Prefabricated concrete enclosure pier
Through the detachable splicing unit and lifting mechanism of the prefabricated concrete piers, the problems of long construction cycle and waste of resources of traditional cast-in-place concrete piers are solved, and the effect of rapid installation and extension of the service life of the pole is achieved.
Patent Information
- Application Number
- CN202411585251.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-07
- Publication Date
- 2025-01-10
- Estimated Expiration
- 2044-11-07
AI Technical Summary
Traditional cast-in-place concrete piers have a long construction cycle, high material consumption, serious environmental pollution, and difficulty in maintenance and replacement, which cannot be reused, resulting in waste of resources.
A prefabricated concrete piers are designed, including a detachable splicing unit and lifting mechanism. By prefabricating in the factory, simplifying on-site construction, the lifting mechanism can adjust the clamp position to prevent poles from tilting, ensuring stability and durability of the splicing unit.
Significantly shorten the construction cycle, reduce on-site labor demand, improve construction efficiency, extend the service life of the pole, reduce resource waste, and improve impact resistance and durability.
Smart Images

Figure CN119288268A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to a prefabricated concrete enclosure pier, belonging to the technical field of power distribution line equipment. Background Art
[0002] Traditional cast-in-place concrete piers require a series of complex processes such as template installation, steel bar binding, concrete pouring and maintenance on site. The construction period is long, and the poles cannot be protected in a timely and effective manner. Concrete production consumes a large amount of raw materials such as cement, which will cause certain environmental pollution during the construction process. If the cast-in-place concrete pier is broken or damaged during use, it needs to be maintained and replaced. Due to the characteristics of concrete materials, maintenance work is often time-consuming and laborious, and the subsequently dismantled concrete piers can no longer be used, resulting in a waste of resources.
[0003] A recycled concrete pole disclosed in a Chinese utility model patent with publication number CN218862247U includes a precast pier, a first frame is fixedly connected to the top of the precast pier, a second frame is fixedly connected to the top of the first frame, a third frame is fixedly connected to the top of the second frame, a fixed rod is fixedly connected to the top of the third frame, and a lightning rod is provided on the top of the fixed rod.
[0004] The above reference example is provided with prefabricated piers, but the prefabricated piers are still an integrated structure and cannot be disassembled and reused, and concrete needs to be poured in the first pouring hole connecting the prefabricated pier and the pole. When the pole needs to be replaced later, the prefabricated pier and the pole must be forcibly destroyed as a whole, which is time-consuming and labor-intensive. Therefore, improvements are urgently needed. Summary of the invention
[0005] In order to overcome the shortcomings of the above-mentioned prior art, the present invention designs a prefabricated concrete pier, which can be directly transported to the site for installation. The installation process is simple and quick, which greatly shortens the construction period. It is also easy to disassemble and can be recycled.
[0006] In order to achieve the above object, the present invention adopts the following technical solution:
[0007] A prefabricated concrete pier comprises a pier body sleeved on an electric pole, the pier body comprises two splicing units which are detachably spliced and sleeved on the outside of the electric pole; the splicing unit comprises an outer sleeve, a foam layer, a steel mesh and anchoring steel bars, the outer sleeve is a semicircular sleeve, the foam layer is filled inside the outer sleeve, and the steel mesh is fixedly arranged between the foam layer and the inner wall of the outer sleeve; a plurality of anchoring steel bars are arranged, each of which has one end inserted into the foam layer and the other end extended out of the foam layer and fixedly plugged with the inner wall of the outer sleeve, and the anchoring steel bars are fixedly connected to the steel mesh.
[0008] Furthermore, the steel mesh includes a plurality of stirrups and a plurality of longitudinal bars, the stirrups are spaced from top to bottom, the longitudinal bars are vertically arranged along the length direction of the stirrups, and the longitudinal bars are fixedly connected to the stirrups.
[0009] Furthermore, a plurality of iron wires are fixedly connected between the steel mesh and the foam layer.
[0010] Furthermore, a plurality of clamps are provided at intervals from top to bottom on the outside of the pier body, and the clamps include two semicircular semicircular hoops detachably connected to each other, and a lifting mechanism for driving each clamp to rise synchronously is provided on the side away from each other of the two semicircular hoops.
