CN217925180U - Supporting structure of high-performance annular concrete communication tower - Google Patents
Supporting structure of high-performance annular concrete communication tower Download PDFInfo
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- CN217925180U CN217925180U CN202221940860.XU CN202221940860U CN217925180U CN 217925180 U CN217925180 U CN 217925180U CN 202221940860 U CN202221940860 U CN 202221940860U CN 217925180 U CN217925180 U CN 217925180U
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- rod body
- rod
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- embedded
- annular concrete
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- 238000004891 communication Methods 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 4
- 238000010030 laminating Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 12
- 241000282326 Felis catus Species 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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Abstract
The utility model discloses a support structure of a high-performance annular concrete communication tower, which is used for installing an external load component on the tower, wherein the tower comprises a rod body and a plurality of steel bars arranged in the rod body; the supporting structure comprises an embedded part which is embedded in the rod body and fixed with at least one steel bar, and the embedded part is provided with a threaded hole extending along the radial direction of the rod body; the screw hole and the external intercommunication of built-in fitting, under the user state, the external part of carrying passes through bolt cooperation screw hole and installs on the body of rod, the utility model discloses utilize bolt and pre-buried screw hole combination at the inside built-in fitting of the body of rod to fix the external part of carrying on the body of rod, replaced traditional staple bolt and carried the mode that the part was fixed to the external, improved communication tower's aesthetic property when saving mounting material.
Description
Technical Field
The utility model relates to a bearing structure technical field especially relates to a bearing structure of high performance annular concrete communication shaft tower.
Background
When fixed cat ladder, foot nail and some lighting apparatus on concrete pole tower, need use annular staple bolt cover to establish the outside at the shaft tower usually, then fix lighting apparatus such as cat ladder, foot nail.
As shown in fig. 1, the anchor ear is installed on the conventional concrete pole tower 5, and at this time, the anchor ear is divided into a first anchor ear 61 and a second anchor ear 62, the first anchor ear 61 and the second anchor ear 62 are folded and sleeved on the outer side of the concrete pole tower, and then the first anchor ear 61 and the second anchor ear 62 are pre-tightened by using the bolt assembly 7, so that the first anchor ear 61 and the second anchor ear 62 are held on the concrete pole tower 5, and at this time, the ladder and the lighting tool are fixed on the anchor ear. The staple bolt need be fixed in the outside of concrete pole tower when using, influences the aesthetic property of shaft tower. When needs install multiple instrument on the shaft tower, need utilize a large amount of staple bolts structures this moment, extravagant a large amount of materials this moment, staple bolt and instrument need utilize multiunit bolt structure when installing on concrete pole tower 5, and traditional staple bolt mounting means is comparatively complicated, and the cost is higher. Therefore, how to design a communication tower supporting structure which can be installed quickly and does not affect the aesthetic property of a concrete tower becomes a technical problem to be solved urgently by those skilled in the art.
SUMMERY OF THE UTILITY MODEL
In order to solve at least one technical problem who mentions among the background art, the utility model aims to provide a communication tower's bearing structure, influence the problem of pleasing to the eye degree and the extravagant material of installation in solving traditional staple bolt mounting means.
In order to achieve the above purpose, the utility model provides a following technical scheme:
a supporting structure of a high-performance annular concrete communication tower is used for installing an external load component on the tower, and the tower comprises a rod body and a plurality of reinforcing steel bars arranged in the rod body; the supporting structure comprises an embedded part which is embedded in the rod body and fixed with at least one steel bar, and the embedded part is provided with a threaded hole extending along the radial direction of the rod body; the threaded holes of the embedded parts are communicated with the outside, and in a use state, the external loading part is installed on the rod body through the matching of the bolts and the threaded holes.
Further, the supporting mechanism further comprises a rubber plug, and the rubber plug is used for filling the threaded hole.
Furthermore, the distance between one end of the embedded part far away from the axis of the rod body and the outer wall of the rod body is 1-5 mm.
Furthermore, the cross section of the rod body is circular, and one side of the embedded part, which is close to the axis of the rod body, extends out of the inner wall of the rod body.
Furthermore, the embedded part is welded and fixed with the steel bar.
Further, the external loading component comprises a supporting part, the supporting part is provided with a through hole, and the bolt penetrates through the through hole and is in threaded connection with the threaded hole so as to realize connection of the supporting part and the rod body.
