CN210105442U - Rapid erection telegraph pole for debris flow and subsidence area - Google Patents
Rapid erection telegraph pole for debris flow and subsidence area Download PDFInfo
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- CN210105442U CN210105442U CN201920768728.7U CN201920768728U CN210105442U CN 210105442 U CN210105442 U CN 210105442U CN 201920768728 U CN201920768728 U CN 201920768728U CN 210105442 U CN210105442 U CN 210105442U
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Abstract
The utility model discloses a debris flow and subsidence area are with setting up wire pole fast belongs to the wire pole field. The utility model discloses a rapid erection telegraph pole for debris flow and subsidence areas, which comprises a telescopic telegraph pole and a main anchor rod, wherein the telescopic telegraph pole is formed by connecting a base rod and a plurality of telescopic joint rods, and the telescopic joint rods can be folded in the central cavity of the base rod; the upper end of the main ground anchor rod is sleeved with the lower end of the base rod, and the main ground anchor rod penetrates through the sleeved part to be locked and connected through a bolt. The utility model discloses adopt flexible wire pole and earth anchor pole to mutually support in the scheme, transportation, simple to operate, it is fixed firm, can satisfy the quick emergent installation demand in subsidence district.
Description
Technical Field
The utility model relates to a wire pole technical field, more specifically say, relate to a mud-rock flow and subside district are with setting up wire pole fast.
Background
China is a country with frequent natural disasters and artificial disasters. When natural disasters such as rainy season, flood disasters, debris flows, landslides and the like occur, the huge power phenomenon generated along with the debris flows due to the torrential flood can damage power supply implementation, a power supply structure and a power supply line, and large-area power failure of a disaster area is caused; meanwhile, loess, particularly collapsible loess, is unevenly sunk when subjected to disasters such as flood erosion, and power supply facilities are damaged due to ground subsidence. Therefore, after a disaster, the rapid emergency stringing implementation for resisting the debris flow and the ground subsidence is researched in the subsidence areas such as the debris flow and the like, the electric wires are rapidly erected, and the power supply of the disaster area is recovered, so that the power utilization problem of the disaster area can be rapidly solved, and the supply of water supply, communication, fuel gas and power lifeline engineering caused by power interruption can be rapidly recovered. Therefore, the method for rapidly supplying power for the emergency stringing of the power facilities in the anti-debris flow, flood and subsidence areas generated in rainy seasons has great significance for rapidly recovering the life line engineering of the disaster areas.
At present, the bobbin device is heavy and is complex to install, such as the disclosed patents: a telegraph pole stay wire tensioning device (application number: 201721252640.7, application number 2017, 9/27) comprises a ground anchor and a hoop installed on a telegraph pole, wherein the hoop is connected with a fixed end anchor assembly, the ground anchor is connected with a tensioning end anchor assembly, the tensioning end anchor assembly and the fixed end anchor assembly are respectively provided with a single-hole anchor for penetrating and installing a stay wire, a miniature jack is arranged below the single-hole anchor of the tensioning end anchor assembly, and the miniature jack is connected with a manual oil pump through an oil pipe. According to the scheme, one end of the stay wire is fastened to the single-hole anchor of the fixed end anchor assembly, the other end of the stay wire penetrates through the single-hole anchor of the tensioning end anchor assembly to be connected with the micro jack, the micro jack is driven by the manual oil pump to tension the stay wire until the designed tension of the stay wire is reached, and the phenomena that the stay wire of a telegraph pole is loosened and shifted are avoided.
According to the content of the scheme, the line needs to be pulled through the jack, so that the construction process is complicated, and the erection is difficult to realize in a short time.
The device comprises a telegraph pole body, a triangular support, a street lamp and a base, wherein the triangular support is detachably connected with the telegraph pole body, a wiring hoop is arranged on the triangular support, the telegraph pole body comprises a first telescopic rod and a second telescopic rod, the base comprises a first seat body, a second seat body and a pole groove, locking devices are arranged on the first seat body and the second seat body, and universal wheels are arranged on the bottom surface of the base.
This patent scheme is for emergent use, sets up the wheel at the bottom of wire pole, but to the subsidence area that takes place the mud-rock flow, this equipment transportation is comparatively troublesome, can't use at all.
SUMMERY OF THE UTILITY MODEL
1. Technical problem to be solved by the utility model
An object of the utility model is to overcome among the prior art not enough that mud-rock flow and subsidence district are difficult for erectting the wire pole, provide a mud-rock flow and subsidence district are with erectting the wire pole fast. The utility model discloses adopt flexible wire pole and earth anchor pole to mutually support in the scheme, transportation, simple to operate, it is fixed firm, can satisfy the quick emergent installation demand in subsidence district.
