs
- connecting sleeve
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- Expired - Fee Related
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 17
- 229910052751 metal Inorganic materials 0.000 claims abstract description 4
- 239000002184 metal Substances 0.000 claims abstract description 4
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 9
- 239000008397 galvanized steel Substances 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 claims description 7
- 239000003381 stabilizer Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 210000001503 joint Anatomy 0.000 claims 1
- 238000003825 pressing Methods 0.000 abstract description 3
- 239000004567 concrete Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 210000005069 ears Anatomy 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Classifications
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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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- Foundations (AREA)
Abstract
The utility model discloses a ground photovoltaic stand cast-in-place reinforced concrete pile construction device, including two stand moulds, two hoops, three adjustable support legs and three connecting rods, the stand mould is a semicircular template formed by pressing a metal plate, the two stand moulds are mutually butted to form a hollow cylindrical template, the outer surface of each hoop is respectively fixedly connected with three connecting plates which are evenly distributed, the hoops respectively arranged up and down of the two hoops are respectively arranged on the outer surfaces of the two stand moulds which are mutually butted, the adjustable support legs comprise upper support legs and lower support legs connected with the bottom ends of the upper support legs, the outer surface of the upper support legs is connected with a connecting sleeve and a connecting sleeve connecting plate connected on the connecting sleeve, the upper ends of the upper support legs are respectively hinged with the connecting plates on the outer surfaces of the hoops positioned on the upper sides of the stand moulds, the inner side end parts, the outer ends of the three connecting rods are respectively hinged with the connecting sleeve connecting plates on the outer surfaces of the upper support legs of the three adjustable support legs.
Description
Technical Field
The utility model relates to a construction technical field, in particular to cast-in-place reinforced concrete pile construction equipment of ground photovoltaic stand.
Background
When the ground photovoltaic project is built on hard soil, the support column foundation is usually a cast-in-place reinforced concrete pile foundation with the specification of phi 300mm and the exposed ground height of 500 plus 800mm, the structural concrete steel bar consumption is small, the excavation amount is small, the construction cost is low, the damage to the original vegetation is small, and therefore more and more ground photovoltaic projects adopt the foundation. The existing construction method of the cast-in-situ miniature short pile foundation adopts a wood template to support a formwork, and square wood and a scaffold are used for fixing the formwork. The technology has the following defects: (1) the material consumption is large, the device is large in size, heavy and easy to damage, and a rainproof protection measure needs to be made; (2) the operation is complicated, much labor is consumed, and the construction cost is high; (3) the fastness is not strong, leads to the template to shift easily and runs the mould when concrete placement and vibration, can't guarantee the stand straightness that hangs down, easily produces the defective work.
Disclosure of Invention
The utility model aims at the defect that above-mentioned prior art exists, provide a portable, safe and reliable, repeatedly usable's ground photovoltaic stand cast-in-place reinforced concrete pile construction equipment of operation.
The utility model discloses a realize that the technical scheme that above-mentioned purpose adopted is: a construction device for a ground photovoltaic upright post cast-in-situ reinforced concrete pile comprises two upright post molds, two hoops, three adjustable support legs and three connecting rods, wherein each upright post mold is a semicircular template formed by pressing a metal plate, the two upright post molds are mutually butted to form a hollow cylindrical template, each hoop is a circular hoop formed by bending a steel plate, the outer surface of each hoop is respectively and fixedly connected with three connecting plates, the intervals between the adjacent connecting plates are the same, the two hoops are respectively and vertically arranged and hooped on the outer surfaces of the two upright post molds which are mutually butted, each adjustable support leg comprises an upper support leg and a lower support leg connected at the bottom end of the upper support leg, the outer surface of the upper support leg is connected with a connecting sleeve and a connecting sleeve connecting plate connected on the connecting sleeve, the upper ends of the upper support legs of the three adjustable support legs are respectively hinged with the, the inner side ends of the three connecting rods are respectively hinged with the connecting plates positioned on the outer surfaces of the hoops on the lower side of the stand column die, and the outer side ends of the three connecting rods are respectively hinged with the connecting plates of the connecting sleeves on the outer surfaces of the support legs on the three adjustable support legs.
The utility model discloses a further technical scheme is: the upper support leg and the lower support leg of the adjustable support leg are respectively made of galvanized steel pipes, the pipe diameter of the upper support leg is larger than that of the lower support leg, a positioning hole is formed in the pipe wall of the position, close to the bottom end, of the upper support leg, a nut is welded to the outer surface of the positioning hole, a screw hole of the nut corresponds to the positioning hole, the upper end of the lower support leg penetrates into the bottom end of the upper support leg, and the nut penetrating through the bottom end of the upper support leg is used for fixing the support leg.