[0011] Furthermore, the lifting mechanism comprises a guide rod and a lifting plate, and the guide rod is arranged in the same direction as the electric pole;
[0012] The guide rod is vertically connected to a plurality of transverse rods, and two sides of the guide rod are symmetrically provided with slide rods slidably mounted on the transverse rods, and the top of the guide rod is provided with a driving assembly for driving the two slide rods to alternately reciprocate;
[0013] The lifting plate is slidably installed on the side of the guide rod close to the pole, and a plurality of one-way teeth are arranged on both sides of the lifting plate from top to bottom. Push rods are hinged on the side of the two sliding rods close to the pole, and the free ends of the two push rods are respectively clamped on the one-way teeth on both sides of the lifting plate.
[0014] Furthermore, the driving assembly includes a forward and reverse motor installed on the top of the guide rod, the output shaft of the forward and reverse motor is fixedly connected to a swing rod, the two ends of the swing rod are symmetrically hinged with hinged rods, and the free ends of the two hinged rods are respectively hinged to the top of two sliding rods; the forward and reverse motor is externally connected to a host computer.
[0015] Furthermore, a guide groove parallel to the guide rod is provided in the middle of the lifting plate, and a plurality of clamping blocks are fixedly installed from top to bottom on one side of the guide rod close to the electric pole, and each of the clamping blocks is slidably clamped in the guide groove.
[0016] Furthermore, a plurality of pairs of linkage rods are fixedly installed from top to bottom on one side of the lifting plate close to the pole, and the free ends of each pair of linkage rods are fixedly connected to each clamp in a one-to-one correspondence.
[0017] Furthermore, a fixing collar is fixedly sleeved on the pole, two connecting rods are fixedly connected to the fixing collar, and the free ends of the two connecting rods are fixedly connected to the top ends of the two guide rods respectively.
[0018] Furthermore, each of the clamps is equipped with a tilt sensor for detecting whether the pole is tilted.
[0019] Compared with the prior art, the present invention has the following characteristics and beneficial effects:
[0020] 1. The present invention can be prefabricated inside the factory by setting up the splicing unit, which effectively reduces the on-site construction time and labor demand and improves the construction efficiency. The prefabricated splicing unit can be directly transported to the site for installation, and the installation process is simple and quick, which can greatly shorten the construction period. The setting of the foam layer can effectively reduce the weight of the splicing unit, which is not only convenient for transportation but also can reduce the workload during installation. The setting of the outer sleeve can provide good protection for the pole. The mutual cooperation between the foam layer and the outer sleeve can effectively improve the impact resistance and durability of the pole. The setting of the steel mesh, anchor steel bars and iron wire ensures the firm connection between the outer sleeve and the foam layer, and improves the stability and durability of the overall structure.
[0021] 2. The present invention provides a lifting mechanism, and when the tilt sensor detects that the pole is tilted, the upper computer controls the two forward and reverse motors to perform periodic forward and reverse rotation. When the forward and reverse motors are reversed, the two ends of the swing rod are driven to swing up and down, and the two slide bars are driven to move up and down during the swinging process of the swing rod. Since a push rod is hingedly installed on the slide bar, the free end of the push rod will move downward and engage with the next one-way tooth after lifting a one-way tooth during the up and down movement of the slide bar. After the swing rod repeatedly swings up and down, the lifting plate can be continuously lifted up by the push rod, thereby driving the lifting of the clamp through the lifting of the lifting plate. When the pole is tilted, the position of the clamp can be adjusted so that the clamp can still maintain a good clamping of the splicing unit, thereby ensuring that the splicing unit can well protect the tilted pole. At the same time, the adjustable design of the clamp can also help reduce further damage that may be caused by the tilt of the pole, that is, by timely adjusting the position of the clamp, the shear force or pressure on the pole due to the tilt can be prevented from being too large, thereby protecting the structural integrity of the pole and extending its service life. BRIEF DESCRIPTION OF THE DRAWINGS
[0022] Figure 1 It is a schematic diagram of the main structure of the present invention after installation;
[0023] Figure 2 It is a schematic diagram of the top view of the structure after the present invention is installed;
[0024] Figure 3 yes Figure 1 Schematic diagram of the cross-sectional structure in the AA direction;
[0025] Figure 4 It is a structural schematic diagram of the steel mesh of the present invention;
[0026] Figure 5It is a schematic diagram of the installation front view structure of the lifting mechanism of the present invention;
[0027] Figure 6 It is a schematic diagram of the installation side structure of the lifting mechanism of the present invention;
[0028] Figure 7 It is a schematic diagram of the installation plan structure of the lifting mechanism of the present invention;
[0029] Figure 8 is a schematic diagram of the installation structure of the lifting mechanism of the present invention from a first viewing angle;
[0030] Fig. 9 It is a schematic diagram of the installation structure of the lifting mechanism of the present invention from a second viewing angle.
