CN219344221U - Prefabricated wire pole of high strength cement - Google Patents
Prefabricated wire pole of high strength cement Download PDFInfo
- Publication number
- CN219344221U CN219344221U CN202320563041.6U CN202320563041U CN219344221U CN 219344221 U CN219344221 U CN 219344221U CN 202320563041 U CN202320563041 U CN 202320563041U CN 219344221 U CN219344221 U CN 219344221U
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- Prior art keywords
- pipe body
- cement
- cement pipe
- reinforcing rod
- stirrup
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- 239000004568 cement Substances 0.000 title claims abstract description 67
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 27
- 230000002787 reinforcement Effects 0.000 claims abstract description 19
- 230000007704 transition Effects 0.000 claims description 3
- 239000003351 stiffener Substances 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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Abstract
The utility model discloses a high-strength cement prefabricated telegraph pole, in particular to the technical field of cement prefabricated telegraph poles, which comprises the following components: the cement pipe body is hollow and tubular, and a plurality of limit grooves are formed in the inner wall of the cement pipe body in an annular array; the steel reinforcement cage is embedded in the cement pipe body; the reinforcing rod is positioned in the middle of the interior of the cement pipe body, steel plates with the same number as a plurality of limit grooves are fixed on the outer wall of the reinforcing rod in an annular array, and the cement pipe body, the reinforcing rod and the steel plates can form a whole by simultaneously matching the reinforcing rod with the steel plates outside the reinforcing rod with the grooves on the inner wall of the cement pipe body so as to improve the structural strength of the manufactured telegraph pole; the steel reinforcement cage, the connecting rod, the reinforcing rod and the cement pipe body are integrally formed by connecting the connecting sleeve with the anchor bolt through threads, so that the steel plate and the reinforcing rod are prevented from shaking in the cement pipe body; the structural strength of the telegraph pole can be further improved by combining the two.
Description
Technical Field
The utility model relates to the field of cement prefabricated telegraph poles, in particular to a high-strength cement prefabricated telegraph pole.
Background
The cement prefabricated telegraph pole is a cement telegraph pole which is processed by steel bars and concrete, and the cement telegraph pole is firm and durable, corrosion-resistant, temperature difference-resistant and crack-resistant;
the cement wire pole in the current market is mainly manufactured by a reinforcement cage and concrete poured outside the reinforcement cage, and most of the cement wire pole is hollow and has no filler, so that the cement wire pole can deform after being impacted by large force.
For this reason, the present application provides a high-strength cement prefabricated utility pole to solve the above-mentioned problems.
Disclosure of Invention
The utility model aims to provide a high-strength cement prefabricated telegraph pole, which solves the defects in the technology.
In order to achieve the above object, the present utility model provides the following technical solutions: a high strength cement prefabricated pole comprising:
the cement pipe body is hollow and tubular, and a plurality of limit grooves are formed in the inner wall of the cement pipe body in an annular array;
the steel reinforcement cage is embedded in the cement pipe body;
the reinforcing rod is positioned in the middle of the inside of the cement pipe body, steel plates with the same number as that of the limiting grooves are fixed on the outer wall of the reinforcing rod in an annular array, and one ends of the steel plates extend into the limiting grooves.
Preferably, the steel reinforcement cage includes outer stirrup, erects muscle and interior stirrup, erect the muscle and weld between outer stirrup and interior stirrup, erect the muscle and set up along cement body length direction.
Preferably, the outside of stiffener is located the inside top of cement body and inside below and all is annular array and is fixed with a plurality of connecting rod, interior stirrup is fixed with the crab-bolt towards one side of connecting rod, the screw thread has been seted up to the outside of crab-bolt, the outside cover of connecting rod is equipped with adapter sleeve, adapter sleeve and crab-bolt threaded connection.
Preferably, one end of the connecting rod is fixed with a limiting disc, and the diameter of the limiting disc is larger than that of the connecting rod.
Preferably, the outside of adapter sleeve is annular array and is provided with a plurality of non-skid blocks, the both ends of non-skid block all are arc transition.
