CN216341141U - Newly-increased encircling type steel column reinforcing device for single-tube communication tower - Google Patents
Newly-increased encircling type steel column reinforcing device for single-tube communication tower Download PDFInfo
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- CN216341141U CN216341141U CN202121627127.8U CN202121627127U CN216341141U CN 216341141 U CN216341141 U CN 216341141U CN 202121627127 U CN202121627127 U CN 202121627127U CN 216341141 U CN216341141 U CN 216341141U
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Abstract
The utility model discloses a newly-added encircling type steel column reinforcing device for a single-tube communication tower, which comprises a steel pile and a first hoop; the number of the steel piles is at least three, and the steel piles are vertically buried around the tower body; the first hoop is used for being sleeved on the tower body, a plurality of support rods are arranged on the outer side of the first hoop, and the number of the support rods on the first hoop is the same as that of the steel piles; one end of the support rod, which is far away from the first hoop, is connected with a second hoop, and the second hoop is sleeved on the steel pile. The utility model optimizes by combining the actual situation of urban scene and the problems encountered in construction, has convenient construction and transportation and small occupied area, increases the applicable scene and range of reinforcement and transformation, is particularly suitable for reinforcing the urban regional communication iron tower, improves the safety and greatly reduces the construction cost.
Description
Technical Field
The utility model relates to the technical field of single-pipe communication tower reinforcement, in particular to a newly-added encircling type steel column reinforcement device for a single-pipe communication tower.
Background
The conventional reinforcing mode of the communication single-pipe tower is generally two modes of adding a high-strength steel stranded wire and a steel structure inclined support. The steel strand reinforcement needs a wide place and occupies a large area; the steel structure support needs to dig a newly-increased support node independent foundation greatly. The scheme has high construction difficulty in urban areas, is difficult to coordinate, and cannot effectively increase the capacity expansion capability of the communication single-pipe tower in urban scenes.
SUMMERY OF THE UTILITY MODEL
The utility model provides a newly-added encircling type steel column reinforcing device for a single-tube communication tower, aiming at solving the defects of the prior art.
In order to achieve the purpose, the utility model provides the following technical scheme:
a newly-added encircling type steel column reinforcing device for a single-tube communication tower comprises a steel pile and a first hoop; the number of the steel piles is at least three, and the steel piles are vertically buried around the tower body; the first hoop is used for being sleeved on the tower body, a plurality of support rods are arranged on the outer side of the first hoop, and the number of the support rods on the first hoop is the same as that of the steel piles; one end of the support rod, which is far away from the first hoop, is connected with a second hoop, and the second hoop is sleeved on the steel pile.
Furthermore, the number of the steel piles is three or four, the distance between two adjacent steel piles is equal, and the steel piles are located on the same circle with the center of the first hoop as the circle center.
Furthermore, the first hoop is formed by splicing a plurality of hoop monomers, and the number of the hoop monomers is the same as that of the steel piles; the staple bolt monomer comprises circular arc board and two first equipment boards that set up respectively at circular arc board both ends, every first equipment board on all set up a plurality of through-holes that are used for the bolt to pass, pass through bolted connection between two adjacent free first equipment boards of staple bolt.
Furthermore, be provided with first connecting plate on the outer arc face of arc board, the bracing piece is close the one end of first staple bolt and is provided with the second connecting plate, first connecting plate is connected with the second connecting plate.
Furthermore, through holes corresponding to each other are formed in the first connecting plate and the second connecting plate, and the first connecting plate and the second connecting plate are connected through bolts.
Furthermore, each circular arc plate has a central angle with the same size, and the sum of the central angles of all the circular arc plates is less than 360 degrees.
Furthermore, a cutting groove is formed in one end, close to the first hoop, of the supporting rod, and the second connecting plate is inserted into the cutting groove in the end portion of the supporting rod and welded with the supporting rod.
Furthermore, the second hoop is formed by splicing two semicircular plates, the central angle of each semicircular plate is smaller than 180 degrees, the two ends of each semicircular plate are provided with second assembling plates, and the two second assembling plates on the same semicircular plate are coplanar; and the second assembling plates are provided with a plurality of through holes for bolts to pass through, and the second assembling plates on the two semicircular plates are connected through bolts.
Furthermore, a third connecting plate is arranged on one of the semicircular plates, a fourth connecting plate is arranged at one end, far away from the first hoop, of the supporting rod, through holes which are used for bolts to penetrate through and correspond to each other are formed in the third connecting plate and the fourth connecting plate, and the third connecting plate and the fourth connecting plate are connected through bolts.
Furthermore, a cutting groove is formed in one end, far away from the first hoop, of the support rod, and the fourth connecting plate is inserted into the cutting groove in the end portion of the support rod and welded with the support rod.
