CN210370121U - Reinforced single-tube communication tower - Google Patents
Reinforced single-tube communication tower Download PDFInfo
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- CN210370121U CN210370121U CN201920856834.0U CN201920856834U CN210370121U CN 210370121 U CN210370121 U CN 210370121U CN 201920856834 U CN201920856834 U CN 201920856834U CN 210370121 U CN210370121 U CN 210370121U
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Abstract
The utility model discloses a reinforced single-tube communication tower, which comprises a single-tube tower body and a foundation, wherein the foundation is fixedly arranged on the ground; the single-tube tower comprises a single-tube tower body, and is characterized by further comprising at least two main supporting rods, wherein the first ends of the main supporting rods are connected with the single-tube tower body, and the second ends of the main supporting rods are connected with a foundation through a connecting assembly; the single-pipe tower comprises a single-pipe tower body, and is characterized by further comprising a first auxiliary cross rod and a second auxiliary cross rod, wherein the first auxiliary cross rod is arranged between the single-pipe tower body and the main supporting rods, and the second auxiliary cross rod is arranged between at least two main supporting rods. The utility model discloses an install two piece at least main stay bars on single-pipe tower body, and between single-pipe tower body and main stay bar, install first supplementary horizontal pole and the supplementary horizontal pole of second respectively between two piece at least main stay bars, can effectively improve this reinforced single tube communication tower's body of the tower rigidity of entirety, stability and antidumping ability, and then promote its body of the tower bearing capacity, satisfy the demand that the operator shared and build altogether.
Description
Technical Field
The utility model relates to a capital construction engineering technical field, more specifically relates to a reinforcement type single tube communication tower.
Background
With the rapid development of 5G communication services, the proportion of sharing and transformation of the existing communication towers by three operators will be increased continuously in the future, namely, the construction of a communication base station is changed from the original situation of each communication tower into unified planning, reasonable construction and resource saving, so that in order to meet the network coverage requirements of different operators, the original single-tube communication tower is changed into an antenna which needs to be hung by three operators from an antenna which is hung by a single operator, but after the number of hung antennas is increased, the maximum stress of a tower body under the bearing capacity state exceeds the material strength design value or the foundation does not meet the requirement of anti-overturning checking, and therefore, the problem of insufficient bearing capacity of the existing single-tube communication tower is more prominent. The tower types constructed in the urban area at the present stage are generally in the forms of a lamp pole landscape tower, a simple single-pipe tower and the like, the mounting capacity of the tower types is relatively weak, and the requirement for sharing and transformation of three operators is difficult to meet.
In view of the above, a new technical solution is needed to solve the above problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a new technical scheme of reinforcement type single tube communication tower.
According to the utility model discloses an aspect provides a reinforcement type single tube communication tower, include:
a single-tube column body;
the foundation is fixedly arranged on the ground;
the main supporting rods are at least two, the first ends of the main supporting rods are connected with the single-tube tower body, and the second ends of the main supporting rods are connected with the foundation through the connecting assembly;
the first auxiliary cross rod is arranged between the single-tube tower body and the main support rods, and the second auxiliary cross rod is arranged between at least two main support rods.
Optionally, two main supporting rods are provided, and an included angle between the two main supporting rods is 90 °.
Optionally, the first end of the main support rod is connected with the single-pipe tower body through a hoop, the hoop is clamped on the single-pipe tower body, the hoop is fixedly connected with a first gusset plate, the end portion of the first end of the main support rod is fixedly connected with a first inserting plate, and the first inserting plate is connected with the first gusset plate through a fastener.
Optionally, the connecting assembly includes a foundation slab and a foundation slab, which are fixedly connected together, the second end of the main supporting rod is connected with the foundation slab through a fastener, and the foundation slab is connected with the foundation through an embedded part.
Optionally, one end of the embedded part is inserted into the embedded part, the other end of the embedded part is provided with a positioning plate, and the foundation bottom plate is connected with the positioning plate through a fastening piece.
