Steel tube reinforcing structure of cement pole tower
By wrapping steel pipe tower mechanisms and forked beam support structures around cement towers, the structural weakening problem caused by dynamic loads in cement towers was solved, achieving both structural enhancement and cost reduction.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- INNER MONGOLIA BEILIANDIAN GAOTOUYAO MINING INDUSTRY CO LTD
- Filing Date
- 2025-05-09
- Publication Date
- 2026-04-21
AI Technical Summary
Cement towers are prone to cracking and breakage due to dynamic loads such as wind vibration, icing loads and seismic action during long-term use, and replacement costs are high.
The steel pipe tower structure is combined with the forked beam structure and the support structure. The main pole is wrapped around the original cement tower and the chassis is used to prevent settlement. The forked beam structure improves the structural strength and the support structure provides double support to avoid tilting and settlement.
This enhances the structural strength of the cement towers, prevents breakage, reduces replacement costs, and ensures the safety and reliability of the lines.
Smart Images
Figure CN224149267U_ABST
Abstract
Description
Technical Field
[0001] This utility model belongs to the field of power facility technology, specifically relating to the steel pipe reinforcement structure for cement poles and towers. Background Technology
[0002] As a key infrastructure for power transmission and communication networks, the performance of cement towers directly affects the stable operation of the power grid and the continuous transmission of communication signals. With the expansion of the power grid and the rapid development of communication technology, cement towers face higher performance requirements. During use, cement towers are subjected to dynamic loads such as wind vibration, conductor tension, icing loads and seismic forces over a long period of time, making their structural safety crucial.
[0003] However, the existing cement poles are exposed to wind, sun and rain during use, and their strength weakens over time, and cracks may even appear, making them prone to breakage. Replacing cement poles also involves land acquisition or compensation to villagers, increasing replacement costs and causing considerable inconvenience to users. Therefore, the applicant proposes a steel pipe reinforcement structure for cement poles to solve the above problems. Utility Model Content
[0004] The purpose of this utility model is to provide a steel pipe reinforcement structure for cement poles. By vertically dividing the main pole into two parts, it can be wrapped around the original cement pole and fixed with bolts. By installing an anti-settlement chassis at the bottom of the main pole, the settlement or tilting of a single cement pole is avoided. With the dual support of the fork beam mechanism and the support mechanism, the structural strength can be effectively improved, making it more solid and durable, reducing the occurrence of shaking, and ensuring the safety and reliability of the line.
[0005] To achieve the above objectives, this utility model provides the following technical solution:
[0006] The steel pipe reinforcement structure for cement towers includes:
[0007] The steel pipe tower mechanism and the fork beam mechanism and support mechanism respectively assembled on the steel pipe tower mechanism;
[0008] The steel pipe tower mechanism includes a main rod, and a base is fixedly installed at the bottom of the main rod;
[0009] The fork beam mechanism includes a connecting seat and a clamp seat fixedly installed on the main rod, and a beam is fixedly installed between the clamp seat and the connecting seat;
[0010] The support mechanism includes a channel steel beam fixedly installed at the front and rear ends of the main rod and a second clamp ring fixedly installed around the main rod. A steel plate is fixedly installed on the top of the channel steel beam, and a support rod is fixedly installed between the steel plate and the second clamp ring.
[0011] Preferably, fixing seats are fixedly installed on both sides of the main rod, and the fixing seats are fixed together by a first fixing bolt.
[0012] Preferably, the clamp seat is fixedly installed to the main rod by a clamp ring, and reinforcing strips are fixedly installed between the beams.
[0013] Preferably, the channel steel beam and the main rod are fixedly installed together by a first clamp ring, and the first clamp rings are fixed together by a second fixing bolt.
[0014] Preferably, the support rod is fixedly installed to the steel plate via a first hinge seat, and the support rod is fixedly installed to the second clamping ring via a second hinge seat.
[0015] Preferably, the second clamp rings are fixed together by a third fixing bolt, and the second clamp rings are fixedly installed between the second hinge seat and the second clamp ring.
[0016] Preferably, a hanger is fixedly installed between the main rods, and the hanger is located at the top of the fork beam mechanism.
[0017] Compared with the prior art, the beneficial effects of this utility model are:
[0018] (1) This utility model is equipped with a steel pipe tower mechanism, which can vertically divide the main pole into two parts and wrap it around the original cement tower for fixation. This can protect the original cement tower and reduce the cracking caused by wind, sun and rain. It can also prevent the cement pole from breaking. By installing an anti-settlement base at the bottom of the main pole, it can prevent the settlement or tilting of a single cement tower. It can also be easily reinforced on the basis of the original cement tower without incurring land acquisition or compensation costs.
