Concrete pole with good stability
By setting spiral guide grooves and internal reinforcement components on the outer surface of cement poles, combined with fastening and support components, the structural strength and support force of cement poles are enhanced, solving the stability problem of cement poles under wind and external impact, and improving the poles' compressive strength, bending resistance and safety.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- SHANDONG SHENGHUI ELECTRIC POWER EQUIPMENT CO LTD
- Filing Date
- 2025-05-06
- Publication Date
- 2026-05-19
AI Technical Summary
Existing concrete utility poles are prone to tilting or collapsing when subjected to wind and external impacts due to insufficient surrounding support, affecting their service life and safety.
A spiral guide channel is set on the outer surface of the cement pole, with reinforcement and fastening components inside, and a support component at the outer end. The structural strength is enhanced by a cross-shaped mesh steel frame structure, and it is fixed to the ground by ground nails to improve the support force.
It effectively resists stress from complex environments, reduces wind resistance and rain corrosion, improves the pole's resistance to pressure and bending, prevents tilting and collapse, extends service life, and enhances safety.
Smart Images

Figure CN224260008U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of cement pole technology, specifically to a cement pole with good stability. Background Technology
[0002] In the construction of power transmission and communication networks, cement poles are commonly used supporting structures. Cement poles, also known as utility poles or concrete poles, are poles made of concrete and reinforcing steel bars or wires. The cross-sectional shapes of these poles include square, octagonal, I-shaped, ring-shaped, and other irregular shapes. Ring-shaped and square cross-sections are the most commonly used. However, existing cement poles have many shortcomings in terms of stability.
[0003] Traditional cement poles are mostly cylindrical and directly buried in the ground. The supporting force around the cement poles is insufficient. When subjected to wind, external impacts, etc., the uneven stress can easily cause them to tilt or even collapse. Some cement poles have insufficient internal structural strength and cannot effectively resist the stress brought by complex environments, which affects the service life and safety of the poles. Therefore, a cement pole with good stability is needed to solve the above problems. Utility Model Content
[0004] The purpose of this utility model is to provide a stable cement pole that solves the problem that the existing cement poles have insufficient support around them and are prone to tilting or even collapsing when subjected to wind or external impacts.
[0005] This utility model provides the following technical solution: a cement pole with good stability, comprising a cement pole, a ground nail fixedly connected to the bottom end of the cement pole, a guide groove opened on the outer periphery of the cement pole, a plurality of reinforcing components inside the cement pole, a fastening component at the outer end of the cement pole, and a plurality of supporting components at the side end of the fastening component.
[0006] As a preferred embodiment of the above technical solution, the reinforcement component includes a steel frame one and a steel frame two, which are fixedly connected and arranged crosswise. Several inclined reinforcement plates are fixedly connected to the inner sides of both the steel frame one and the steel frame two.
[0007] As a preferred embodiment of the above technical solution, the fastening assembly includes two clamping plates located on the outer periphery of the cement pole. Side plates are fixedly connected to the left and right sides of the two clamping plates, and bolts and nuts are installed between adjacent side plates.
[0008] As a preferred embodiment of the above technical solution, each of the clamping plates is also threadedly connected to the side end of the cement pole with bolts.
[0009] As a preferred embodiment of the above technical solution, the support assembly includes two limiting frames, which are fixedly connected to the side ends of the clamping plate. A support plate is rotatably arranged between the inner sides of the two limiting frames. A connecting plate is fixedly connected to the side end of the support plate. A second ground nail is installed between the top and bottom ends of the connecting plate, and the outer end of the second ground nail is threaded.
[0010] As a preferred embodiment of the above technical solution, the guide channel is spirally shaped.
[0011] Compared with the prior art, the beneficial effects of this utility model are:
[0012] This utility model features a spiral-shaped guide groove on the outer surface of the cement pole. This guide groove effectively guides wind force, reduces the lateral force of wind resistance on the pole, and quickly drains rainwater during rainy weather, preventing rainwater from accumulating on the surface of the cement pole and causing corrosion. The cement pole has multiple layers of reinforcement components inside, which improves the structural strength of the cement pole and can effectively resist the stress brought by complex environments, making it less likely to affect the service life and safety of the pole. After the fastening components are installed on the outer end of the cement pole, together with the support components, the support force around the cement pole is improved, making it less likely to tilt or even collapse due to uneven force when subjected to wind, external impacts, etc. Attached Figure Description
[0013] Figure 1 A schematic diagram of the overall structure of a stable cement pole;
[0014] Figure 2 A cross-sectional structural diagram of a type of stable cement pole;
[0015] Figure 3 This is a three-dimensional structural diagram of a type of stable cement pole.