Optionally, the foundation bottom plate is provided with a reinforcing rib at a position where the foundation bottom plate is fixedly connected with the foundation bottom supporting plate.
Optionally, be connected through the staple bolt between first supplementary horizontal pole and the single-pipe tower body, the staple bolt is embraced the card on the single-pipe tower body, the first gusset plate of fixedly connected with on the staple bolt, the tip fixedly connected with second picture peg of the first end of first supplementary horizontal pole, the second picture peg passes through the fastener with first gusset plate and is connected, the tip fixedly connected with third picture peg of the second end of first supplementary horizontal pole, the lateral wall fixedly connected with second gusset plate of main stay bar, the third picture peg passes through the fastener with the second gusset plate and is connected.
Optionally, the end portion of the second auxiliary cross bar is fixedly connected with a fourth insertion plate, the side wall of the main supporting rod is fixedly connected with a third gusset plate, and the fourth insertion plate is connected with the third gusset plate through a fastener.
Optionally, the hoop is formed by connecting two or three arc-shaped steel plates through fasteners.
Optionally, the foundation is a prefabricated foundation or a cast-in-place foundation.
The utility model discloses a reinforcement type single tube communication tower, through two piece at least main stay bars of installation on the single tube tower body, and between single tube tower body and main stay bar, install first supplementary horizontal pole and the supplementary horizontal pole of second between two piece at least main stay bars respectively, can effectively improve this reinforcement type single tube communication tower's body of the tower global rigidity, stability and antidumping ability, and then promote its body of the tower bearing capacity, satisfy the demand that the operator sharing was built altogether.
Other features of the present invention and advantages thereof will become apparent from the following detailed description of exemplary embodiments of the invention, which proceeds with reference to the accompanying drawings.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate embodiments of the invention and together with the description, serve to explain the principles of the invention.
Fig. 1 is a schematic structural view of a reinforced single-tube communication tower according to the present invention;
fig. 2 is a schematic side view of the reinforced single-tube communication tower of the present invention;
fig. 3 is a schematic top view of the reinforced single-tube communication tower of the present invention;
fig. 4 is a schematic view illustrating the connection between the single-tube tower body and the main supporting rod in the reinforced single-tube communication tower of the present invention;
fig. 5 is a schematic view of a first structure of a hoop in a reinforced single-tube communication tower according to the present invention;
fig. 6 is a schematic diagram of a second structure of the hoop in the reinforced single-tube communication tower of the present invention;
fig. 7 is a schematic view illustrating the connection between the foundation slab and the foundation slab support plate in the reinforced single-tube communication tower of the present invention;
fig. 8 is a schematic structural diagram of a foundation slab in the reinforced single-tube communication tower of the present invention;
fig. 9 is a schematic view illustrating the connection between the main brace rod and the foundation bottom brace plate in the reinforced single-tube communication tower of the present invention;
fig. 10 is a schematic view illustrating a connection between a foundation slab and a foundation in a reinforced single-tube communication tower according to the present invention;
fig. 11 is a schematic view illustrating a connection between a first auxiliary cross bar and a single-pipe tower body in the reinforced single-pipe communication tower of the present invention;
fig. 12 is a schematic view illustrating a connection between a first auxiliary cross bar and a main support bar in a reinforced single-tube communication tower according to the present invention;
fig. 13 is the utility model relates to a horizontal pole is assisted with main stay's connection schematic diagram to second in reinforcement type single tube communication tower.
Detailed Description
Various exemplary embodiments of the present invention will now be described in detail with reference to the accompanying drawings. It should be noted that: unless specifically stated otherwise, the relative arrangement of the components and steps, the numerical expressions, and numerical values set forth in these embodiments do not limit the scope of the present invention.
The following description of at least one exemplary embodiment is merely illustrative in nature and is in no way intended to limit the invention, its application, or uses.