[0019] (2) The present invention is equipped with a fork beam mechanism and a support mechanism that work together. The fork beam mechanism can improve the structural strength between the main poles, making it less likely for the main poles to sway. The support mechanism can support the main poles around them, and the channel steel beam can be attached to the ground for limiting support. This can achieve double support for the main poles, effectively improving the structural strength, making them more solid and durable, and ensuring the safety and reliability of the line. Attached Figure Description
[0020] Figure 1 This is a schematic diagram of the overall structure of this utility model;
[0021] Figure 2 This is a schematic diagram of the steel pipe tower mechanism of this utility model;
[0022] Figure 3 This is a schematic diagram of the main rod structure of this utility model;
[0023] Figure 4 This is a schematic diagram of the fork beam mechanism of this utility model;
[0024] Figure 5 This is a schematic diagram of the clamp seat structure of this utility model;
[0025] Figure 6 This is a schematic diagram of the support mechanism structure of this utility model;
[0026] Figure 7 This is a schematic diagram of the channel steel beam structure of this utility model;
[0027] In the diagram: 1. Steel pipe tower mechanism; 11. Main pole; 12. Hanger; 13. Chassis; 14. Fixed seat; 15. First fixing bolt; 2. Fork beam mechanism; 21. Clamp seat; 22. Clamp ring; 23. Beam body; 24. Reinforcing strip; 25. Connecting seat; 3. Support mechanism; 31. Channel steel beam; 32. First clamp ring; 33. Second fixing bolt; 34. Steel plate; 35. First hinge seat; 36. Support rod; 37. Second clamp ring; 38. Second hinge seat; 39. Third fixing bolt. Detailed Implementation
[0028] The technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.
[0029] In the description of this utility model, it should be noted that the terms "upper," "lower," "inner," "outer," "front end," "rear end," "both ends," "one end," and "the other end," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. In addition, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.
[0030] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installed," "equipped with," and "connected," etc., should be interpreted broadly. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be a connection within two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.
[0031] Example 1:
[0032] Please see Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 , Figure 6 and Figure 7 As shown, the steel pipe reinforcement structure for cement towers includes:
[0033] The steel pipe tower mechanism 1, the fork beam mechanism 2 and the support mechanism 3 respectively assembled on the steel pipe tower mechanism 1;
[0034] The steel pipe tower mechanism 1 includes a main rod 11, and a base plate 13 is fixedly installed at the bottom of the main rod 11;
[0035] The fork beam mechanism 2 includes a connecting seat 25 and a clamp seat 21 fixedly installed on the main rod 11. A beam body 23 is fixedly installed between the clamp seat 21 and the connecting seat 25.
[0036] The support mechanism 3 includes a channel steel beam 31 fixedly installed at the front and rear ends of the main rod 11 and a second clamp ring 37 fixedly installed on the periphery of the main rod 11. A steel plate 34 is fixedly installed on the top of the channel steel beam 31, and a support rod 36 is fixedly installed between the steel plate 34 and the second clamp ring 37.
[0037] As can be seen from the above, by wrapping the two main poles 11 around the original cement tower for fixation during use, the original cement tower can be protected, reducing the cracks caused by wind, sun and rain, and preventing the cement pole from breaking. By pre-burying the base plate 13 underground, the bottom of the main pole 11 can be supported, which can prevent the single cement tower from settling or tilting.
[0038] The clamp 21 can be fixed to the main pole 11. The beam 23 can improve the structural strength between the main poles 11, making it less likely for the main poles 11 to shake and displace. By fixing the channel steel beam 31 to the main pole 11, the steel plate 34 can be used to fix the channel steel beam 31 together, forming a support platform effect, which can be attached to the ground to provide support. The support rods 36 are distributed around the main pole 11, which can provide all-round support for the main pole 11, ensuring the support strength at the bottom of the main pole 11 and making it less likely for the main pole 11 to tilt. The support mechanism 3 and the fork beam mechanism 2 can form a double reinforcement effect on the main pole 11, which can effectively improve the structural strength, make it more solid and durable, and ensure the safety and reliability of the line.
[0039] Depend on Figure 3 It can be seen that fixed seats 14 are fixedly installed on both sides of the main rod 11, and the fixed seats 14 are fixed together by the first fixing bolt 15.
[0040] As can be seen from the above, by using the first fixing bolt 15, the fixing seat 14 can be easily closed, so that the main pole 11 can be tightly wrapped around the surface of the original cement tower and is not easy to loosen.