Compared with the prior art, the method is optimized by combining the actual situation of urban scenes and the problems encountered in construction, is convenient to construct and transport, occupies small area, increases the applicable scene and range of reinforcement and transformation, is particularly suitable for reinforcing urban regional communication iron towers, improves the safety and greatly reduces the construction cost.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic diagram of the present invention as installed around a single pipe communication tower;
FIG. 2 is a top view of FIG. 1;
FIG. 3 is a structural view of the anchor ear unit of the present invention;
FIG. 4 is a structural view of a first hoop in the present invention;
FIG. 5 is a structural view of a second hoop according to the present invention;
FIG. 6 is a view showing a structure of a semicircular plate in the present invention;
FIG. 7 is a structural view of a support stick according to the present invention;
fig. 8 is a top view of fig. 7.
The reference numerals are explained below:
in the figure: 1. steel piles; 2. a second hoop; 21. a semicircular plate; 22. a second assembly plate; 23. a third connecting plate; 3. a support bar; 31. a fourth connecting plate; 32. a second connecting plate; 33. grooving; 4. a tower body; 5. a first hoop; 51. a hoop monomer; 511. a circular arc plate; 512. a first assembly plate; 52. a first connecting plate; 6. and (4) bolts.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the technical solutions of the present invention will be described in detail below. It is to be understood that the described embodiments are merely exemplary of the utility model, and not restrictive of the full scope of the utility model. All other embodiments, which can be derived by a person skilled in the art from the examples given herein without any inventive step, are within the scope of the present invention.
Referring to fig. 1 to 8, the present invention provides a newly added encircling type steel column reinforcing apparatus for a single-tube communication tower, including a steel pile 1 and three first anchor ears 5; the number of the steel piles 1 is at least three, and the steel piles 1 are vertically buried around the tower body 4; the first hoop 5 is used for being sleeved on the tower body 4, a plurality of support rods 3 are arranged on the outer side of the first hoop 5, and the number of the support rods 3 on the first hoop 5 is the same as that of the steel piles 1; one end of the support rod 3, which is far away from the first hoop 5, is connected with a second hoop 2, and the second hoop 2 is sleeved on the steel pile 1.
As a preferred embodiment, the number of the steel piles 1 in the utility model is three or four, the distance between two adjacent steel piles 1 is equal, a plurality of the steel piles 1 are located on the same circle with the center of the first anchor ear 5 as the center of the circle, and the distance from each steel pile 1 to the center of the first anchor ear 5 is equal.
In order to facilitate the installation of the first hoop 5 and reduce the installation difficulty, the first hoop 5 is formed by splicing a plurality of hoop monomers 51, and the number of the hoop monomers 51 is the same as that of the steel piles 1; the hoop monomer 51 comprises circular arc plate 511 and two first equipment boards 512 that set up respectively at circular arc plate 511 both ends, every first equipment board 512 on all set up a plurality of through-holes that are used for bolt 6 to pass, connect through bolt 6 between two adjacent hoop monomer 51's the first equipment board 512. In order to facilitate the connection between the support rod 3 and the first hoop 5, a first connecting plate 52 is arranged on the outer arc surface of the arc plate 511, a second connecting plate 32 is arranged at one end of the support rod 3 close to the first hoop 5, and the first connecting plate 52 is connected with the second connecting plate 32. The first connecting plate 52 and the second connecting plate 32 are provided with through holes corresponding to each other, and the first connecting plate 52 is connected with the second connecting plate 32 through a bolt 6. Each circular arc plate 511 has a central angle with the same size, the sum of the central angles of all the circular arc plates 511 is slightly smaller than 360 degrees, the inner diameter of each circular arc plate 511 is matched with the outer diameter of the tower body 4, after all the hoop monomers 51 are sleeved on the tower body 4, a pre-tightening gap exists between every two adjacent first assembling plates 512, and when the hoop monomers 51 are connected through the bolts 6, the hoop monomers 51 are tightly fixed on the outer side of the tower body 4 under the action of the bolts 6. A cutting groove 33 is formed at one end of the support rod 3 close to the first anchor ear 5, and the second connecting plate 32 is inserted into the cutting groove 33 at the end of the support rod 3 and welded with the support rod 3, so that the support rod 3 and the second connecting plate 32 can be ensured to have higher connecting strength.
In order to facilitate the installation of the second hoop 2, the second hoop 2 is formed by splicing two semicircular plates 21, the central angle of each semicircular plate 21 is less than 180 degrees, the two ends of each semicircular plate 21 are provided with second assembling plates 22, and the two second assembling plates 22 on the same semicircular plate 21 are coplanar; the second assembling plate 22 is provided with a plurality of through holes for the bolts 6 to pass through, and the second assembling plates 22 on the two semicircular plates 21 are connected through the bolts 6. Be provided with third connecting plate 23 on one of them semicircle board 21, the one end that first staple bolt 5 was kept away from to bracing piece 3 is provided with fourth connecting plate 31, all offer the through-hole that is used for bolt 6 to pass and corresponds each other on third connecting plate 23 and the fourth connecting plate 31, pass through bolt 6 and be connected between third connecting plate 23 and the fourth connecting plate 31. A cutting groove 33 is formed at one end of the support rod 3 away from the first hoop 5, and the fourth connecting plate 31 is inserted into the cutting groove 33 at the end of the support rod 3 and welded with the support rod 3, so that high connection strength between the support rod 3 and the fourth connecting plate 31 is ensured.