Techniques, methods, and apparatus known to those of ordinary skill in the relevant art may not be discussed in detail but are intended to be part of the specification where appropriate.
In all examples shown and discussed herein, any particular value should be construed as merely illustrative, and not limiting. Thus, other examples of the exemplary embodiments may have different values.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, further discussion thereof is not required in subsequent figures.
Referring to fig. 1-3, the utility model provides a reinforced type single tube communication tower is provided. The reinforced single-tube communication tower comprises a single-tube tower body 1, a foundation 16 and main supporting rods 2, wherein the foundation 16 is fixedly arranged on the ground, the number of the main supporting rods 2 is at least two, the first ends of the main supporting rods 2 are connected with the single-tube tower body 1, and the second ends of the main supporting rods 2 are connected with the foundation through connecting components; the tower crane further comprises a first auxiliary cross bar 3 and a second auxiliary cross bar 4, wherein the first auxiliary cross bar 3 is arranged between the single-tube tower body 1 and the main supporting rods 2, and the second auxiliary cross bar 4 is arranged between at least two main supporting rods 2.
The single-tube communication tower in the prior art has insufficient bearing capacity and cannot be used for hanging antennas of three operators simultaneously. The utility model discloses a reinforcement type single tube communication tower is through two piece at least main support rods 2 of specific high department installation at single tube tower body 1, and between single tube tower body 1 and main support rod 2, install first supplementary horizontal pole 3 and the supplementary horizontal pole 4 of second between two piece at least main support rods 2 respectively, can effectively improve this reinforcement type single tube communication tower's body of the tower bulk rigidity, stability and antidumping ability, and then promote its body of the tower bearing capacity, satisfy the demand that the operator shared is built altogether. The sectional form and the sectional size of the main supporting rod 2, the installation height of the main supporting rod 2 on the single-tube tower body 1 and the included angle between the main supporting rod 2 and the horizontal ground can be analyzed, calculated and determined according to a specific tower type building model, and finally the purpose that all parts can be optimally utilized is achieved. The sectional forms and the sectional sizes of the first auxiliary cross rod 3 and the second auxiliary cross rod 4 are comprehensively determined according to factors such as modeling calculation results and construction process requirements, so that the materials are optimally utilized.
In one embodiment, two main supporting rods 2 are provided, and the included angle between the two main supporting rods 2 is 90 °. Two mutually perpendicular main support rods 2 are arranged, so that a favorable reinforcing effect can be achieved by the minimum main support rods. If only one main support rod is arranged, the structure of the single-pipe communication tower is asymmetric and unstable; if more than two main support rods are arranged, the installation steps are complicated, and the consumption of manpower and material resources is large. Therefore, the utility model discloses set up two mutually perpendicular's main stay bar 2, can guarantee the steadiness of single tube communication tower, can practice thrift installation cost again.
Referring to fig. 4-6, in one embodiment, the first end of the main supporting rod 2 is connected to the single-tube tower body 1 through a hoop 5, the hoop 5 is composed of two arc-shaped steel plates (shown in fig. 5) or three arc-shaped steel plates (shown in fig. 6), and the hoop 5 is clamped on the single-tube tower body 1 and fastened through a fastener (e.g., a bolt), so that the flexible installation effect at different cross-sectional sizes of the tower body can be achieved. The hoop 5 is fixedly connected with a first gusset plate 6, the first gusset plate 6 is welded on the hoop 5 in advance according to the installation angle reservation of the main supporting rod 2, the end part of the first end of the main supporting rod 2 is fixedly connected with a first inserting plate 7, specifically, a groove can be formed in the end part of the first end of the main supporting rod 2, then the first inserting plate 7 is welded in the groove, and the first inserting plate 7 is connected with the first gusset plate 6 through a fastener (for example, a bolt).
