Anti-overturning communication tower with counter weight

Abstract

The anti-overturning communication tower with the counter weight comprises a communication tower body, the communication tower body sequentially comprises a tower top, a tower body and a tower base from top to bottom, the tower top is detachably and fixedly connected with the tower body, the tower body is detachably and fixedly connected with the tower base, and the tower base comprises a bottom plate, a plurality of supporting plates, a plurality of L-shaped adjusting plates and a plurality of fixing pieces. An open groove is formed in the top of the bottom plate, the multiple supporting plates are arranged in the circumferential direction of the open groove, the supporting plates are arranged at the top of the bottom plate, the supporting plates are movably matched with the bottom plate, and the supporting plates are movably matched with the tower body. The tower body is vertically placed on the top of the bottom plate through the open groove, part of the tower body is wrapped by the supporting plate, the supporting plate, the tower body and the bottom plate are fixed through the fixing frame, the supporting plate and the tower body are fixed through the fixing piece, and the tower body is prevented from being separated from the supporting plate; and the distance between the adjusting plates is adjusted according to the volume of the concrete needing to be poured, so that the communication tower is suitable for different concrete filling amounts.

Description

Technical Field

[0001] The utility model relates to a communication tower, in particular to a self-equipped counterweight anti-overturning communication tower, belonging to the technical field of structural installation. Background Art

[0002] The bottom of a communication tower usually requires counterweights to improve its overall stability and load-bearing capacity, and prevent it from toppling over under the influence of strong winds or other natural factors. Generally, the bottom counterweights of communication towers are made of concrete or steel counterweight blocks, which are fixedly connected to the bottom of the communication tower to ensure good contact with the foundation, thereby stabilizing the tower body.

[0003] In the prior art, the pouring process of the counterweight of the communication tower poured with concrete requires the use of a concrete pouring mold. However, due to the different sizes of the communication towers, the volume of the required counterweights also varies, resulting in the need to prepare concrete pouring molds of different specifications for communication towers of different specifications, resulting in a waste of resources. Utility Model Content

[0004] Based on the above background, the purpose of the present invention is to provide a self-weighted anti-overturning communication tower with adjustable concrete pouring volume and supporting the communication tower during the concrete pouring process, so as to solve the problems described in the background technology.

[0005] In order to achieve the above-mentioned purpose of the utility model, the utility model provides the following technical solutions:

[0006] A self-weighted anti-overturning communication tower comprises a communication tower body, wherein the communication tower body comprises a tower top, a tower body and a tower base in sequence from top to bottom, the tower top is detachably fixedly connected to the tower body, and the tower body is detachably fixed to the tower base. The self-weighted anti-overturning communication tower also comprises a cast concrete mold, wherein the cast concrete mold comprises a base plate, a plurality of support plates, a plurality of L-shaped adjustment plates and a plurality of fixing parts, the top of the base plate is provided with a slot, the plurality of support plates are arranged along the circumference of the slot, and the support plates are placed on the top of the base plate, the support plates are movably matched with the base plate, the support plates are movably matched with the tower body, a fixing bracket is provided on the side of the support plate away from the tower body, one end of the fixing bracket is fixedly connected to the support plate, and the other end of the fixing bracket is detachably fixedly connected to the base plate, a plurality of fixing parts are sleeved on the outside of the support plate, the fixing parts are detachably fixedly connected to the support plate, a plurality of adjustment plates are circumferentially provided on the outer side of the support plate, and the adjustment plates are placed on the top of the base plate, and the adjustment plates are slidably matched with the base plate. The slots can place the tower body vertically on the top of the base plate, the support plate wraps part of the tower body, the fixing frame can fix the support plate together with the tower body and the base plate, and the fixing parts can fix the support plate and the tower body to prevent the tower body and the support plate from separating. The distance between each adjustment plate can be adjusted according to the volume of concrete to be poured.

