Rust-proof cement pole

Abstract

The utility model discloses an anti-rust cement electric pole which comprises a cement electric pole body, a supporting component, an inner supporting column, a steel bar column, a flange base, a tip column and an anti-toppling component. The cement electric pole body is installed on the ground and used for supporting an electric wire. A part of the supporting component is inserted into the cement telegraph pole, and the supporting component comprises an inner supporting column inserted into the cement telegraph pole. According to the cement telegraph pole, the tip column used for inserting, the bottom pile used for lengthening and the inner supporting column used for supporting the cement telegraph pole are arranged below the cement telegraph pole, the supporting performance of the cement telegraph pole can be improved through the bottom pile and the inner supporting column when the cement telegraph pole is used, and the probability that the cement telegraph pole topples over when used is reduced; and meanwhile, the expansion rods used for increasing the holding power of the bottom piles and the land are connected to the bottom piles, and the probability that the cement telegraph pole topples over during use is further reduced.

Description

Technical Field

[0001] This utility model relates to the field of cement pole technology, specifically to a rust-proof cement pole. Background Technology

[0002] Rust-proof cement poles are cement-based materials with a special formula, mainly used to prevent or slow down the corrosion process of steel bars in concrete.

[0003] Currently available rust-proof cement poles reduce the porosity of cement-based materials, minimizing the penetration of corrosive media such as oxygen, moisture, and chloride ions. They also utilize a chemical protection mechanism: incorporating rust inhibitors (such as nitrites and organic amines) to adjust the chemical properties of cement hydration products and controlling the pH value to maintain within the stable range of the steel passivation film. However, due to the length and weight of these rust-proof cement poles, their bottoms may warp, causing them to tip over and posing a danger to pedestrians. Utility Model Content

[0004] The purpose of this utility model is to provide a rust-proof cement pole to solve the problem mentioned in the background art where the bottom of the rust-proof cement pole tends to warp due to its length and weight, causing the cement pole to tip over and posing a danger to pedestrians.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a rust-proof cement pole, comprising a cement pole, a supporting component, an inner supporting column, a reinforcing bar column, a flange base, a pointed column, and an anti-tipping component; the cement pole is installed on the ground to support the power line; part of the supporting component is inserted into the cement pole, the supporting component includes an inner supporting column inserted into the cement pole, a plurality of reinforcing bars are arranged around the inner supporting column, the reinforcing bars are inserted into the cement pole, the bottom of the reinforcing bars and the inner supporting column are connected to a flange base, the top of the flange base is connected to the bottom of the reinforcing bars, the bottom of the flange base is connected to a bottom pile, the bottom of the bottom pile is connected to a pointed column, the pointed column is tapered, and a plurality of anti-tipping components are connected to the bottom pile.

[0006] Preferably, the reinforcing steel columns are arranged in a circular array around the inner support column, and the length of the inner support column is the same as the length of the reinforcing steel columns.

[0007] Preferably, several groups of the anti-tipping components are equidistantly distributed on the bottom pile, and the anti-tipping components are distributed at an angular difference on the bottom pile.

[0008] Preferably, the anti-tipping component includes a sleeve rod fitted onto the bottom pile, and the sleeve rod has a plurality of threaded grooves.

[0009] Preferably, the sleeve rod is detachably connected to the bottom pile through the threaded groove, and the threaded groove is equidistantly distributed circumferentially on the sleeve rod.

[0010] Preferably, a plurality of expansion rods are connected to the outside of the socket rod, and six expansion rods are provided on the socket rod, with the included angle between two adjacent expansion rods being 60°.

[0011] Preferably, the expansion rods on adjacent sleeve rods are staggered and the expansion rods are designed to be inclined.

[0012] Preferably, the sleeve rod has a through groove for inserting the bottom pile. Both the through groove and the bottom pile are circular, and the diameter of the through groove is smaller than the diameter of the bottom pile.