In one embodiment, referring to fig. 7 and 8, the connecting assembly includes a base bottom plate 8 and a base bottom plate 9 fixedly connected (e.g., welded) together, and reinforcing ribs 81 are welded to the base bottom plate 8 at the position where the base bottom plate 9 is welded, so as to ensure the overall rigidity of the connection between the base bottom plate 8 and the base bottom plate 9. Referring to fig. 9, the second end of the main supporting rod 2 is connected with the foundation bottom plate 9 through a fastener (e.g., a bolt), specifically, the end of the second end of the main supporting rod 2 is provided with a groove, the groove is also welded with the first inserting plate 7, and then the first inserting plate 7 is connected with the foundation bottom plate 9 through a fastener (e.g., a bolt).
Referring to fig. 10, the foundation bedplate 8 is connected to the foundation 16 by embedment 10. One end of the embedded part 10 is inserted into the embedded foundation, the other end of the embedded part 10 is provided with a positioning plate 101, the foundation slab 8 is connected with the positioning plate 101 through a fastener (for example, a bolt), and the positioning plate 101 can conveniently and accurately position and install the foundation slab 8. The foundation 16 can be in a form of a cast-in-place foundation or a prefabricated foundation according to a specific construction scene; the construction period can be effectively accelerated when the prefabricated foundation is adopted, the prefabricated foundation can be in a square shape, a cuboid shape, a cylinder shape and the like, the buried depth can be below the ground or directly fixed on the ground according to an actual scene, the size of the foundation is determined according to stress calculation, and the safety and the good reinforcement effect of the whole structure are guaranteed.
Referring to fig. 11, in one embodiment, the first auxiliary cross bar 3 is connected to the single-tube tower body 1 through a hoop 5, the hoop 5 is clamped on the single-tube tower body 1 and fastened through a fastener (e.g., a bolt), the hoop 5 is fixedly connected (e.g., welded) with a first gusset plate 6, an end of the first auxiliary cross bar 3 is fixedly connected with a second insert plate 11, specifically, a groove may be formed at an end of the first auxiliary cross bar 3, then the second insert plate 11 is welded in the groove, and the second insert plate 11 is connected to the first gusset plate 6 through a fastener (e.g., a bolt); referring to fig. 12, a third insert plate 12 is fixedly connected to an end portion of the second end of the first auxiliary crossbar 3, and specifically, a groove may be formed in the end portion of the second end of the first auxiliary crossbar 3, and then the third insert plate 12 is welded in the groove, a second gusset plate 13 is fixedly connected (e.g., welded) to a side wall of the main supporting rod 2, and the third insert plate 12 and the second gusset plate 13 are connected by a fastener (e.g., a bolt).
Referring to fig. 13, in one embodiment, a fourth insert plate 14 is fixedly connected to an end portion of the second auxiliary crossbar 4, specifically, a groove may be formed in the end portion of the second auxiliary crossbar 4, the fourth insert plate 14 is welded in the groove, a third node plate 15 is fixedly connected (e.g., welded) to a side wall of the main supporting rod 2, and the fourth insert plate 14 and the third node plate 15 are connected by a fastener (e.g., a bolt).
Although certain specific embodiments of the present invention have been described in detail by way of example, it should be understood by those skilled in the art that the foregoing examples are for purposes of illustration only and are not intended to limit the scope of the invention. It will be appreciated by those skilled in the art that modifications may be made to the above embodiments without departing from the scope and spirit of the invention. The scope of the invention is defined by the appended claims.
Claims (10)
1. A ruggedized single-tube communication tower, comprising:
a single-tube column body (1);
the foundation is fixedly arranged on the ground;
the single-tube tower comprises main supporting rods (2), wherein at least two main supporting rods (2) are arranged, the first ends of the main supporting rods (2) are connected with a single-tube tower body (1), and the second ends of the main supporting rods (2) are connected with a foundation through connecting components;
the single-tube tower comprises a first auxiliary cross bar (3) and a second auxiliary cross bar (4), wherein the first auxiliary cross bar (3) is arranged between the single-tube tower body (1) and the main supporting rods (2), and the second auxiliary cross bar (4) is arranged between at least two main supporting rods (2).