Furthermore, a lateral wall of supporting part is the arcwall face, the arcwall face with the outer wall laminating of the body of rod.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses a replace traditional staple bolt with pre-buried built-in fitting in the body of rod, then utilize bolt and the screw hole cooperation of built-in fitting, fix the external load part in the outside of the body of rod, and then can realize the installation of external load part, because the built-in fitting is pre-buried inside the body of rod, and then the outside of the body of rod has left out the installation of staple bolt, has improved the aesthetic property of the body of rod, replace the use of staple bolt through the built-in fitting, omit the step of utilizing multiunit bolt to install the staple bolt on the body of rod, improved the installation rate of auxiliary assembly, the cost of installation simultaneously; because the embedded part is fixed on the reinforcing steel bar, the stability of the embedded part is further enhanced.
Drawings
FIG. 1 is a schematic view of a fixing manner of a hoop;
FIG. 2 is a schematic view of the overall structure of the present invention;
FIG. 3 is an exploded view of the present invention;
FIG. 4 is an enlarged schematic view of A in FIG. 2;
fig. 5 is a first angular cross-sectional view of the present invention;
fig. 6 is a second angular cross-sectional view of the present invention;
fig. 7 is a schematic view of the lever body in a state where the external member is not mounted.
In the figure: 1. a rod body; 11. reinforcing steel bars; 21. embedding parts; 211. a threaded hole; 22. a bolt; 3. a support portion; 31. an arc-shaped surface; 32. a plane; 4. an external load member; 5. a concrete pole tower; 61. a first hoop; 62. a second hoop; 7. a bolt assembly; 8. and a rubber plug.
Detailed Description
The technical solutions in the embodiments of the present invention will be described below clearly and completely, and it should be apparent that the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
Referring to fig. 2 to 7, the present embodiment provides a support structure of a high-performance annular concrete communication tower, the support structure is mainly used for mounting an external load component 4 on a rod body 1 of the communication tower, wherein the external load component may be a ladder, a foot nail, a lamp, or the like, and in the present embodiment, as shown in fig. 2, a situation that the external load component employs the ladder is shown. The problem of traditional staple bolt mounting means influence the pleasing to the eye degree of communication tower is solved, the extravagant material of staple bolt installation problem is solved simultaneously.
As shown in fig. 3, a plurality of steel bars 11 located in the rod body 1 are arranged in the rod body 1, wherein the support structure includes an embedded part 21 embedded in the rod body 1, the embedded part 21 is fixedly connected with the steel bars 11, in this embodiment, the rod body 1 is of a concrete structure, in a conventional concrete rod body, in a preparation process, a steel framework needs to be placed in a steel mold, then concrete is poured into the steel mold, and finally, the steel mold is centrifuged, so that the concrete inside the steel mold forms a hollow rod body structure, in this process, in order to embed the embedded part 21 in the rod body 1, in this embodiment, as shown in fig. 6, the embedded part 21 and the steel bars 11 are fixed by welding, meanwhile, the welding mode improves the stability of the embedded part 21, and can prevent the embedded part 21 from being separated from the rod body 1, wherein the embedded part 21 includes a threaded hole 211, the threaded hole 211 is arranged along a radial direction of the rod body 1, the threaded hole 211 is communicated with the outside, and in a use state, the external load component 4 is installed on the rod body by matching the threaded hole 211 through a bolt 22.
Because steel framework places inside the steel mould, when the built-in fitting 21 is pre-buried in the body of rod, the steel mould can not be worn out to the tip of built-in fitting 21, if do not handle the screw hole 211 of built-in fitting 21, the concrete among the centrifugal process gets into in the screw hole 211 of built-in fitting 21 easily this moment, and then blocks up screw hole 211, in order to prevent the emergence of this situation, in this embodiment, as shown in fig. 7, the screw hole 211 intussuseption of built-in fitting 21 is filled with rubber buffer 8, and then protects the screw hole 211 of built-in fitting 21.
Since the embedded part 21 is embedded in the rod body 1, in order to easily find the position of the embedded part 21 from the outside of the rod body 1, in this embodiment, as shown in fig. 7, one end of the embedded part 21, which is far away from the axis of the rod body 1, is 2mm away from the outer wall of the rod body 1, and at this time, a mark of the embedded part 21 is formed on the outer wall of the rod body 1 after centrifugal molding, so as to conveniently find the position of the embedded part 21 on the rod body 1;
under the user state, need clear up the rubber buffer 8 in the inside screw hole 211 of built-in fitting 21 this moment, in order to realize the separation of rubber buffer 8 and built-in fitting 21, in this embodiment, as shown in fig. 7, the transversal annular of personally submitting of the body of rod 1, the built-in fitting 21 is close to the one end in the body of rod 1 axle center runs through out the inner wall of the body of rod 1 when needs use built-in fitting 21, exerts one to the inboard thrust of the body of rod 1 to the seal of built-in fitting 21 department on the outer wall of the body of rod, and then ejecting rubber buffer 8 from built-in fitting 21, make things convenient for the use of built-in fitting 21.