[0031] The accompanying drawings are marked as follows: 1. outer sleeve; 2. foam layer; 3. steel mesh; 301. stirrups; 302. longitudinal reinforcement; 4. anchoring steel bars; 5. iron wire; 6. clamp; 7. lifting mechanism; 8. guide rod; 9. upper cross bar; 10. lower cross bar; 11. slide bar; 12. push rod; 13. forward and reverse motor; 14. hinged rod; 15. swing rod; 16. fixing ring; 17. connecting rod; 18. lifting plate; 181. guide groove; 182. one-way tooth; 19. electric pole; 20. linkage rod; 21. block. DETAILED DESCRIPTION
[0032] The present invention is described in more detail below with reference to the embodiments.
[0033] See also Figures 1 to 4 The prefabricated concrete enclosure pier of this embodiment includes a pier body sleeved on the electric pole 19, and the pier body includes two splicing units that are detachably spliced and sleeved outside the electric pole 19;
[0034] The splicing unit includes an outer sleeve 1, a foam layer 2, a steel mesh 3 and anchor steel bars 4. The outer sleeve 1 is a semicircular sleeve, the foam layer 2 is filled inside the outer sleeve 1, and the steel mesh 3 is fixedly arranged between the foam layer 2 and the inner wall of the outer sleeve 1;
[0035] A plurality of anchoring steel bars 4 are provided, and one end of each anchoring steel bar 4 is inserted into the foam layer 2, and the other end is extended out of the foam layer 2 and fixedly plugged into the inner wall of the outer sleeve 1, and the anchoring steel bar 4 is fixedly connected to the steel mesh 3. Specifically, after the anchoring steel bar 4 is inserted into the foam layer 2, the outer sleeve 1 is poured with concrete, and the foam layer 2 and the outer sleeve 1 can be connected by the bonding force between the anchoring steel bar 4 and the concrete.
[0036] Furthermore, the steel mesh 3 includes a plurality of stirrups 301 and a plurality of longitudinal bars 302 . The stirrups 301 are spaced apart from top to bottom, and the longitudinal bars 302 are arranged vertically along the length direction of the stirrups 301 . The longitudinal bars 302 are fixedly connected to the stirrups 301 .
[0037] Furthermore, a plurality of iron wires 5 are fixedly connected between the steel mesh 3 and the foam layer 2 .
[0038] Embodiment 2
[0039] See also Figures 5 to 9 A plurality of clamps 6 are provided on the outside of the pier body from top to bottom at intervals. The clamps 6 include two semicircular semicircular hoops that are detachably connected to each other. A lifting mechanism 7 for driving each clamp 6 to rise synchronously is provided on one side of the two semicircular hoops that are away from each other.
[0040] Furthermore, the lifting mechanism 7 includes a guide rod 8 and a lifting plate 18, and the guide rod 8 and the electric pole 19 are arranged in the same direction;
[0041] A plurality of transverse rods are vertically connected to the guide rod 8. Slide rods 11 slidably mounted on the transverse rods are symmetrically arranged on both sides of the guide rod 8. A driving assembly for driving the two slide rods 11 to alternately reciprocate is arranged at the top of the guide rod 8. In this embodiment, two transverse rods are arranged, namely an upper transverse rod 9 and a lower transverse rod 10. The upper transverse rod 9 is arranged at a position close to the top of the guide rod 8, and the lower transverse rod 10 is arranged at the bottom of the guide rod 8.
[0042] The lifting plate 18 is slidably installed on the side of the guide rod 8 close to the pole 19, and a plurality of one-way latch teeth 182 are provided on both sides of the lifting plate 18 from top to bottom. The two sliding rods 11 are hinged with push rods 12 on one side close to the pole 19, and the free ends of the two push rods 12 are respectively clamped on the one-way latch teeth 182 on both sides of the lifting plate 18.
[0043] Furthermore, the driving assembly includes a forward and reverse motor 13 installed on the top of the guide rod 8, the output shaft of the forward and reverse motor 13 is fixedly connected to a swing rod 15, and the two ends of the swing rod 15 are symmetrically hinged with hinge rods 14, and the free ends of the two hinge rods 14 are respectively hinged to the top of the two sliding rods 11; the forward and reverse motor 13 is externally connected to the upper computer.