[0013] Compared with the prior art, the beneficial effects of this utility model are as follows: This rust-proof cement pole not only increases the support of the cement pole during use by setting a pointed post for insertion, a base pile for extension, and an inner support column for supporting the cement pole, but also reduces the probability of the cement pole tipping over during use. At the same time, an expansion rod is connected to the base pile to increase the grip of the base pile and the ground, further reducing the probability of the cement pole tipping over during use. Attached Figure Description

[0014] Figure 1 This is a schematic diagram of the main structure of this utility model;

[0015] Figure 2 This is a schematic diagram of the exploded structure of this utility model;

[0016] Figure 3 This is a schematic diagram of the supporting component structure of this utility model;

[0017] Figure 4 This is a schematic diagram of the anti-tipping component of this utility model.

[0018] In the picture:

[0019] 1. Cement utility poles;

[0020] 2. Supporting components; 21. Pointed column; 22. Bottom pile; 23. Flange base; 24. Reinforcing steel column; 25. Internal support column;

[0021] 3. Anti-tipping components; 31. Expansion rod; 32. Socket rod; 33. Threaded groove; 34. Through groove. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0023] Example 1

[0024] like Figure 1-4 As shown, a rust-proof cement pole includes a cement pole 1, a support component 2, an inner support column 25, a reinforcing bar column 24, a flange base 23, a tip column 21, and an anti-tipping component 3. The cement pole 1 is installed on the ground to support the power line. The cement pole 1 is designed to be cast in cement. Specifically, when in use, the cement pole 1 should have a groove reserved inside for the inner support column 25 and the reinforcing bar column 24 to be inserted. The cement pole 1 reduces the porosity of the cement-based material, thereby reducing the penetration of corrosive media such as oxygen, moisture, and chloride ions. At the same time, it uses ultra-fine mineral admixtures to fill the capillary channels and employs a chemical protection mechanism: rust inhibitors such as nitrites and organic amines are added to adjust the chemical properties of the cement hydration products and control the pH value to maintain it within the stable range of the steel bar passivation film, thereby achieving the rust-proof function of the cement pole.

[0025] The support component 2 is partially inserted into the concrete pole 1. The support component 2 includes an inner support column 25, a reinforcing bar column 24, a flange base 23, a bottom pile 22, and a tip column 21. Specifically, the inner support column 25 is inserted into the concrete pole 1, which increases the support force between the concrete pole 1 and the ground, reducing the probability of the concrete pole 1 tilting during use. Several reinforcing bar columns 24 are provided around the inner support column 25. The reinforcing bar columns 24 are inserted into the grooves reserved for the reinforcing bar columns 24 in the concrete pole 1, increasing the strength of the concrete pole 1, reducing the phenomenon of the concrete pole 1 breaking during use, and extending the service life of the concrete pole 1. The bottom of the reinforcing bar column 24 and the inner support column 25 are connected to the flange base 23. The top of the flange base 23 is welded to the reinforcing bar column 24 and the inner support column 25, which increases the stability of the connection between the support component 2 and the concrete pole 1. The flange base 23 and the bottom of the concrete pole 1 are fixed by pouring cement.

[0026] The bottom of the flange base 23 is connected to a bottom pile 22, which is located at the center of the bottom of the flange base 23. It is used to connect with the soil to increase the support between the cement pole 1 and the ground and reduce the probability of the cement pole 1 tipping over during use. The bottom of the bottom pile 22 is connected to a tip post 21, which is welded to the bottom pile 22. The tip post 21 has a conical design. Several anti-tipping components 3 are connected to the bottom pile 22. The tip post 21 reduces the difficulty of inserting the bottom pile 22 into the ground. The entire cement pole 1 is buried under the tip post 21 and the bottom pile 22 to increase the stability of the cement pole 1.

[0027] Specifically, during use, the inner support column 25 is inserted into the concrete pole 1 to increase the support force between the concrete pole 1 and the ground, reducing the probability of the concrete pole 1 tilting during use. The reinforcing bar column 24 is inserted into the groove reserved for the reinforcing bar column 24 within the concrete pole 1 to increase the strength of the concrete pole 1, reduce the possibility of breakage during use, and extend the service life of the concrete pole 1. The top of the flange base 23 is welded to the reinforcing bar column 24 and the inner support column 25 to increase the stability of the connection between the support component 2 and the concrete pole 1. The flange base 23 and the bottom of the concrete pole 1 are fixed by concrete pouring. The center pile 22 is located at the center of the bottom of the flange base 23 to connect with the soil, increasing the support between the concrete pole 1 and the ground and reducing the probability of the concrete pole 1 tilting during use. The pointed column 21 reduces the difficulty of inserting the bottom pile 22 into the ground. The pointed column 21 and the bottom pile 22 are used to bury the entire concrete pole 1 to increase its stability.