The utility model discloses a further technical scheme is: the connecting sleeve is a galvanized steel pipe, a positioning hole is formed in the pipe wall of the connecting sleeve, a nut is welded on the outer surface of the positioning hole, a screw hole of the nut corresponds to the positioning hole, and a nut penetrating through the surface of the upper connecting sleeve by using a connecting sleeve positioning bolt can position the relative position of the connecting sleeve and the upper support leg.
The utility model discloses a further technical scheme is: the connecting rod includes interconnect's in-connection pole and outer joint pole, in-connection pole and outer joint pole are the galvanized steel pipe respectively, and the pipe diameter of outer joint pole is greater than the pipe diameter of in-connection pole, in the in-connection pole outer end penetrates the hole of outer joint pole, in-connection pole medial extremity is articulated with the connecting plate that is located the staple bolt surface of stand mould downside, outer joint pole lateral extremity is articulated with the connecting tube connecting plate of leg surface on the adjustable stabilizer blade, the inboard pipe wall of leaning on the tip of outer joint pole is equipped with the locating hole, the outer surface welding of locating hole has the nut, the screw and the locating hole of nut are corresponding, the relative position of outer joint pole and in-connection pole can be fixed.
The utility model discloses cast-in-place reinforced concrete pile construction equipment of ground photovoltaic stand has following beneficial effect:
1. good economical efficiency: the utility model discloses simple structure, the cost of manufacture is low, and it is convenient to remove, easy operation, and the consumptive material is few, belongs to the instrumentization pattern, but reuse, and the material life-span does not receive external weather effect.
2. The installation quality is good: the utility model discloses with instrument formula installation aluminum mould board, the fastness is strong, and the influence of scouring force when not receiving concrete placement has effectively avoided running the mould phenomenon, pours the back pile foundation outward appearance simultaneously and levels smoothly.
3. The applicability is strong: the utility model discloses can adjust fixedly according to different topography condition, ensure that the construction rear column is vertical state, guarantee the straightness that hangs down of stand.
The following description is further made on the ground photovoltaic upright post cast-in-place reinforced concrete pile construction device of the utility model by combining the accompanying drawings and an embodiment.
Drawings
Fig. 1 is a front view of the ground photovoltaic upright post cast-in-place reinforced concrete pile construction device of the utility model;
fig. 2 is a side view of the ground photovoltaic upright post cast-in-place reinforced concrete pile construction device of the utility model;
fig. 3 is a top view of the ground photovoltaic upright post cast-in-place reinforced concrete pile construction device of the utility model;
FIG. 4 is a schematic view of the connection of the upper leg, the connection sleeve connection plate and the outer connection rod;
FIG. 5 is a schematic view of the connection of the upper leg of the adjustable leg to the lower leg or inner and outer connecting rods of the connecting rod;
FIG. 6 is a schematic view of the connection between the anchor ear and the upper leg of the adjustable leg or the inner connecting rod of the connecting rod;
the reference numbers illustrate: 1-column mould, 2-hoop I, 3-connecting plate, 4-adjustable support leg, 5-connecting sleeve, 6-hoop II, 7-connecting rod, 8-connecting sleeve connecting plate, 9-connecting rod positioning bolt, 10-upper support leg, 11-lower support leg, 12-connecting sleeve positioning bolt, 13-support leg fixing bolt, 14-connecting bolt, 15-inner connecting rod, 16-outer connecting rod and 17-hoop.
Detailed Description
As shown in fig. 1 to 6, the utility model discloses ground photovoltaic stand cast-in-place reinforced concrete pile construction equipment, including two stand moulds 1, two staple bolts 17, three adjustable stabilizer blades 4, three connecting rods 7.
The upright column mould 1 is a semicircular template formed by pressing a metal plate, and the two upright column moulds 1 are mutually butted to form a hollow cylindrical template. The hoop 17 is a circular arc-shaped hoop formed by bending a steel plate, three connecting plates 3 are fixedly connected to the outer surface of each hoop 17 respectively, and the distance between every two adjacent connecting plates 3 is the same. The two anchor ears 17 are respectively arranged up and down and hooped on the outer surfaces of the two column molds 1 which are mutually butted.