Preferably, both ends of the cement pipe body are sealed.
Preferably, the width of the steel plate is consistent with the width of the limit groove.
In the technical scheme, the utility model has the technical effects and advantages that:
the reinforcing rod and the steel plate outside the reinforcing rod are matched with the groove on the inner wall of the cement pipe body, so that the cement pipe body, the reinforcing rod and the steel plate are integrated, and the structural strength of the manufactured telegraph pole is improved;
the steel reinforcement cage, the connecting rod, the reinforcing rod and the cement pipe body are integrally formed by connecting the connecting sleeve with the anchor bolt through threads, so that the steel plate and the reinforcing rod are prevented from shaking in the cement pipe body;
the structural strength of the telegraph pole can be further improved by combining the two.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present utility model, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.
FIG. 1 is an external view of a cement pipe body according to the present utility model;
fig. 2 is a top view of the reinforcement cage of the present utility model;
FIG. 3 is a top view of the spacing groove of the present utility model;
FIG. 4 is a schematic view of the construction of the joint of the connecting sleeve and anchor bolt of the present utility model;
fig. 5 is a cross-sectional view of the reinforcement cage of the present utility model.
Reference numerals illustrate:
1. a cement pipe body; 2. a reinforcement cage; 21. an outer stirrup; 22. vertical ribs; 23. an inner stirrup; 3. a reinforcing rod; 4. a steel plate; 5. a limit groove; 6. a limiting disc; 7. a connecting rod; 8. a connection sleeve; 9. an anchor bolt.
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.
The present utility model provides a high strength cement prefabricated pole as shown in fig. 1-5, comprising:
the cement pipe body 1, the cement pipe body 1 is hollow tubular, and a plurality of limit grooves 5 are formed in the inner wall of the cement pipe body 1 in an annular array;
the steel reinforcement cage 2 is embedded in the cement pipe body 1;
the reinforcing rod 3, reinforcing rod 3 are located the inside middle department of cement body 1, and the outer wall of reinforcing rod 3 is annular array and is fixed with the steel sheet 4 the same with a plurality of spacing groove 5 quantity, and the one end of steel sheet 4 extends to in the spacing groove 5.
In one possible implementation, the reinforcement cage 2 comprises an outer stirrup 21, a vertical stirrup 22 and an inner stirrup 23, the vertical stirrup 22 being welded between the outer stirrup 21 and the inner stirrup 23, the vertical stirrup 22 being disposed along the length of the cementitious pipe body 1.
In a possible implementation manner, the outer part of the reinforcing rod 3 is positioned above the inner part of the cement pipe body 1 and below the inner part of the reinforcing rod 3 and is provided with a plurality of connecting rods 7 in an annular array, the inner stirrup 23 faces one side of the connecting rods 7 and is fixedly provided with anchor bolts 9, the outer part of each anchor bolt 9 is provided with threads, the outer part of each connecting rod 7 is sleeved with a connecting sleeve 8, and the connecting sleeve 8 is in threaded connection with each anchor bolt 9.
In one possible implementation, one end of the connecting rod 7 is fixed with a limit disk 6, the diameter of the limit disk 6 being greater than the diameter of the connecting rod 7, so as to avoid the separation of the connecting sleeve 8 from the connecting rod 7.
In a possible implementation manner, the annular array of the outer part of the connecting sleeve 8 is provided with a plurality of anti-slip blocks, and two ends of each anti-slip block are in arc transition so as to improve the convenience when the connecting sleeve 8 rotates.
In one possible implementation, the two ends of the cement pipe body 1 are sealed to ensure that the interior of the cement pipe body 1 is in a sealed space, so as to delay corrosion of the reinforcing rods 3, the steel plates 4 and other relevant elements in the interior of the cement pipe body 1.
In one possible implementation, the width of the steel plate 4 is consistent with the width of the limit groove 5, so as to avoid loosening of the steel plate 4, and enable the steel plate 4, the reinforcing rod 3 and the cement pipe body 1 to form a whole stably.