[0007] Preferably, a slide plate is sleeved inside the support plate, the slide plate is engaged and slidably fitted with the support plate, the slide plate is movably fitted with the tower body, and the slide plate is detachably fixedly connected to the fixing member. The support plate and the slide plate can increase the contact area with the tower body, thereby providing better support for the tower body.

[0008] Preferably, the fixing frame includes a retractable first connecting rod, a retractable second connecting rod, and a support rod. The first connecting rod is hingedly connected to the second connecting rod. A support rod is provided adjacent to the hinged portion of the first and second connecting rods. One end of the support rod is hingedly connected to the first connecting rod, and the other end of the support rod is detachably fixedly connected to the second connecting rod. The lengths of the first and second connecting rods are adjustable so that the support can be changed according to the size of the tower body. The support rod supports the first and second connecting rods, making the first and second connecting rods more stable during support.

[0009] Preferably, an opening and closing plate is provided inside the adjustment plate, and the opening and closing plate is hinged to the adjustment plate, and can close the gap between adjacent adjustment plates.

[0010] Preferably, a plurality of slots are provided on the top of the bottom plate, and the slots are engaged with the second connecting rod, so as to fix the second connecting rod and prevent the second connecting rod from changing position during support.

[0011] Preferably, the fixing member is provided with a level, which is fixedly connected to the fixing member. The level can determine whether the tower body is tilted during the fixing process on the top of the base plate, and if tilted, it can be corrected in time.

[0012] Preferably, the support plate and the slide plate are both provided with fixing grooves, wherein fixing members are placed inside the fixing grooves. The fixing grooves can better fix the position of the fixing members and prevent the fixing members from shifting.

[0013] Preferably, the adjusting plate and the opening and closing plate are both provided with extension plates, which are engaged and slidably matched with the adjusting plate and the opening and closing plate. The adjusting plate and the opening and closing plate can be stretched upward to extend the extension plates, thereby increasing the concrete filling height.

[0014] Preferably, the fixing member includes a first curved plate, a second curved plate, and an elastic member. The first curved plate is hinged to the second curved plate, and the elastic member is fixed to the hinged portion of the first curved plate and the second curved plate. The first curved plate and the second curved plate are provided with a connecting member at one end away from the elastic block, and the connecting member is fixedly connected to the first curved plate and the second curved plate. The first curved plate and the second curved plate can better fit the support plate, thereby ensuring a more secure fixation. The elastic member can prevent the first curved plate and the second curved plate from undergoing extreme mechanical deformation and reversible deformation when tightened, thereby reducing the wear of the first curved plate and the second curved plate and increasing the service life.

[0015] Preferably, the self-weighted anti-overturning communication tower further includes a vibrator, which is detachably fixedly connected to any adjustment plate. The vibrator can fill the concrete into every corner to prevent uneven concrete filling.

[0016] Compared with the prior art, the utility model has the following advantages:

[0017] The utility model discloses a self-contained counterweight anti-overturning communication tower. The tower body is placed vertically on the top of the base plate by means of slots. The support plate wraps part of the tower body. The fixing frame fixes the support plate together with the tower body and the base plate. The fixing piece fixes the support plate to the tower body to prevent the tower body and the support plate from being separated. The distance between each adjustment plate is adjusted according to the volume of concrete to be poured, thereby serving as a communication tower suitable for different concrete filling volumes. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are merely embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on the provided drawings without paying any creative work.

[0019] Figure 1 This is a schematic diagram of the overall structure of the utility model's self-equipped counterweight anti-overturning communication tower;

[0020] Figure 2 This is a schematic diagram of the tower base structure of the utility model of a self-equipped counterweight anti-overturning communication tower;

[0021] Figure 3 This is a top view of the base plate of the utility model's self-weighted anti-overturning communication tower;

[0022] Figure 4 The utility model is a schematic diagram of the fixing structure of the anti-overturning communication tower with a self-contained counterweight.