2. Technical scheme
In order to achieve the above purpose, the utility model provides a technical scheme does:
the utility model discloses a rapid erection telegraph pole for debris flow and subsidence areas, which comprises a telescopic telegraph pole and a main anchor rod, wherein the telescopic telegraph pole is formed by connecting a base rod and a plurality of telescopic joint rods, and the telescopic joint rods can be folded in the central cavity of the base rod; the upper end of the main ground anchor rod is sleeved with the lower end of the base rod, and the main ground anchor rod penetrates through the sleeved part to be locked and connected through a bolt.
As a further improvement, the base rod and the telescopic section rods and the adjacent telescopic section rods are mutually sleeved and locked through the locking pieces.
As a further improvement of the utility model, the locking piece is formed by combining a groove and an elastic bulge; or formed by matching bolts with through bolt holes.
As a further improvement, the utility model is provided with 3 at least barbs along length direction on the body of the anchor rod mainly, and the wall hole has been seted up between the adjacent barb of same row for fill solidification thick liquids when using.
As a further improvement of the present invention, the barbs include forward barbs and reverse barbs, with the same row of barbs facing the same direction and the adjacent rows of barbs facing opposite directions.
As a further improvement, the both symmetrical arrangement of the forward barbs and the reverse barbs is two, and the two adjacent rows have the same spacing between the barbs.
As a further improvement of the utility model, the bottom end of the tube body is a closed tip end.
As a further improvement, the utility model also includes the auxiliary ground stock, and this auxiliary ground stock is the same with main ground stock structure, and the main ground stock passes through the haulage rope with flexible festival pole and is connected.
As a further improvement of the utility model, a wire hanging frame is arranged on the telescopic section rod at the topmost part of the telescopic telegraph pole.
As a further improvement of the utility model, the telescopic section rod is a plastic-coated metal tube.
3. Advantageous effects
Adopt the technical scheme provided by the utility model, compare with prior art, have following beneficial effect:
(1) the utility model discloses a mud-rock flow and subside district are with setting up wire pole fast adopts flexible wire pole to directly set up the main ground stock in flexible wire pole bottom, this main ground stock can be installed and used fast in the subside district, and flexible wire pole convenient transportation, and is also more convenient in the installation, and it is fixed not need can accomplish the installation of wire pole fast with the help of the main equipment, can satisfy the quick emergent installation demand in subside district.
(2) The utility model provides a body of main anchor rod is provided with a plurality of rows of barbs along the length direction, including the forward barbs and the reverse barbs, the same rows of barbs have the same direction, the adjacent rows of barbs have opposite directions, and a wall hole is arranged between the adjacent barbs in the same row for filling solidified slurry when in use; on one hand, the arranged barbs can reinforce the stability of the ground anchor rod; on the other hand, the filling of the curing slurry can quickly cure during installation, so that soil around the earth anchor rod forms a hard soil layer, and the stability of the earth anchor rod is further enhanced.
(3) The utility model is also provided with an auxiliary ground anchor rod, which can play a certain traction role on the erected telegraph pole and avoid the telegraph pole from falling due to stress; adopt 2 or 3 supplementary earth anchor rods to pull same wire pole, can strengthen wire pole stability greatly. When the mud-rock flow is scoured by strong power, the telegraph pole is always kept stable and is not damaged by the mud-rock flow, and the effect of resisting the mud-rock flow is achieved.
Drawings
Fig. 1 is a schematic structural view of a utility pole of the present invention.
The reference numerals in the schematic drawings illustrate:
1. a telescopic telegraph pole; 101. a base rod; 102. a telescopic joint rod; 103. a locking member; 104. a wire hanging frame; 2. a primary ground anchor; 201. a pipe body; 202. a forward barb; 203. a wall hole; 204. reverse barbs; 205. bolt holes; 3. an auxiliary ground anchor rod; 4. a hauling rope;
Detailed Description
For a further understanding of the present invention, reference will be made to the following detailed description taken in conjunction with the accompanying drawings and examples.
The structure, proportion, size and the like shown in the drawings of the present specification are only used for matching with the content disclosed in the specification, so as to be understood and read by those skilled in the art, and are not used for limiting the limit conditions of the present invention, so that the present invention has no technical essence, and any structural modification, proportion relation change or size adjustment should still fall within the scope of the technical content disclosed in the present invention without affecting the efficacy and the achievable purpose of the present invention. In addition, the terms "upper", "lower", "left", "right" and "middle" used in the present specification are for clarity of description, and are not intended to limit the scope of the present invention, and the relative relationship between the terms and the relative positions may be changed or adjusted without substantial technical changes.
With reference to fig. 1, the utility pole for rapid erection of debris flow and subsidence areas of the present embodiment includes a telescopic utility pole 1 and a main anchor rod 2, the telescopic utility pole 1 is formed by connecting a base rod 101 and a plurality of telescopic joint rods 102, and the telescopic joint rods 102 can be folded in a central cavity of the base rod 101; the upper end of the main ground anchor rod 2 is sleeved with the lower end of the base rod 101, and the upper end of the main ground anchor rod is connected with the lower end of the base rod through a bolt passing through the sleeved part in a locking mode.
