CN209855344U - Skew prevention device for 10kV concrete pole - Google Patents
Skew prevention device for 10kV concrete pole Download PDFInfo
- Publication number
- CN209855344U CN209855344U CN201920259253.9U CN201920259253U CN209855344U CN 209855344 U CN209855344 U CN 209855344U CN 201920259253 U CN201920259253 U CN 201920259253U CN 209855344 U CN209855344 U CN 209855344U
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- concrete pole
- vertical rod
- rod
- montant
- tilting device
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Abstract
The utility model relates to a askew device is prevented to 10kV concrete pole, a plurality of support frame in concrete pole bottom periphery including the circumference equipartition, the support frame all includes the supporter of right angle triangle-shaped form, all be provided with the hoop board on the supporter, the adjacent end of hoop board of double-phase adjacent support frame all fastens through the fastener each other to form the staple bolt including holding tightly the concrete pole. The anti-tilting device for the 10kV concrete pole is simple in structure.
Description
Technical Field
The utility model relates to a askew device is prevented to 10kV concrete pole.
Background
Coastal areas are mostly soft waxy sandy soil geology, and potential safety hazards of pole (concrete pole) tilting and pole falling exist.
SUMMERY OF THE UTILITY MODEL
In view of the not enough of prior art, the utility model aims to solve the technical problem that a askew device is prevented to 10kV concrete pole is provided, not only simple structure, convenient high efficiency moreover.
In order to solve the technical problem, the technical scheme of the utility model is that: the utility model provides a 10kV concrete pole prevents askew device, includes a plurality of support frame of circumference equipartition in concrete pole bottom periphery, the support frame all includes the supporter of right triangle shape, all be provided with the hoop board on the supporter, the hoop board adjacent end of double-phase adjacent support frame all fastens each other through the fastener to form the staple bolt including holding the concrete pole tightly.
Preferably, the hoop plate is arc-shaped, two ends of the hoop plate are bent outwards to form connecting lugs, the fasteners are bolts and nuts, and through holes for the bolts to pass through are formed in the connecting lugs; the hoop plate is fixedly arranged at the top and the bottom of the supporting body.
Preferably, the supporter all includes montant, horizontal pole, down tube, and the right triangle structure is constituteed to montant, horizontal pole, down tube, the hoop board all sets firmly at the top and the bottom of montant.
Preferably, the bottom end of the vertical rod is in threaded connection with the inner end of the cross rod through a bolt and a nut, the top end of the vertical rod is hinged to the top end of the inclined rod, and the outer end of the cross rod is hinged to the bottom end of the inclined rod.
Preferably, the non-end part of the inclined rod is hinged with a middle connecting rod, and the inner end of the middle connecting rod is hinged with the non-end part of the vertical rod.
Preferably, the vertical rod consists of an upper vertical rod and a lower vertical rod, the top of the lower vertical rod is welded with a slot plate with the bottom of the upper vertical rod inserted in, and the upper vertical rod inserted in the slot plate is locked on the slot plate through a bolt and a nut.
Preferably, the upper vertical rod, the lower vertical rod, the slot board and the cross rod are all channel steel.
Preferably, the outer end face of the cross rod and the bottom face close to the outer end face are fixedly provided with support cushion plates, the adjacent edges of the two support cushion plates are fixedly integrated to form an L-shaped support structure, and the width of each support cushion plate is larger than that of the cross rod.
Compared with the prior art, the utility model discloses following beneficial effect has: this askew device is prevented to 10kV concrete pole's simple structure, a plurality of support frame circumference equipartition is in concrete pole bottom periphery during the use, and the base of supporter all supports on the ground, and the adjacent end of the hoop board of double-phase adjacent support frame all fastens each other through the fastener to form the staple bolt including embracing the concrete pole, right triangle's support frame can prevent that the concrete pole is crooked, the pole falls.
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Drawings
Fig. 1 is a top view of an embodiment of the present invention.
Fig. 2 is a top view of the support frame.
Fig. 3 is a first side view of the support frame.
Fig. 4 is a second side view of the support frame.
Detailed Description
In order to make the aforementioned and other features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below.
As shown in fig. 1 ~ 4, a skew device is prevented to 10kV concrete pole, includes a plurality of support frames 2 of circumference equipartition in concrete pole 1 bottom periphery, the support frame all includes the supporter of right triangle shape, all be provided with hoop board 3 on the supporter, the hoop board adjacent end of two adjacent support frames all fastens each other through the fastener to form the staple bolt that embraces the concrete pole tightly inside.
In the embodiment of the utility model, the hoop plate is arc-shaped, and both ends are bent outwards to fixedly arrange the connecting lug 4, the fasteners are bolts 5 and nuts 6, and the connecting lug is provided with through holes for the bolts to pass through; the hoop plate is fixedly arranged at the top and the bottom of the supporting body.
The embodiment of the utility model provides an in, the supporter all includes montant, horizontal pole 7, down tube 8, and the right angled triangle structure is constituteed to montant, horizontal pole, down tube, the hoop board all sets firmly the top and the bottom at the montant.
The embodiment of the utility model provides an in, the bottom of montant is through the inner threaded connection of bolt, nut and horizontal pole, the top of montant is articulated with the top of down tube, the outer end of horizontal pole is articulated with the bottom of down tube.
In the embodiment of the present invention, the non-end of the slanting rod is hinged to the middle connecting rod 9, and the inner end of the middle connecting rod is hinged to the non-end of the vertical rod.