[0016] In the diagram: 1. Cement pole; 101. Ground nail one; 102. Diversion channel; 2. Reinforcing assembly; 201. Steel frame one; 202. Steel frame two; 203. Reinforcing plate; 3. Fastening assembly; 301. Clamping plate; 302. Side plate; 303. Bolt; 4. Support assembly; 401. Limiting frame; 402. Support plate; 403. Connecting plate; 404. Ground nail two. Detailed Implementation
[0017] The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present invention.
[0018] like Figures 1-3As shown, this utility model provides a technical solution: a stable cement pole, including a cement pole 1, with a ground nail 101 fixedly connected to the bottom end of the cement pole 1. A guide groove 102 is formed on the outer periphery of the cement pole 1, and the guide groove 102 is spirally shaped. Several reinforcing components 2 are provided inside the cement pole 1, and fastening components 3 are provided at the outer end of the cement pole 1. Several supporting components 4 are provided on the side end of the fastening components 3. The spiral guide groove 102 on the outer surface of the cement pole 1 effectively guides wind power. This design reduces the lateral force of wind resistance on the pole and allows for rapid drainage of rainwater during rainy weather, preventing water from accumulating on the surface of the concrete pole 1 and causing corrosion. The concrete pole 1 has multiple layers of reinforcing components 2 inside, which improves the structural strength of the concrete pole 1 and can effectively resist the stress brought by complex environments, making it less likely to affect the service life and safety of the pole. After the fastening components 3 are installed on the outer end of the concrete pole 1, together with the setting of the support components 4, the support force around the concrete pole 1 is improved, making it less likely to tilt or even collapse due to uneven force when subjected to wind force, external impact, etc.
[0019] As one implementation method in this embodiment, such as Figure 2 and Figure 3 As shown, the reinforcement component 2 includes a steel frame 1 201 and a steel frame 202, which are fixedly connected and intersected. Several inclined reinforcement plates 203 are fixedly connected to the inner sides of both the steel frame 1 201 and the steel frame 202. In practice, each reinforcement component 2 consists of a longitudinal steel frame 1 201 and a transverse steel frame 1 201. The steel frame 1 201 and the steel frame 202 are fixed by welding. Several inclined steel plate reinforcement plates 203 are welded to the inner sides of both the steel frame 1 201 and the steel frame 202, so that the steel frame 1 201 and the steel frame 202 form a stable intersecting mesh structure, which enhances the compressive and bending resistance of the cement pole 1. The effect of pre-embedding and fixing the cement pole 1 is improved by using ground nails 101 when the cement pole 1 is pre-embedded underground.
[0020] As one implementation method in this embodiment, such as Figure 1 and Figure 2As shown, the fastening assembly 3 includes two clamping plates 301 located on the outer periphery of the cement pole 1. Side plates 302 are fixedly connected to the left and right sides of the two clamping plates 301. Bolts 303 and nuts are installed between adjacent side plates 302. Bolts 303 are also threadedly connected between the side end of each clamping plate 301 and the side end of the cement pole 1. In practice, by clamping the two clamping plates 301 on both sides of the cement pole 1 and fixing each pair of adjacent side ends together with bolts 303 and nuts, the two clamping plates 301 are fixed to the surface of the cement pole 1. The side ends of the clamping plates 301 are connected to the side ends of the cement pole 1 with bolts 303, thus completely fixing the clamping plates 301 to the outer end of the cement pole 1.