[0028] The steel reinforcement columns 24 are arranged in a circular array around the inner support column 25, and the length of the inner support column 25 is the same as the length of the steel reinforcement columns 24.

[0029] The overall effect of this embodiment is as follows: inserting the inner support column 25 into the concrete pole 1 increases the supporting force between the concrete pole 1 and the ground, reducing the probability of the concrete pole 1 tilting during use; inserting the reinforcing bar column 24 into the slot reserved for the reinforcing bar column 24 inside the concrete pole 1 increases the strength of the concrete pole 1, reduces the occurrence of breakage during use, and extends the service life of the concrete pole 1; and welding the top of the flange base 23 to the reinforcing bar column 24 and the inner support column 25 increases the support. The stability of the connection between component 2 and cement pole 1 is improved, and the flange base 23 and the bottom of cement pole 1 are fixed by cement pouring. The center pile 22 is located at the center of the bottom of the flange base 23 and is used to connect with the soil to increase the support between cement pole 1 and the ground, reducing the probability of cement pole 1 tilting during use. The tip post 21 reduces the difficulty of inserting the bottom pile 22 into the ground. The entire cement pole 1 is buried through the tip post 21 and the bottom pile 22 to increase the stability of cement pole 1.

[0030] Example 2

[0031] like Figure 1-4 As shown, a rust-proof cement pole has several sets of anti-tipping components 3 evenly distributed on the bottom pile 22. The design of multiple sets of anti-tipping components 3 is to increase the grip of the supporting component 2 and the ground soil. The anti-tipping components 3 are distributed at an angle difference on the bottom pile 22. The angle difference further increases the resistance between the anti-tipping components 3 and the ground, reducing the probability of the bottom pile 22 tipping over.

[0032] The anti-tipping component 3 includes a sleeve rod 32, threaded grooves 33, through grooves 34, and an expansion rod 31. To fix the expansion rod 31, the sleeve rod 32 is sleeved onto the outer periphery of the base pile 22. To fix the position of the sleeve rod 32, several threaded grooves 33 are provided on the sleeve rod 32. The sleeve rod 32 is detachably connected to the base pile 22 through the threaded grooves 33, bolts, and requires pre-drilled threaded holes on the base pile 22 corresponding to the positions of the threaded grooves 33 during use. The threaded grooves 33 are evenly distributed circumferentially on the sleeve rod 32, providing multi-angle resistance to the base pile 22 and the soil.

[0033] Several expansion rods 31 are welded to the outside of the sleeve rod 32. When in use, the expansion rods 31... Figure 4 The design shown is an inclined plate with multiple expansion rods 31 in an open design, which increases the resistance when the bottom pile 22 is pulled up and increases the stability of the bottom pile 22 and the ground. There are six expansion rods 31 on the sleeve rod 32, and the included angle between two adjacent expansion rods 31 is 60°.

[0034] The expansion rods 31 on adjacent sleeve rods 32 are staggered, which increases the resistance of the expansion rods 31 at multiple angles during use.

[0035] The sleeve rod 32 has a through groove 34 for inserting the bottom pile 22. Both the through groove 34 and the bottom pile 22 are circular. The diameter of the through groove 34 is smaller than the diameter of the bottom pile 22, which facilitates the insertion and fixing of the sleeve rod 32 and the bottom pile 22.

[0036] The effect achieved by the entire second embodiment is that, during use, the sleeve rod 32 and the bottom pile 22 are sleeved together, and then fixed by the threaded groove 33, bolts, and the bottom pile 22. At this time, because the expansion rod 31 is used as... Figure 4 The design shown is an inclined plate with multiple expansion rods 31 in an open design, which increases the resistance when the bottom pile 22 is pulled up and increases the stability of the bottom pile 22 and the ground. In addition, the expansion rods 31 on adjacent sleeve rods 32 are staggered, which increases the resistance of the expansion rods 31 at multiple angles during use.