The adjustable support leg 4 comprises an upper support leg 10 and a lower support leg 11 connected to the bottom end of the upper support leg 10, the upper support leg 10 and the lower support leg 11 of the adjustable support leg 4 are respectively a galvanized steel pipe, and the pipe diameter of the upper support leg 10 is larger than that of the lower support leg 11. The pipe wall of the upper support leg 10 near the bottom end is provided with a positioning hole, the outer surface of the positioning hole is welded with a nut, and a screw hole of the nut corresponds to the positioning hole. The upper end of the lower leg 11 penetrates the bottom end of the upper leg 10, and the relative positions of the upper leg 10 and the lower leg 11 can be positioned by a nut penetrating the bottom end of the upper leg 10 by a leg fixing bolt 13. The upper ends of the upper support legs 10 of the three adjustable support legs 4 are respectively hinged with the connecting plate 3 on the outer surface of the hoop (namely the hoop I) on the upper side of the upright column die 1, the specific connection mode is as shown in fig. 6, the upper ends of the upper support legs 10 are flattened and provided with bolt holes, the connecting plate 3 is also provided with bolt holes, and the connecting bolts 14 penetrate through the two corresponding bolt holes to hinge the upper ends of the upper support legs 10 with the connecting plate 3. The outer surface of the upper support leg 10 is connected with a connecting sleeve 5 and a connecting sleeve connecting plate 8 connected to the connecting sleeve 5. The connecting sleeve 5 is a galvanized steel pipe, a positioning hole is formed in the pipe wall of the connecting sleeve 5, a nut is welded on the outer surface of the positioning hole, a screw hole of the nut corresponds to the positioning hole, and the relative position of the connecting sleeve 5 and the upper support 10 can be located by using a connecting sleeve positioning bolt 12 to penetrate through the nut on the surface of the upper connecting sleeve 5. The connecting sleeve connecting plate 8 is fixedly connected to the surface of the connecting sleeve 5.
The inner ends of the three connecting rods 7 are respectively hinged with the connecting plates 3 positioned on the outer surfaces of the hoops (namely the hoops II 6) on the lower side of the upright post mould 1, and the outer ends of the three connecting rods 7 are respectively hinged with the connecting sleeve connecting plates 8 positioned on the outer surfaces of the upper support legs 10 of the three adjustable support legs 4. In the present embodiment, the connecting rod 7 includes an inner connecting rod 15 and an outer connecting rod 16 connected to each other, the inner connecting rod 15 and the outer connecting rod 16 are galvanized steel pipes, and the pipe diameter of the outer connecting rod 16 is larger than that of the inner connecting rod 15. The pipe wall of the inner side of the outer connecting rod 16 close to the end part is provided with a positioning hole, the outer surface of the positioning hole is welded with a nut, the screw hole of the nut corresponds to the positioning hole, the outer end of the inner connecting rod 15 penetrates into the inner hole of the outer connecting rod 16, and the relative position of the outer connecting rod 16 and the inner connecting rod 15 can be positioned by the nut of the connecting rod positioning bolt 9 penetrating through the outer connecting rod 16. The inner end of the inner connecting rod 15 is hinged to the connecting plate 3 located on the outer surface of the hoop (i.e., the hoop ii 6) on the lower side of the column mold 1, the specific connection mode is as shown in fig. 6, the inner end of the inner connecting rod 15 is flattened and is provided with bolt holes, the connecting plate 3 is also provided with bolt holes, and the connecting bolt 14 penetrates through two corresponding bolt holes to hinge the inner end of the inner connecting rod 15 and the connecting plate 3. The outer end of the outer connecting rod 16 is hinged with the connecting sleeve connecting plate 8 on the outer surface of the upper leg 10 of the adjustable leg 4.
During construction, the lengths of the adjustable support legs 4 and the connecting rods 7 are adjusted through the support leg positioning bolts 13 and the connecting rod positioning bolts 9 respectively according to site terrain conditions, the angles of the adjustable support legs 4 and the connecting rods 7 are adjusted through the tightness of the connecting bolts 14 and the connecting sleeve positioning bolts 12, the whole device is in a firm state, the verticality of the stand column die 1 is ensured, the angle between the adjustable support legs 4 and the stand column die 1 is 45-55 degrees generally, and the device can reach the firm state. Then pouring concrete into the upright post mould 1, and dismantling the upright post mould 1 after the concrete is primarily condensed and two anchor ears are removed.
The above embodiments are only preferred embodiments of the present invention, the structure of the present invention is not limited to the forms illustrated in the above embodiments, and any modifications, equivalent substitutions and the like made within the spirit and principle of the present invention should be included within the scope of the present invention.