The base rod 101 and the telescopic rod 102 can be metal rods, and the telescopic rod 102 can have 3-5 sections. Base pole 101 and flexible festival pole 102 to and all be mutual registrates between the adjacent flexible festival pole 102, the pole footpath of upside is less than the pole footpath of downside promptly, thereby realizes registrates each other, sets up retaining member 103 at the body of rod end, thereby fixes two adjacent body of rod looks locking.
As an embodiment, the locking member 103 is formed by a combination of a groove and an elastic protrusion; for example, a groove is formed in the inner wall of the upper end of the base rod 101, an elastic protrusion is formed on the outer wall of the lower end of the telescopic rod 102 connected with the groove, and after the elastic protrusion is clamped into the groove, the base rod 101 and the telescopic rod 102 cannot slide relatively, so that locking is achieved. This configuration can be used with the associated telescopic rod 102.
As another embodiment, retaining member 103 may be formed using a bolt in combination with a bolt hole extending therethrough.
Specifically, radial bolt holes are formed in both ends of the base rod 101 and the telescopic link rod 102, and the bolt holes transversely penetrate through the rod bodies, align the bolt holes in the upper end of the base rod 101 with the bolt holes in the lower end of the telescopic link rod 102, insert bolts, and tighten the bolts with nuts, so that connection between the two rod bodies can be achieved.
For the main anchor rod 2, at least 3 rows of barbs are arranged on the tube body 201 of the main anchor rod 2 along the length direction in the implementation process, and wall holes 203 are formed between adjacent barbs in the same row for filling solidified slurry in the use process. The upper end of the main ground anchor 2 is provided with a bolt hole 205 for connection with the base rod 101 by a bolt.
The bottom end of the tube 201 is a closed tip end, which is convenient for inserting into the soil layer.
Further, the barbs include forward barbs 202 and reverse barbs 204, with the same row of barbs facing in the same direction and adjacent rows of barbs facing in opposite directions. On one hand, the arranged barbs can reinforce the stability of the ground anchor rod; on the other hand, the filling of the curing slurry can quickly cure during installation, so that soil around the earth anchor rod forms a hard soil layer, and the stability of the earth anchor rod is further enhanced.
In one embodiment, the forward barbs 202 and the reverse barbs 204 are symmetrically arranged in two rows, and the space between two adjacent rows is the same.
A wire hanging rack 104 is arranged on the telescopic joint rod 102 at the topmost part of the telescopic telegraph pole 1 and is used for hanging cables. Preferably, the adopted telescopic joint rod 102 is a plastic-coated metal pipe, namely, a corrosion-resistant plastic layer is coated on the outer surface of the steel pipe, so that the strength can be increased, and a better insulating effect is achieved.
Further, the utility pole also comprises an auxiliary ground anchor rod 3, the auxiliary ground anchor rod 3 is the same as the main ground anchor rod 2, and the main ground anchor rod 2 is connected with the telescopic rod 102 through a traction rope 4.
When the utility model is implemented, the auxiliary ground anchor rod can play a certain traction role on the erected telegraph pole, so that the telegraph pole is prevented from falling under stress; adopt 2 or 3 supplementary earth anchor rods to pull same wire pole, can strengthen wire pole stability greatly. When the mud-rock flow is scoured by strong power, the telegraph pole is always kept stable and is not damaged by the mud-rock flow, and the effect of resisting the mud-rock flow is achieved.
During the specific use, insert main ground stock 2 earlier in the soil layer, then follow body 201 top to intraductal grout that pours into, this grout can be the hydrophilic chemical expansion material of fast setting grout to utilize mud jacking equipment to exert pressure to intraductal grout, the barb is fully expanded, and partial grout flows out from wall hole 203 outwards, spreads to main ground stock 2 all around, can the installation fast setting, thereby make earth form hard soil layer around the ground stock, further strengthen the stability of ground stock. Auxiliary anchor rods 3 are installed in the same way.
The base rod 101 is inserted into the upper end pipe body of the main ground anchor rod 2, a bolt is inserted into the bolt hole 205, a nut is screwed, the base rod 101 is connected with the main ground anchor rod 2, then the telescopic joint rods 102 on the base rod 101 are sequentially fixed, and the wire hanging frame 104 is arranged on the telescopic joint rod 102 at the top. And then the telescopic telegraph pole 1 is connected with an auxiliary ground anchor rod 3 by using a traction rope 4, so that the structural stability is further enhanced.