Through the technical scheme:
when the electric wire pole is used, the cement pipe body 1 can be stably formed through the reinforcement cage 2, and the reinforcement rod 3 and the steel plate 4 outside the reinforcement rod are matched with the groove 5 on the inner wall of the cement pipe body 1 at the same time, so that the cement pipe body 1, the reinforcement rod 3 and the steel plate 4 can form a whole, and the structural strength of the manufactured electric wire pole is improved;
after the connecting sleeve 8 is in threaded connection with the anchor bolt 9, the reinforcement cage 2, the connecting rod 7, the reinforcing rod 3 and the cement pipe body 1 can be integrated, so that the steel plate 4 and the reinforcing rod 3 are prevented from shaking in the cement pipe body 1;
under the cooperation of the two, the structural strength of the telegraph pole can be further improved.
While certain exemplary embodiments of the present utility model have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the utility model. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the utility model, which is defined by the appended claims.
Claims (7)
1. A high strength cement prefabricated pole, comprising:
the cement pipe body (1), the cement pipe body (1) is hollow tubular, and a plurality of limit grooves (5) are formed in the inner wall of the cement pipe body (1) in an annular array;
the steel reinforcement cage (2) is embedded in the cement pipe body (1);
reinforcing rod (3), reinforcing rod (3) are located the inside middle department of cement body (1), the outer wall of reinforcing rod (3) is annular array and is fixed with steel sheet (4) the same with a plurality of spacing groove (5) quantity, the one end of steel sheet (4) extends to in spacing groove (5).
2. A high strength cement prefabricated pole according to claim 1, wherein: the steel reinforcement cage (2) comprises an outer stirrup (21), a vertical stirrup (22) and an inner stirrup (23), wherein the vertical stirrup (22) is welded between the outer stirrup (21) and the inner stirrup (23), and the vertical stirrup (22) is arranged along the length direction of the cement pipe body (1).
3. A high strength cement prefabricated pole according to claim 2, wherein: the outside of stiffener (3) is located inside top and the inside below of cement body (1) and all is annular array and is fixed with a plurality of connecting rod (7), one side of interior stirrup (23) towards connecting rod (7) is fixed with crab-bolt (9), the screw thread is seted up to the outside of crab-bolt (9), the outside cover of connecting rod (7) is equipped with adapter sleeve (8), adapter sleeve (8) and crab-bolt (9) threaded connection.
4. A high strength cement prefabricated pole according to claim 3, wherein: one end of the connecting rod (7) is fixed with a limiting disc (6), and the diameter of the limiting disc (6) is larger than that of the connecting rod (7).
5. A high strength cement prefabricated pole according to claim 4, wherein: the outside of adapter sleeve (8) is annular array and is provided with a plurality of non slipping spur, the both ends of non slipping spur are arc transition.
6. A high strength cement prefabricated pole according to claim 1, wherein: the two ends of the cement pipe body (1) are sealed.
7. A high strength cement prefabricated pole according to claim 1, wherein: the width of the steel plate (4) is consistent with the width of the limit groove (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320563041.6U CN219344221U (en) | 2023-03-21 | 2023-03-21 | Prefabricated wire pole of high strength cement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320563041.6U CN219344221U (en) | 2023-03-21 | 2023-03-21 | Prefabricated wire pole of high strength cement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219344221U true CN219344221U (en) | 2023-07-14 |
Family
ID=87104330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320563041.6U Active CN219344221U (en) | 2023-03-21 | 2023-03-21 | Prefabricated wire pole of high strength cement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219344221U (en) |
-
2023
- 2023-03-21 CN CN202320563041.6U patent/CN219344221U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240822 Address after: No. 28, North Street, Chengguan Town, Long County, Baoji City, Shaanxi Province 721299 Patentee after: Li Gang Country or region after: China Address before: 721299 Gaomiao Village, Southeast Town, Long County, Baoji City, Shaanxi Province Patentee before: Shaanxi Longyuan Cement Products Co.,Ltd. Country or region before: China |
|
| TR01 | Transfer of patent right |