[0044] Furthermore, a guide groove 181 parallel to the guide rod 8 is opened in the middle of the lifting plate 18 , and a plurality of blocks 21 are fixedly installed from top to bottom on one side of the guide rod 8 close to the electric pole 19 , and each block 21 is slidably clamped in the guide groove 181 .
[0045] Furthermore, a plurality of pairs of linkage rods 20 are fixedly installed from top to bottom on one side of the lifting plate 18 close to the electric pole 19 , and the free ends of each pair of linkage rods 20 are fixedly connected to each clamp 6 in a one-to-one correspondence.
[0046] Furthermore, a fixing collar 16 is fixedly sleeved on the electric pole 19 , and two connecting rods 17 are fixedly connected to the fixing collar 16 . The free ends of the two connecting rods 17 are fixedly connected to the top ends of the two guide rods 8 , respectively.
[0047] Furthermore, each clamp 6 is equipped with a tilt sensor for detecting whether the pole 19 is tilted. The tilt sensor is externally connected to a host computer. The host computer receives a tilt signal detected by the tilt sensor and then controls the forward and reverse motor 13 to start.
[0048] From the above description, it can be seen that when the tilt sensor detects that the pole 19 is tilted, the upper computer controls the two forward and reverse motors 13 to perform periodic forward and reverse rotations. When the forward and reverse motors 13 are reversed, the two ends of the swing rod 15 will be driven to swing up and down. During the swinging process of the swing rod 15, the two slide bars 11 will be driven to move up and down. Since the push rod 12 is hingedly installed on the slide bar 11, the free end of the push rod 12 will move downward and engage with the next one-way tooth 182 after lifting a one-way tooth 182 during the up and down movement of the slide bar 11. After the swing rod 15 repeatedly swings up and down, the lifting plate 18 can be continuously lifted upward by the push rod 122, thereby driving the lifting of the clamp 6 by the lifting of the lifting plate 18. When the pole 19 is tilted, the position of the clamp 6 can be adjusted so that the clamp 6 can still maintain a good clamping of the splicing unit.
[0049] The working principle of the present invention: by setting up splicing units, prefabrication can be carried out inside the factory, which effectively reduces the on-site construction time and labor requirements and improves the construction efficiency. The prefabricated splicing units can be directly transported to the site for installation, and the installation process is simple and quick, which can greatly shorten the construction period. By setting up the foam layer, the mass of the splicing unit can be effectively reduced, which is not only convenient for transportation, but also can reduce the workload during installation. The setting of the outer sleeve can provide good protection for the pole. The mutual cooperation between the foam layer and the outer sleeve can effectively improve the impact resistance and durability of the pole. The setting of the steel mesh, anchor steel bars and iron wire ensures a firm connection between the outer sleeve and the foam layer, and improves the stability and durability of the overall structure.
[0050] By setting a lifting mechanism, when the tilt sensor detects that the pole is tilted, the upper computer can control the two forward and reverse motors to perform periodic forward and reverse rotation. When the forward and reverse motors are reversed, the two ends of the swing rod will be driven to swing up and down, and the two slide bars will be driven to move up and down during the swinging process of the swing rod. Since a push rod is hingedly installed on the slide bar, the free end of the push rod will move downward and get stuck in the next one-way tooth after lifting a one-way tooth during the up and down movement of the slide bar. After the swing rod repeatedly swings up and down, the lifting plate can be continuously lifted up by the push rod, so that the lifting of the lifting plate drives the lifting of the clamp. When the pole is tilted, the position of the clamp can be adjusted so that the clamp can still keep the splicing unit well clamped, thereby ensuring that the splicing unit can well protect the tilted pole. At the same time, the adjustable design of the clamp can also help reduce the further damage that may be caused by the tilt of the pole, that is, by timely adjusting the position of the clamp, the shear force or pressure on the pole due to the tilt can be prevented from being too large, thereby protecting the structural integrity of the pole and extending its service life.
[0051] In the description of the present invention, it should be noted that the terms "inside", "outside", "upper", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.