In the present embodiment, as shown in fig. 2 and 4, the external carrying member 4 includes a supporting portion 3, the supporting portion 3 has a through hole, and the bolt 22 is threaded through the through hole and the threaded hole 211 to connect the supporting portion 3 and the rod body.
In this embodiment, as shown in fig. 5, a ladder stand is used as the external carrying member.
Specifically, the method comprises the following steps: utilize bolt 22 to cooperate the use with pre-buried built-in fitting 21 inside the body of rod 1, and then fix supporting part 3 and external load part 4 in the outside of the body of rod 1, the appurtenance's of being convenient for installation, simultaneously because the built-in fitting 21 is pre-buried in the body of rod 1, traditional staple bolt mounting means has been replaced, the aesthetic property of appurtenance installation on the body of rod 1 has been improved, in the traditional mode, the staple bolt need encircle in the outside of concrete pole tower 5, for this scheme, a large amount of metal material of traditional staple bolt installation use, cause the installation cost higher.
In the present embodiment, as shown in fig. 3, one end of the support portion 3 is welded to the external load member 4.
Because the body of rod 1 outer wall of concrete preparation is the arcwall face, in order to strengthen the installation intensity of supporting part 3 and the body of rod 1, in this embodiment, as shown in fig. 4, supporting part 3 is close to a lateral wall of the body of rod 1 is arcwall face 31, keeps away from a lateral wall of the body of rod 1 is plane 32, the end of bolt 22 is hexagon bolt, arcwall face 31 with the outer wall of the body of rod 1 offsets, bolt 22's end with plane 32 offsets, has increaseed the area of contact of supporting part 3 with the body of rod 1 outer wall, bolt 22's end offsets with plane 32 completely, has improved the area of contact of bolt 22 with supporting part 3, and then has strengthened the stability of supporting part 3 installation.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Claims (7)
1. A supporting structure of a high-performance annular concrete communication tower is used for installing an external load component (4) on the tower, and the tower comprises a rod body (1) and a plurality of reinforcing steel bars (11) arranged in the rod body (1); the method is characterized in that: the supporting structure comprises an embedded part (21) which is embedded in the rod body (1) and fixed with at least one steel bar (11), and the embedded part (21) is provided with a threaded hole (211) which extends along the radial direction of the rod body (1); the threaded holes (211) of the embedded parts (21) are communicated with the outside, and in a use state, the external load part (4) is installed on the rod body (1) through the matching of the bolts (22) and the threaded holes (211).
2. The support structure of the high-performance annular concrete communication tower as claimed in claim 1, wherein: the supporting structure further comprises a rubber plug (8), and the rubber plug (8) is used for filling the threaded hole (211).
3. The support structure of a high performance annular concrete telecommunication tower as claimed in claim 1, wherein: the distance between one end of the embedded part (21) far away from the axis of the rod body (1) and the outer wall of the rod body (1) is 1-5 mm.
4. The support structure of the high-performance annular concrete communication tower as claimed in claim 3, wherein: the cross section of the rod body (1) is circular, and one side of the embedded part (21) close to the axis of the rod body (1) extends out of the inner wall of the rod body (1).
5. The support structure of the high-performance annular concrete communication tower as claimed in claim 1, wherein: the embedded part (21) is welded and fixed with the steel bar (11).
6. The support structure of a high performance annular concrete telecommunication tower as claimed in claim 1, wherein: the external loading component (4) comprises a supporting part (3), the supporting part (3) is provided with a through hole, and the bolt (22) penetrates through the through hole to be in threaded connection with the threaded hole (211) so as to realize the connection of the supporting part (3) and the rod body (1).
7. The support structure of the high-performance annular concrete communication tower as claimed in claim 6, wherein: one lateral wall of supporting part (3) is arcwall face (31), arcwall face (31) with the outer wall laminating of the body of rod (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221940860.XU CN217925180U (en) | 2022-07-26 | 2022-07-26 | Supporting structure of high-performance annular concrete communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221940860.XU CN217925180U (en) | 2022-07-26 | 2022-07-26 | Supporting structure of high-performance annular concrete communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217925180U true CN217925180U (en) | 2022-11-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221940860.XU Active CN217925180U (en) | 2022-07-26 | 2022-07-26 | Supporting structure of high-performance annular concrete communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217925180U (en) |
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2022
- 2022-07-26 CN CN202221940860.XU patent/CN217925180U/en active Active
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