In the embodiment of the present invention, the vertical rod is composed of an upper vertical rod 10 and a lower vertical rod 11, the top of the lower vertical rod is welded with a slot board 12 into which the bottom of the upper vertical rod is inserted, and the upper vertical rod inserted into the slot board is locked on the slot board through bolts and nuts; the upper vertical rod 10 and the lower vertical rod 11 are convenient to disassemble and assemble.
In the embodiment of the utility model, the upper vertical bar, the lower vertical bar, the slot plate and the cross bar are all channel steel; when the diagonal rod is hinged, the top ends of the diagonal rod and the upper vertical rod are provided with through holes and are connected through bolts and nuts which penetrate through the through holes, and the bolts and the nuts are not completely screwed so that the top end of the diagonal rod can swing around the bolts; the same is true of the hinged connection of the bottom end of the diagonal rod and the outer end part of the cross rod.
The embodiment of the utility model provides an in, go up the montant and the channel-section steel size of montant down the same, go up montant, the equal vertical setting of slotted board and notch all towards the centre of a circle side of concrete pole down, the interior width of slotted board equals with last montant, the outer width of lower montant, lower montant's top inserts the interior well lower part of slotted board and both welded fastening, goes up the interior well upper portion and both spiro union location that the bottom of montant inserted the slotted board.
The embodiment of the utility model provides an in, all set firmly support backing plate 13 on the outer terminal surface of horizontal pole, the near outer terminal surface's the bottom surface, the adjacent side of two support backing plates sets firmly the bearing structure as an organic whole in order to form "L" shape, and the width H of support backing plate is greater than the width H of horizontal pole, and the great ground reaction force that can strengthen of support backing plate width H when concrete pole falls to the support backing plate side supports steadily, makes the difficult pole that falls of concrete pole.
The present invention is not limited to the above preferred embodiments, and any one can obtain other 10kV concrete pole anti-tilting devices of various forms. All the equivalent changes and modifications made according to the claims of the present invention shall fall within the scope of the present invention.
Claims (8)
1. The utility model provides a 10kV concrete pole prevents askew device which characterized in that: including a plurality of support frame of circumference equipartition in concrete pole bottom periphery, the support frame all includes the supporter of right angle triangle-shaped form, all be provided with the hoop board on the supporter, the hoop board adjacent end of double-phase adjacent support frame all fastens each other through the fastener to form the staple bolt including embracing tightly the concrete pole.
2. The 10kV concrete pole anti-tilting device according to claim 1, characterized in that: the hoop plate is arc-shaped, two ends of the hoop plate are bent outwards and fixedly provided with connecting lugs, the fasteners are bolts and nuts, and through holes for the bolts to pass through are formed in the connecting lugs; the hoop plate is fixedly arranged at the top and the bottom of the supporting body.
3. The 10kV concrete pole anti-tilting device according to claim 1, characterized in that: the supporter all includes montant, horizontal pole, down tube, and the right angled triangle structure is constituteed to montant, horizontal pole, down tube, the hoop board all sets firmly in the top and the bottom of montant.
4. The 10kV concrete pole anti-tilting device according to claim 3, characterized in that: the bottom of montant is through the inner threaded connection of bolt, nut and horizontal pole, the top of montant is articulated with the top of down tube, the outer end of horizontal pole is articulated with the bottom of down tube.
5. The 10kV concrete pole anti-tilting device according to claim 4, characterized in that: the non-end part of the diagonal rod is hinged with a middle connecting rod, and the inner end of the middle connecting rod is hinged with the non-end part of the vertical rod.
6. The 10kV concrete pole anti-tilting device according to claim 4, characterized in that: the vertical rod is composed of an upper vertical rod and a lower vertical rod, the top of the lower vertical rod is welded with a slot plate with the bottom of the upper vertical rod inserted in, and the upper vertical rod inserted in the slot plate is locked on the slot plate through bolts and nuts.
7. The 10kV concrete pole anti-tilting device according to claim 6, characterized in that: the upper vertical rod, the lower vertical rod, the slot board and the cross rod are all channel steel.
8. The 10kV concrete pole anti-tilting device according to claim 3, characterized in that: the outer end face of the cross rod and the bottom face close to the outer end face are fixedly provided with support base plates, the adjacent edges of the two support base plates are fixedly integrated to form an L-shaped support structure, and the width of each support base plate is larger than that of the cross rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920259253.9U CN209855344U (en) | 2019-03-01 | 2019-03-01 | Skew prevention device for 10kV concrete pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920259253.9U CN209855344U (en) | 2019-03-01 | 2019-03-01 | Skew prevention device for 10kV concrete pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209855344U true CN209855344U (en) | 2019-12-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920259253.9U Active CN209855344U (en) | 2019-03-01 | 2019-03-01 | Skew prevention device for 10kV concrete pole |
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| Country | Link |
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| CN (1) | CN209855344U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113982312A (en) * | 2021-11-29 | 2022-01-28 | 国网福建省电力有限公司电力科学研究院 | Adjustable anti-tilting reinforcing device and reinforcing method for distribution line pole |
-
2019
- 2019-03-01 CN CN201920259253.9U patent/CN209855344U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113982312A (en) * | 2021-11-29 | 2022-01-28 | 国网福建省电力有限公司电力科学研究院 | Adjustable anti-tilting reinforcing device and reinforcing method for distribution line pole |
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