[0021] As one implementation method in this embodiment, such as Figure 1 and Figure 2 As shown, the support assembly 4 includes two limiting frames 401, which are fixedly connected to the side ends of the clamping plate 301. A support plate 402 is rotatably arranged between the inner sides of the two limiting frames 401. A connecting plate 403 is fixedly connected to the side end of the support plate 402. A second ground nail 404 is installed between the top and bottom ends of the connecting plate 403. The outer end of the second ground nail 404 is threaded. In practice, by rotating the support plate 402, the connecting plate 403 contacts the ground. Through the setting of the second ground nail 404, the second ground nail... The outer end of the 404 is threaded. After the ground nail 404 is installed on the top of the connecting plate 403, it is threaded to the ground. This makes the connection between the ground nail 404 and the ground stronger, thereby improving the support around the cement pole 1. When subjected to wind force, external impact, etc., it is not easy to tilt or even collapse due to uneven force. The addition of the reinforcement component 2 inside the cement pole 1 improves the structural strength of the cement pole 1, which can effectively resist the stress brought by complex environment and is not easy to affect the service life and safety of the pole.
[0022] Working principle: The outer surface of the cement pole 1 is provided with a spiral guide groove 102. The guide groove 102 can effectively guide wind force and reduce the lateral force of wind resistance on the pole. At the same time, it can quickly drain rainwater in rainy weather and prevent rainwater from accumulating on the surface of the cement pole 1 and causing corrosion. The cement pole 1 is provided with a multi-layer reinforcement component 2. Each reinforcement component 2 consists of a longitudinal steel frame 201 and a transverse steel frame 202. The steel frame 201 and the steel frame 202 are fixed by welding. Several inclined steel plate reinforcement plates 203 are welded to the inner side of the steel frame 201 and the inner side of the steel frame 202, so that the steel frame 201 and the steel frame 202 form a stable cross-shaped mesh structure, which enhances the compressive and bending resistance of the cement pole 1. The ground nail 101 is used to improve the pre-embedding and fixing effect of the cement pole 1 when it is buried underground. The two clamping plates 301 are clamped on both sides of the cement pole 1 and bolted. 303 and nuts fix every two adjacent side ends together, thus fixing the two clamping plates 301 to the surface of the cement pole 1. The side ends of the clamping plates 301 are connected to the side ends of the cement pole 1 by bolts 303, thus completely fixing the clamping plates 301 to the outer end of the cement pole 1. Then, by rotating the support plate 402, the connecting plate 403 contacts the ground. By setting the second ground nail 404, the outer end of the second ground nail 404 is threaded. After the second ground nail 404 is installed on the top of the connecting plate 403, it is threaded into the ground, which makes the connection between the second ground nail 404 and the ground stronger, thereby improving the support around the cement pole 1. When subjected to wind, external impact, etc., it is not easy to tilt or even collapse due to uneven force. Adding the reinforcing component 2 inside the cement pole 1 improves the structural strength of the cement pole 1, which can effectively resist the stress brought by complex environment and is not easy to affect the service life and safety of the pole.
[0023] The above embodiments are only used to illustrate the technical solution of this utility model, and are not intended to limit it.
Claims
1. A sturdy cement pole, comprising a cement pole (1), wherein a ground nail (101) is fixedly connected to the bottom end of the cement pole (1), characterized in that: The cement pole (1) has a flow channel (102) on its outer periphery, and a number of reinforcing components (2) are provided inside the cement pole (1). The outer end of the cement pole (1) is provided with a fastening component (3), and the side end of the fastening component (3) is provided with a number of supporting components (4). The reinforcement component (2) includes a steel frame one (201) and a steel frame two (202), which are fixedly connected and intersected. Several inclined reinforcement plates (203) are fixedly connected to the inner side of both the steel frame one (201) and the steel frame two (202). The fastening assembly (3) includes two clamping plates (301), which are located on the outer periphery of the cement pole (1). The left and right sides of the two clamping plates (301) are fixedly connected with side plates (302), and bolts (303) and nuts are installed between adjacent side plates (302). The support assembly (4) includes two limiting frames (401), which are fixedly connected to the side ends of the clamping plate (301). A support plate (402) is rotatably arranged between the inner sides of the two limiting frames (401). A connecting plate (403) is fixedly connected to the side end of the support plate (402). A second ground nail (404) is installed between the top and bottom ends of the connecting plate (403). The outer end of the second ground nail (404) is threaded.
2. The cement pole with good stability according to claim 1, characterized in that: Each of the clamps (301) is also threadedly connected to the side of the cement pole (1) by bolts (303).
3. The cement pole with good stability according to claim 1, characterized in that: The guide channel (102) is spiral in shape.