[0041] For details, please refer to Figure 4 and Figure 5 As shown, the clamp seat 21 is fixedly installed to the main rod 11 by the clamp ring 22, and the beam bodies 23 are fixedly installed with reinforcing strips 24.
[0042] As can be seen from the above, by fitting the clamp ring 22 around the main rod 11, a ring structure can be formed with the clamp seat 21, which can easily fix the clamp seat 21 to the surface of the main rod 11 and prevent it from falling off. The reinforcing strip 24 can improve the structural strength between the beams 23 and improve the reinforcement effect of the main rod 11.
[0043] For details, please refer to Figure 7 As shown, the channel steel beam 31 is fixedly installed to the main rod 11 by the first clamp ring 32, and the first clamp ring 32 is fixed to each other by the second fixing bolt 33.
[0044] As can be seen from the above, by attaching the first clamp ring 32 to the surface of the main rod 11, the second fixing bolt 33 can drive the first clamp ring 32 to close, which can conveniently squeeze the main rod 11 and fix the channel steel beam 31 to the main rod 11 to prevent it from falling off.
[0045] Example 2:
[0046] refer to Figure 6 As shown, the support rod 36 is fixedly installed with the steel plate 34 through the first hinge seat 35, and the support rod 36 is fixedly installed with the second clamp ring 37 through the second hinge seat 38.
[0047] As can be seen from the above, through the cooperation between the first hinge seat 35 and the second hinge seat 38, the support rod 36 can be rotated, and the support rod 36 can be adjusted to the corresponding tilt angle according to the height of the second clamp ring 37.
[0048] refer to Figure 5 As shown, the second clamp rings 37 are fixed together by the third fixing bolt 39, and the second clamp rings 37 are fixedly installed with the second hinge seat 38.
[0049] As can be seen from the above, the third fixing bolt 39 can drive the second clamp ring 37 to close, which can easily fix the second clamp ring 37 tightly to the surface of the main rod 11. The second clamp ring 37 can provide support for the second hinge seat 38, which can easily fix the support rod 36, so that the support rod 36 can provide tilt support for the main rod 11.
[0050] refer to Figure 2 As shown, a hanger 12 is fixedly installed between the main rods 11, and the hanger 12 is located at the top of the fork beam mechanism 2.
[0051] As can be seen from the above, the hanger 12 can be used to easily install the power equipment required for power transmission, and to ensure that the power line can operate normally.
[0052] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A reinforced structure of a steel pipe of a cement pole tower, characterized by, include: The steel pipe tower mechanism (1) and the fork beam mechanism (2) and the support mechanism (3) respectively assembled on the steel pipe tower mechanism (1); The steel pipe tower mechanism (1) includes a main rod (11), and a base plate (13) is fixedly installed at the bottom of the main rod (11); The fork beam mechanism (2) includes a connecting seat (25) and a clamp seat (21) fixedly installed on the main rod (11). A beam body (23) is fixedly installed between the clamp seat (21) and the connecting seat (25). The support mechanism (3) includes a channel steel beam (31) fixedly installed at the front and rear ends of the main rod (11) and a second clamp ring (37) fixedly installed on the periphery of the main rod (11). A steel plate (34) is fixedly installed on the top of the channel steel beam (31), and a support rod (36) is fixedly installed between the steel plate (34) and the second clamp ring (37).
2. The reinforced structure of claim 1, wherein: The main rod (11) is fixedly installed on both sides with fixing seats (14), and the fixing seats (14) are fixed together by a first fixing bolt (15).
3. The reinforced structure of claim 1, wherein: The clamp seat (21) is fixedly installed to the main rod (11) by clamp ring (22), and the beams (23) are fixedly installed with reinforcing strips (24).
4. The reinforced structure of claim 1, wherein: The channel steel beam (31) and the main rod (11) are fixedly installed together by a first clamp ring (32), and the first clamp rings (32) are fixed together by a second fixing bolt (33).
5. The reinforced structure of claim 1, wherein: The support rod (36) is fixedly installed with the steel plate (34) through the first hinge seat (35), and the support rod (36) is fixedly installed with the second clamp ring (37) through the second hinge seat (38).
6. The reinforced structure of claim 5, wherein: The second clamp rings (37) are fixed together by a third fixing bolt (39), and the second clamp rings (37) are fixedly installed with the second hinge seat (38).
7. The reinforced structure of claim 1, wherein: A hanger (12) is fixedly installed between the main rods (11), and the hanger (12) is located at the top of the fork beam mechanism (2).