[0023] In the figure: 1. Tower top; 2. Tower body; 3. Concrete pouring mold; 301. Base plate; 302. Support plate; 303. Adjustment plate; 304. Fixing frame; 305. Fixing piece; 4. Slot; 5. Card slot; 6. Vibrator; 7. Slide plate; 8. Fixing slot; 9. Opening and closing plate; 10. Extension plate; 11. First connecting rod; 12. Second connecting rod; 13. Support rod; 14. Level; 15. First curved plate; 16. Second curved plate; 17. Tower base. DETAILED DESCRIPTION

[0024] The following is a further detailed description of the technical solution of the present invention through specific embodiments and in conjunction with the accompanying drawings. It should be understood that the implementation of the present invention is not limited to the following embodiments, and any form of modification and / or change made to the present invention will fall within the scope of protection of the present invention.

[0025] In this utility model, unless otherwise specified, all parts and percentages are by weight. The equipment and raw materials used are commercially available or commonly used in the art. The methods in the following embodiments, unless otherwise specified, are conventional methods in the art. The components or equipment in the following embodiments, unless otherwise specified, are all common standard parts or components known to those skilled in the art. Their structures and principles are known to those skilled in the art through technical manuals or routine experimental methods.

[0026] The following detailed description of the embodiments of the present invention is made in conjunction with the accompanying drawings. In the following detailed description, for ease of explanation, many specific details are set forth to provide a comprehensive understanding of the embodiments of the present invention. However, one or more embodiments can also be implemented by those skilled in the art without these specific details.

[0027] like Figure 1 As shown, a communication tower with a self-contained counterweight and anti-overturning type includes a communication tower body, which includes a tower top 1, a tower body 2 and a tower base 17 from top to bottom. The tower top 1 is detachably fixed to the tower body 2, and the tower body 2 is detachably fixed to the tower base 17.

[0028] like Figure 2 and Figure 3As shown, the self-weighted, anti-overturning communication tower also includes a cast concrete mold 3, which includes a base plate 301, several support plates 302, several L-shaped adjustment plates 303, and several fixings 305. The base plate 301 has a slot 4 at the top, and several support plates 302 are arranged circumferentially along the slot 4. The support plates 302 are placed on top of the base plate 301, and the support plates 302 are movably engaged with the base plate 301 and the tower body 2. The support plates 302 are internally sleeved with slide plates 7, which are engaged and slidably engaged with the support plates 302, and movably engage with the tower body 2. The slide plates 7 are detachably fixedly connected to the fixings 305. The support plates 302 and the slide plates 7 increase the contact area with the tower body 2, providing better support for the tower body 2.

[0029] A fixed frame 304 is provided on the side of the support plate 302 facing away from the tower body 2. This frame 304 includes a retractable first connecting rod 11, a retractable second connecting rod 12, and a support rod 13. The first connecting rod 11 and the second connecting rod 12 are hingedly connected. A support rod 13 is provided adjacent to the hinged portion of the first and second connecting rods 11, 12. One end of the support rod 13 is hingedly connected to the first connecting rod 11, and the other end is removably fixedly connected to the second connecting rod 12. The lengths of the first and second connecting rods 11, 12 are adjustable to accommodate changes in the size of the tower body 2. The support rod 13 supports the first and second connecting rods 11, 12, ensuring greater stability during support. Several slots 5 are provided on the top of the base plate 301, which engage with the second connecting rod 12. These slots 5 secure the second connecting rod 12, preventing it from shifting during support.

[0030] Several fixing members 305 are sleeved onto the exterior of the support plate 302. These fixing members 305 are removably fixedly connected to the support plate 302. Both the support plate 302 and the slide plate 7 are provided with fixing slots 8, within which the fixing members 305 are placed. These slots 8 effectively secure the fixing members 305 and prevent them from shifting. A level 14 is provided on the fixing members 305, which is fixedly connected to the fixing members 305. This level 14 can determine whether the tower body 2 is tilted during its attachment to the top of the base plate 301, allowing for timely correction if tilt occurs.