The utility model optimizes by combining the actual situation of urban scene and the problems encountered in construction, has convenient construction and transportation and small occupied area, increases the applicable scene and range of reinforcement and transformation, is particularly suitable for reinforcing the urban regional communication iron tower, improves the safety and greatly reduces the construction cost.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present invention, and all the changes or substitutions should be covered within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the appended claims.
Claims (4)
1. A newly-added encircling type steel column reinforcing device for a single-tube communication tower is characterized by comprising a steel pile and a first hoop; the number of the steel piles is at least three, and the steel piles are vertically buried around the tower body; the first hoop is used for being sleeved on the tower body, a plurality of support rods are arranged on the outer side of the first hoop, and the number of the support rods on the first hoop is the same as that of the steel piles; one end of the support rod, which is far away from the first hoop, is connected with a second hoop, and the second hoop is sleeved on the steel pile; the number of the steel piles is three or four, the distance between two adjacent steel piles is equal, and the plurality of steel piles are positioned on the same circle with the center of the first hoop as the center of circle; the first hoop is formed by splicing a plurality of hoop monomers, and the number of the hoop monomers is the same as that of the steel piles; the hoop single bodies are composed of arc plates and two first assembling plates which are respectively arranged at two ends of the arc plates, each first assembling plate is provided with a plurality of through holes for bolts to pass through, and the first assembling plates of two adjacent hoop single bodies are connected through bolts; a first connecting plate is arranged on the outer arc surface of the arc plate, a second connecting plate is arranged at one end of the supporting rod close to the first hoop, and the first connecting plate is connected with the second connecting plate; through holes corresponding to each other are formed in the first connecting plate and the second connecting plate, and the first connecting plate is connected with the second connecting plate through bolts; each circular arc plate has a central angle with the same size, and the sum of the central angles of all the circular arc plates is less than 360 degrees; the supporting rod is provided with a first hoop, the supporting rod is connected with the first hoop through a first connecting plate, one end of the supporting rod, close to the first hoop, is provided with a cutting groove, and the second connecting plate is inserted into the cutting groove in the end part of the supporting rod and is welded with the supporting rod.
2. The newly-increased encircling type steel column reinforcing apparatus of single-tube communication tower of claim 1, characterized in that: the second hoop is formed by splicing two semicircular plates, the central angle of each semicircular plate is less than 180 degrees, the two ends of each semicircular plate are provided with second assembly plates, and the two second assembly plates on the same semicircular plate are coplanar; and the second assembling plates are provided with a plurality of through holes for bolts to pass through, and the second assembling plates on the two semicircular plates are connected through bolts.
3. The newly-increased encircling type steel column reinforcing apparatus of single-tube communication tower of claim 2, characterized in that: one of the semicircular plates is provided with a third connecting plate, one end of the support rod, which is far away from the first hoop, is provided with a fourth connecting plate, through holes which are used for bolts to penetrate and correspond to each other are formed in the third connecting plate and the fourth connecting plate, and the third connecting plate and the fourth connecting plate are connected through bolts.
4. The newly-increased encircling type steel column reinforcing apparatus of single-tube communication tower of claim 3, characterized in that: a cutting groove is formed in one end, far away from the first hoop, of the supporting rod, and the fourth connecting plate is inserted into the cutting groove in the end portion of the supporting rod and welded with the supporting rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121627127.8U CN216341141U (en) | 2021-07-17 | 2021-07-17 | Newly-increased encircling type steel column reinforcing device for single-tube communication tower |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121627127.8U CN216341141U (en) | 2021-07-17 | 2021-07-17 | Newly-increased encircling type steel column reinforcing device for single-tube communication tower |
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| CN216341141U true CN216341141U (en) | 2022-04-19 |
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| CN202121627127.8U Active CN216341141U (en) | 2021-07-17 | 2021-07-17 | Newly-increased encircling type steel column reinforcing device for single-tube communication tower |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370215A (en) * | 2022-09-22 | 2022-11-22 | 中钢石家庄工程设计研究院有限公司 | Reinforcing apparatus of anticorrosive plain carbon steel communication tower of tombarthite |
-
2021
- 2021-07-17 CN CN202121627127.8U patent/CN216341141U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370215A (en) * | 2022-09-22 | 2022-11-22 | 中钢石家庄工程设计研究院有限公司 | Reinforcing apparatus of anticorrosive plain carbon steel communication tower of tombarthite |
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