[0052] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the term "connection" should be understood in a broad sense, for example, it 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 it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0053] Obviously, the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
Claims
1. A prefabricated concrete enclosure pier, comprising a pier body sleeved on an electric pole (19), characterized in that: The pier body comprises two splicing units which are detachably spliced to each other and sleeved outside the electric pole (19); The splicing unit comprises an outer sleeve (1), a foam layer (2), a steel mesh (3) and anchor steel bars (4); the outer sleeve (1) is a semicircular sleeve, the foam layer (2) is filled inside the outer sleeve (1), and the steel mesh (3) is fixedly arranged between the foam layer (2) and the inner wall of the outer sleeve (1); A plurality of anchoring steel bars (4) are provided, and one end of each anchoring steel bar (4) is inserted into the foam layer (2), and the other end extends out of the foam layer (2) and is fixedly plugged into the inner wall of the outer sleeve (1), and the anchoring steel bar (4) is fixedly connected to the steel mesh (3).
2. The prefabricated concrete pier according to claim 1, characterized in that: The steel mesh (3) comprises a plurality of stirrups (301) and a plurality of longitudinal bars (302), wherein the stirrups (301) are arranged at intervals from top to bottom, and the longitudinal bars (302) are arranged vertically along the length direction of the stirrups (301), and the longitudinal bars (302) are fixedly connected to the stirrups (301).
3. The prefabricated concrete pier according to claim 1, characterized in that: A plurality of iron wires (5) are fixedly connected between the steel mesh (3) and the foam layer (2).
4. The prefabricated concrete pier according to claim 1, characterized in that: A plurality of clamps (6) are provided at intervals from top to bottom on the outside of the pier body. The clamps (6) include two semicircular hoops that are detachably connected to each other. A lifting mechanism (7) for driving the clamps (6) to rise synchronously is provided on the sides of the two semicircular hoops that are away from each other.
5. The prefabricated concrete pier according to claim 4, characterized in that: The lifting mechanism (7) comprises a guide rod (8) and a lifting plate (18), wherein the guide rod (8) and the electric pole (19) are arranged in the same direction; The guide rod (8) is vertically connected to a plurality of transverse rods, and sliding rods (11) slidably mounted on the transverse rods are symmetrically arranged on both sides of the guide rod (8), and a driving assembly for driving the two sliding rods (11) to alternately reciprocate is arranged at the top of the guide rod (8); The lifting plate (18) is slidably mounted on a side of the guide rod (8) close to the electric pole (19), and a plurality of one-way latching teeth (182) are provided on both sides of the lifting plate (18) from top to bottom. Push rods (12) are hingedly connected on one side of the two sliding rods (11) close to the electric pole (19), and the free ends of the two push rods (12) are respectively clamped on the one-way latching teeth (182) on both sides of the lifting plate (18).
6. The prefabricated concrete pier according to claim 5, characterized in that: The driving assembly comprises a forward and reverse motor (13) mounted on the top of the guide rod (8); the output shaft of the forward and reverse motor (13) is fixedly connected to a swing rod (15); both ends of the swing rod (15) are symmetrically hinged with articulated rods (14); the free ends of the two articulated rods (14) are respectively hinged to the tops of two sliding rods (11); the forward and reverse motor (13) is externally connected to a host computer.
7. The prefabricated concrete pier according to claim 5, characterized in that: A guide groove (181) parallel to the guide rod (8) is provided in the middle of the lifting plate (18), and a plurality of clamping blocks (21) are fixedly installed from top to bottom on one side of the guide rod (8) close to the electric pole (19), and each of the clamping blocks (21) is slidably clamped in the guide groove (181).
8. The prefabricated concrete pier according to claim 5, characterized in that: A plurality of pairs of linkage rods (20) are fixedly installed from top to bottom on one side of the lifting plate (18) close to the electric pole (19), and the free ends of each pair of linkage rods (20) are fixedly connected to each clamp (6) in a one-to-one correspondence.
9. The prefabricated concrete pier according to claim 5, characterized in that: A fixed sleeve (16) is fixedly sleeved on the pole (19), two connecting rods (17) are fixedly connected to the fixed sleeve (16), and the free ends of the two connecting rods (17) are respectively fixedly connected to the top ends of the two guide rods (8).
10. The prefabricated concrete pier according to claim 5, characterized in that: Each of the clamps (6) is equipped with an inclination sensor for detecting whether the electric pole (19) is inclined.
Citation Information
Patent Citations
A type of recycled concrete pole
CN218862247U
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CN108898788A
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CN113006451A
Steel-concrete composite pier for detecting uplift bearing capacity of anchor rod and construction method of steel-concrete composite pier
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Anti-frost-crack annular prestressed concrete electric pole
CN217400508U