Claims (4)
1. The utility model provides a cast-in-place reinforced concrete pile construction equipment of ground photovoltaic stand, a serial communication port, including two stand moulds (1), two staple bolts (17), three adjustable stabilizer blades (4), three connecting rods (7), stand mould (1) is the semi-circular template of being suppressed by the metal sheet and forming, two stand moulds (1) dock each other and form hollow cylindrical formwork, staple bolt (17) are by steel sheet bending formation convex staple bolt (17), each staple bolt (17) surface is three connecting plates of fixedly connected with (3) respectively, interval between adjacent connecting plate (3) is the same, hoop that two staple bolts (17) were arranged respectively from top to bottom is at two stand moulds (1) surfaces of mutual butt joint, adjustable stabilizer blade (4) include stabilizer blade (10) and connect lower stabilizer blade (11) in last stabilizer blade (10) bottom, it is connected with connecting sleeve (5) and connects connecting sleeve connecting plate (5) to go up foot (10) surface, it connects connecting sleeve connecting plate (5) on connecting sleeve (5) to go (8) The upper ends of upper support legs (10) of the three adjustable support legs (4) are respectively hinged with a connecting plate (3) located on the outer surface of a hoop on the upper side of the upright column mold (1), the inner side end parts of the three connecting rods (7) are respectively hinged with the connecting plate (3) located on the outer surface of the hoop on the lower side of the upright column mold (1), and the outer side end parts of the three connecting rods (7) are respectively hinged with connecting sleeve connecting plates (8) located on the outer surfaces of the upper support legs (10) of the three adjustable support legs (4).
2. The ground photovoltaic upright post cast-in-place reinforced concrete pile construction device as claimed in claim 1, wherein the upper support leg (10) and the lower support leg (11) of the adjustable support leg (4) are galvanized steel pipes respectively, the pipe diameter of the upper support leg (10) is larger than that of the lower support leg (11), a positioning hole is formed in the pipe wall of the upper support leg (10) close to the bottom end, a nut is welded to the outer surface of the positioning hole, a screw hole of the nut corresponds to the positioning hole, the bottom end of the upper support leg (10) penetrates through the upper end of the lower support leg (11), and the relative position of the upper support leg (10) and the lower support leg (11) can be located by the nut penetrating through the bottom end of the upper support leg (10.
3. The ground photovoltaic upright post cast-in-place reinforced concrete pile construction device as claimed in claim 1, wherein the connecting sleeve (5) is a galvanized steel pipe, the wall of the connecting sleeve (5) is provided with a positioning hole, a nut is welded on the outer surface of the positioning hole, the screw hole of the nut corresponds to the positioning hole, and the relative position of the connecting sleeve (5) and the upper supporting leg (10) can be positioned by a connecting sleeve positioning bolt (12) penetrating through the nut on the surface of the upper connecting sleeve (5).
4. The ground photovoltaic upright post cast-in-place reinforced concrete pile construction device as claimed in claim 1, wherein the connecting rod (7) comprises an inner connecting rod (15) and an outer connecting rod (16) which are connected with each other, the inner connecting rod (15) and the outer connecting rod (16) are galvanized steel pipes respectively, the pipe diameter of the outer connecting rod (16) is larger than that of the inner connecting rod (15), the outer end of the inner connecting rod (15) penetrates into the inner hole of the outer connecting rod (16), the inner end of the inner connecting rod (15) is hinged with the connecting plate (3) on the outer surface of the hoop on the lower side of the upright post mold (1), the outer end of the outer connecting rod (16) is hinged with the connecting sleeve connecting plate (8) on the outer surface of the upper support leg (10) of the adjustable support leg (4), the pipe wall on the inner side of the outer connecting rod (16) close to the end is, the relative position of the outer connecting rod (16) and the inner connecting rod (15) can be positioned by a connecting rod positioning bolt (9) penetrating through a nut of the outer connecting rod (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921076588.3U CN210597285U (en) | 2019-07-10 | 2019-07-10 | Construction device for ground photovoltaic upright post cast-in-place reinforced concrete pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921076588.3U CN210597285U (en) | 2019-07-10 | 2019-07-10 | Construction device for ground photovoltaic upright post cast-in-place reinforced concrete pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210597285U true CN210597285U (en) | 2020-05-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921076588.3U Expired - Fee Related CN210597285U (en) | 2019-07-10 | 2019-07-10 | Construction device for ground photovoltaic upright post cast-in-place reinforced concrete pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210597285U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113639596A (en) * | 2021-07-21 | 2021-11-12 | 北京科技大学 | System and method for testing bursting pressure and effect of carbon dioxide fracturing device |
-
2019
- 2019-07-10 CN CN201921076588.3U patent/CN210597285U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113639596A (en) * | 2021-07-21 | 2021-11-12 | 北京科技大学 | System and method for testing bursting pressure and effect of carbon dioxide fracturing device |
| CN113639596B (en) * | 2021-07-21 | 2022-11-01 | 北京科技大学 | System and method for testing bursting pressure and effect of carbon dioxide fracturing device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200522 |