2. Reinforced single pipe communication tower according to claim 1, wherein two main struts (2) are provided, and the angle between the two main struts (2) is 90 °.
3. The reinforced single-pipe communication tower of claim 1, wherein the first end of the main supporting rod (2) is connected with the single-pipe tower body (1) through a hoop (5), the hoop is clamped on the single-pipe tower body (1), the hoop (5) is fixedly connected with a first gusset plate (6), the end of the first end of the main supporting rod (2) is fixedly connected with a first inserting plate (7), and the first inserting plate (7) is connected with the first gusset plate (6) through a fastener.
4. Reinforced single-pipe communication tower according to any one of claims 1 to 3, wherein the connection assembly comprises a foundation bedplate (8) and a foundation bedplate (9) fixedly connected together, the second ends of the main support rods (2) are connected with the foundation bedplate (9) by fasteners, and the foundation bedplate (8) is connected with the foundation by embedments (10).
5. The reinforced single-pipe communication tower of claim 4, wherein one end of the embedded part (10) is inserted into a foundation, the other end of the embedded part (10) is provided with a positioning plate (101), and the foundation bottom plate (8) is connected with the positioning plate (101) through a fastener.
6. Reinforced single-tube communication tower according to claim 4, wherein the base bottom plate (8) has reinforcing ribs (81) at the positions where the base bottom support plates (9) are fixedly connected.
7. The reinforced single-pipe communication tower as claimed in claim 1, wherein the first auxiliary cross bar (3) is connected with the single-pipe tower body (1) through a hoop (5), the hoop is clamped on the single-pipe tower body (1), the hoop (5) is fixedly connected with a first gusset plate (6), the end of the first auxiliary cross bar (3) is fixedly connected with a second inserting plate (11), and the second inserting plate (11) is connected with the first gusset plate (6) through a fastener; the end part of the second end of the first auxiliary cross rod (3) is fixedly connected with a third inserting plate (12), the side wall of the main supporting rod (2) is fixedly connected with a second gusset plate (13), and the third inserting plate (12) is connected with the second gusset plate (13) through a fastener.
8. The reinforced single-tube communication tower according to claim 1, wherein a fourth insertion plate (14) is fixedly connected to the end of the second auxiliary cross bar (4), a third node plate (15) is fixedly connected to the side wall of the main supporting rod (2), and the fourth insertion plate (14) and the third node plate (15) are connected through a fastener.
9. The reinforced single-pipe communication tower according to claim 3 or 7, wherein the anchor ear (5) is formed by connecting two or three arc-shaped steel plates through fasteners.
10. The ruggedized single tube communication tower of claim 1, wherein the foundation is a prefabricated foundation or a cast-in-place foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920856834.0U CN210370121U (en) | 2019-06-06 | 2019-06-06 | Reinforced single-tube communication tower |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920856834.0U CN210370121U (en) | 2019-06-06 | 2019-06-06 | Reinforced single-tube communication tower |
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| CN210370121U true CN210370121U (en) | 2020-04-21 |
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| CN201920856834.0U Active CN210370121U (en) | 2019-06-06 | 2019-06-06 | Reinforced single-tube communication tower |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117552677A (en) * | 2024-01-10 | 2024-02-13 | 长城鑫瑞鑫通讯设备集团有限公司 | Safety communication iron tower |
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2019
- 2019-06-06 CN CN201920856834.0U patent/CN210370121U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117552677A (en) * | 2024-01-10 | 2024-02-13 | 长城鑫瑞鑫通讯设备集团有限公司 | Safety communication iron tower |
| CN117552677B (en) * | 2024-01-10 | 2024-03-22 | 长城鑫瑞鑫通讯设备集团有限公司 | Safety communication iron tower |
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