[0037] Working principle: When using this rust-proof cement pole, firstly, the inner support column 25 is inserted into the cement pole 1 to increase the support force between the cement pole 1 and the ground, reducing the probability of the cement pole 1 tilting during use. Then, the reinforcing bar column 24 is inserted into the groove reserved for the reinforcing bar column 24 inside the cement pole 1, increasing the strength of the cement pole 1, reducing the possibility of breakage during use, and extending the service life of the cement pole 1. Finally, the top of the flange base 23 is welded to the reinforcing bar column 24 and the inner support column 25 to increase support. The stability of the connection between the support component 2 and the cement pole 1 is improved, and the flange base 23 and the bottom of the cement pole 1 are fixed by cement pouring. The middle and bottom piles 22 are located at the center of the bottom of the flange base 23 and are used to connect with the soil to increase the support between the cement pole 1 and the ground, and reduce the probability of the cement pole 1 tilting during use. The tip column 21 reduces the difficulty of inserting the bottom pile 22 into the ground. The entire cement pole 1 is buried through the tip column 21 and the bottom pile 22 to increase the stability of the cement pole 1.

[0038] Secondly, during use, the sleeve rod 32 and the bottom pile 22 are sleeved together, and then fixed by the threaded groove 33, bolts, and bottom pile 22. At this time, because the expansion rod 31 is used as... Figure 4 The design features an inclined plate with multiple expansion rods 31 that are spread outwards, increasing the resistance when the bottom pile 22 is pulled up and increasing the stability of the bottom pile 22 and the ground. Furthermore, the expansion rods 31 on adjacent sleeve rods 32 are staggered, increasing the resistance of the expansion rods 31 at multiple angles during use, thus completing the work of the rust-proof cement pole.

[0039] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installed," "equipped with," "connected," etc., should be interpreted broadly. For example, "connection" 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. For those skilled in the art, the specific meaning of the above terms in this utility model can be understood according to the specific circumstances.

[0040] It will be apparent to those skilled in the art that this invention is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or essential characteristics of this invention. Therefore, the embodiments should be considered illustrative and non-limiting in all respects, and the scope of this invention is defined by the appended claims rather than the foregoing description. Thus, it is intended that all variations falling within the meaning and scope of equivalents of the claims be included within this invention. No reference numerals in the claims should be construed as limiting the scope of the claims.

Claims

1. A rust-proof cement pole, characterized in that, include: A concrete utility pole, which is installed on the ground to support power lines; A support component, partially inserted into the concrete utility pole, includes an inner support column inserted into the concrete utility pole. Several reinforcing steel columns are arranged around the periphery of the inner support column, which is also inserted into the concrete utility pole. A flange base is connected to the bottom of the reinforcing steel columns and the inner support column. The top of the flange base is connected to the bottom of the reinforcing steel column. A bottom pile is connected to the bottom of the bottom pile, and a pointed column with a conical design is connected to the bottom pile. Several sets of anti-tipping components are connected to the bottom pile.

2. The rust-proof cement pole according to claim 1, characterized in that: The steel reinforcement columns are arranged in a circular array around the inner support column, and the length of the inner support column is the same as the length of the steel reinforcement columns.

3. The rust-proof cement pole according to claim 1, characterized in that: Several groups of the anti-tipping components are distributed at equal intervals on the bottom pile, and the anti-tipping components are distributed at angular differences on the bottom pile.

4. A rust-proof cement pole according to claim 3, characterized in that: The anti-tipping component includes a sleeve rod that is fitted onto the bottom pile, and the sleeve rod has several threaded grooves.

5. A rust-proof cement pole according to claim 4, characterized in that: The sleeve rod is detachably connected to the bottom pile through the threaded groove, and the threaded groove is equidistantly distributed on the sleeve rod.

6. A rust-proof cement pole according to claim 5, characterized in that: The outer side of the socket rod is connected to several expansion rods. Six expansion rods are provided on the socket rod, and the included angle between two adjacent expansion rods is 60°.

7. A rust-proof cement pole according to claim 6, characterized in that: The expansion rods on adjacent sleeve rods are staggered and the expansion rods are designed to be inclined.

8. A rust-proof cement pole according to claim 7, characterized in that: The sleeve rod has a through groove for inserting the bottom pile. Both the through groove and the bottom pile are circular, and the diameter of the through groove is smaller than the diameter of the bottom pile.

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