[0031] like Figure 4As shown, the fixing member 305 includes a first curved plate 15, a second curved plate 16, and an elastic member. The first curved plate 15 and the second curved plate 16 are hingedly connected. The elastic member is fixed to the hinged portion of the first curved plate 15 and the second curved plate 16. Connectors are provided at the ends of the first curved plate 15 and the second curved plate 16 away from the elastic block. The connectors are both fixedly connected to the first curved plate 15 and the second curved plate 16. The first curved plate 15 and the second curved plate 16 can better fit the support plate 302, thereby ensuring a more secure fixation. The elastic member can prevent the first curved plate 15 and the second curved plate 16 from undergoing extreme mechanical deformation and reversible deformation during tightening, thereby reducing the wear of the first curved plate 15 and the second curved plate 16 and increasing their service life.

[0032] Several adjustment plates 303 are circumferentially arranged around the outer side of the support plate 302. These plates are placed atop the base plate 301 and slide in contact with the base plate 301. Opening and closing plates 9 are hingedly connected to the inner side of the adjustment plates 303 to close the gaps between adjacent adjustment plates 303.

[0033] The slot 4 can place the tower body 2 vertically on the top of the base plate 301, the support plate 302 wraps part of the tower body 2, the fixing frame 304 can fix the support plate 302 together with the tower body 2 and the base plate 301, and the fixing part 305 can fix the support plate 302 and the tower body 2 to prevent the tower body 2 from detaching from the support plate 302. The distance between each adjustment plate 303 can be adjusted according to the volume of concrete to be poured.

[0034] The adjusting plate 303 and the opening and closing plate 9 are both provided with an extension plate 10, which is engaged and slidably matched with the adjusting plate 303 and the opening and closing plate 9. The adjusting plate 303 and the opening and closing plate 9 can be stretched upward to extend the extension plate 10, thereby increasing the concrete filling height.

[0035] The self-balanced anti-overturning communication tower further includes a vibrator 6, which is detachably fixedly connected to any adjustment plate 303. The vibrator 6 can fill the concrete into every corner to prevent uneven concrete filling.

[0036] The operation process of the utility model of a self-weighted anti-overturning communication tower is as follows:

[0037] Determine the weight of the tower base 17 required to be installed on the tower body 2, place the bottom of the tower body 2 vertically in the slot 4 opened on the bottom plate 301, use the support plate 302 to wrap the surface of the tower body 2, pull the slide 7 out from the inside of the support plate 302, use the fixing piece 305 to fix the support plate 302 and the slide 7 to the surface of the tower body 2, adjust the length of the first connecting rod 11 and the second connecting rod 12 outside the support plate 302, so that the first connecting rod 11 and the second connecting rod 12 support the tower body 2 on the top of the bottom plate 301, thereby fixing the tower body 2, and judging whether the tower body 2 is tilted by the level ruler 14 set on the fixing piece 305. If tilt occurs, the tower body 2 can be corrected in time, and then the adjustment plate 3 can be adjusted. 03 changes the bottom area of ​​the required concrete filling. When the distance between the adjusting plates 303 is adjusted, open the opening and closing plate 9 to close the gap between the adjusting plates 303, and then pull the adjusting plate 303 and the extension plate 10 set inside the opening and closing plate 9 upward to change the height of the required concrete filling, and then set the required volume of concrete filling. Fill the concrete between the adjusting plates 303. After filling is completed, fix the vibrator 6 to the outside of the adjusting plate 303 and start the vibrator 6 to fill the concrete into every corner to prevent uneven concrete filling. When the concrete solidifies, the concrete pouring mold 3 can be removed. At this time, the tower base 17 and the tower body 2 are fixed.