When natural disasters such as rainy season, flood disasters, debris flow, landslides and the like occur, large-area power failure of disaster areas can be caused, and the traditional method is to supply power and repair after rain stopping and mountain torrents do not occur, so that serious difficulties are brought to production, life and rescue. The scheme keeps the stability of the stringing poles in the debris flow and subsidence area, and can resist the scouring of partial torrential flood and debris flow, thereby ensuring the stability of production and life of people and having wide application prospect.
The present invention and its embodiments have been described above schematically, and the description is not limited thereto, and what is shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. Therefore, if the person skilled in the art receives the teaching of the present invention, without departing from the inventive spirit of the present invention, the person skilled in the art should also design the similar structural modes and embodiments without creativity to the technical solution, and all shall fall within the protection scope of the present invention.
Claims (10)
1. The utility model provides a mud-rock flow and subside district are with erecting wire pole fast, includes flexible wire pole (1) and main ground stock (2), its characterized in that: the telescopic telegraph pole (1) is formed by connecting a base pole (101) and a plurality of telescopic joint poles (102), and the telescopic joint poles (102) can be folded in a central cavity of the base pole (101); the upper end of the main ground anchor rod (2) is sleeved with the lower end of the base rod (101) in the axial direction and is connected with the lower end of the base rod in a locking mode through a bolt penetrating through the sleeved portion.
2. The utility pole for rapid erection of debris flow and subsidence areas of claim 1, wherein: the base rod (101), the telescopic section rods (102) and the adjacent telescopic section rods (102) are mutually sleeved and locked and fixed through locking pieces (103).
3. The utility pole for rapid erection of debris flow and subsidence areas of claim 2, wherein: the locking piece (103) is formed by combining a groove and an elastic bulge; or formed by matching bolts with through bolt holes.
4. The utility pole for rapid erection of a debris flow and subsidence area according to any one of claims 1 to 3, wherein: the body (201) of main ground stock (2) is gone up and is provided with 3 at least barbs that are listed as along length direction, has seted up between the adjacent barb of same row wall hole (203) for fill solidification thick liquids when using.
5. The utility pole for rapid erection of debris flow and subsidence areas of claim 4, wherein: the barbs include forward barbs (202) and reverse barbs (204), with the same row of barbs facing in the same direction and adjacent rows of barbs facing in opposite directions.
6. The utility pole for rapid erection of debris flow and subsidence areas of claim 5, wherein: forward barb (202) and reverse barb (204) all are provided with symmetrically and are listed as, and just the interval between two adjacent barbs is the same.
7. The utility pole for rapid erection of debris flow and subsidence areas of claim 4, wherein: the bottom end of the tube body (201) is a closed tip end.
8. The utility pole for rapid erection of debris flow and subsidence areas of claim 7, wherein: the anchor rod device is characterized by further comprising an auxiliary ground anchor rod (3), the auxiliary ground anchor rod (3) is the same as the main ground anchor rod (2), and the main ground anchor rod (2) is connected with the telescopic joint rod (102) through a traction rope (4).
9. The utility pole for rapid erection of debris flow and subsidence areas of claim 4, wherein: a wire hanging rack (104) is arranged on a telescopic joint rod (102) at the topmost part of the telescopic telegraph pole (1).
10. The utility pole for rapid erection of debris flow and subsidence areas of claim 9, wherein: the telescopic section rod (102) is a plastic-coated metal pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920768728.7U CN210105442U (en) | 2019-05-27 | 2019-05-27 | Rapid erection telegraph pole for debris flow and subsidence area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920768728.7U CN210105442U (en) | 2019-05-27 | 2019-05-27 | Rapid erection telegraph pole for debris flow and subsidence area |
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| Publication Number | Publication Date |
|---|---|
| CN210105442U true CN210105442U (en) | 2020-02-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920768728.7U Active CN210105442U (en) | 2019-05-27 | 2019-05-27 | Rapid erection telegraph pole for debris flow and subsidence area |
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| CN (1) | CN210105442U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942406A (en) * | 2021-02-08 | 2021-06-11 | 巩义市泛锐熠辉复合材料有限公司 | Consolidation body for fixing rod foundation and preparation method thereof |
| CN114753705A (en) * | 2022-03-21 | 2022-07-15 | 国网通用航空有限公司 | Prevent transmission of electricity pole stable structure of mud-rock flow |
-
2019
- 2019-05-27 CN CN201920768728.7U patent/CN210105442U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942406A (en) * | 2021-02-08 | 2021-06-11 | 巩义市泛锐熠辉复合材料有限公司 | Consolidation body for fixing rod foundation and preparation method thereof |
| CN114753705A (en) * | 2022-03-21 | 2022-07-15 | 国网通用航空有限公司 | Prevent transmission of electricity pole stable structure of mud-rock flow |
| CN114753705B (en) * | 2022-03-21 | 2024-03-15 | 国网电力空间技术有限公司 | Prevent transmission pole stable structure of mud-rock flow |
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