[0038] This document uses specific examples to illustrate the principles and implementation methods of the present invention. The above examples are only intended to help understand the method and core concept of the present invention. It should be noted that those skilled in the art can make various improvements and modifications to the present invention without departing from the principles of the present invention, and such improvements and modifications also fall within the scope of protection of the claims of the present invention.

Claims

1. A self-equipped counterweight anti-overturning communication tower, characterized by: The self-weighted anti-overturning communication tower comprises a communication tower body, wherein the communication tower body comprises a tower top (1), a tower body (2) and a tower base (17) in order from top to bottom, wherein the tower top (1) is detachably fixedly connected to the tower body (2), and the tower body (2) is detachably fixedly connected to the tower base (17). The self-weighted anti-overturning communication tower further comprises a cast concrete mold (3), wherein the cast concrete mold (3) comprises a bottom plate (301), a plurality of support plates (302), a plurality of L-shaped adjustment plates (303) and a plurality of fixing members (305). A slot (4) is provided on the top of the bottom plate (301), and a plurality of support plates (302) are arranged circumferentially along the slot (4). The support plates (302) are placed on the top of the bottom plate (301). The support plate (302) is movably matched with the base plate (301), the support plate (302) is movably matched with the tower body (2), a fixing frame (304) is provided on the side of the support plate (302) away from the tower body (2), one end of the fixing frame (304) is fixedly connected to the support plate (302), and the other end of the fixing frame (304) is detachably fixedly connected to the base plate (301), a plurality of fixing members (305) are sleeved on the outside of the support plate (302), the fixing members (305) are detachably fixedly connected to the support plate (302), a plurality of adjustment plates (303) are circumferentially provided on the outside of the support plate (302), and the adjustment plates (303) are placed on the top of the base plate (301), and the adjustment plates (303) are slidably matched with the base plate (301).

2. The self-weighted anti-overturning communication tower according to claim 1, characterized in that: A slide plate (7) is sleeved inside the support plate (302), the slide plate (7) is engaged and slidably matched with the support plate (302), the slide plate (7) is movably matched with the tower body (2), and the slide plate (7) is detachably fixedly connected to the fixing member (305).

3. The self-weighted anti-overturning communication tower according to claim 1, characterized in that: The fixing frame (304) includes a telescopic first connecting rod (11), a telescopic second connecting rod (12) and a support rod (13), wherein the first connecting rod (11) is hinged to the second connecting rod (12), and a support rod (13) is provided adjacent to the hinged portion of the first connecting rod (11) and the second connecting rod (12), one end of the support rod (13) is hinged to the first connecting rod (11), and the other end of the support rod (13) is detachably fixedly connected to the second connecting rod (12).

4. The self-weighted anti-overturning communication tower according to claim 1, characterized in that: An opening and closing plate (9) is provided on the inner side of the adjustment plate (303), and the opening and closing plate (9) is hinged to the adjustment plate (303).

5. The self-weighted anti-overturning communication tower according to claim 1, characterized in that: A plurality of slots (5) are provided on the top of the bottom plate (301), and the slots (5) are engaged with the second connecting rod (12).

6. The self-weighted anti-overturning communication tower according to claim 2, characterized in that: The fixing member (305) is provided with a level ruler (14), and the level ruler (14) is fixedly connected to the fixing member (305).

7. The self-weighted anti-overturning communication tower according to claim 2, characterized in that: The support plate (302) and the slide plate (7) are both provided with a fixing groove (8), and a fixing member (305) is placed inside the fixing groove (8).

8. The self-weighted anti-overturning communication tower according to claim 4, characterized in that: The adjusting plate (303) and the opening and closing plate (9) are both provided with extension plates (10), and the extension plates (10) are both engaged and slidably matched with the adjusting plate (303) and the opening and closing plate (9).

9. The self-weighted anti-overturning communication tower according to claim 8, characterized in that: The fixing member (305) comprises a first curved plate (15), a second curved plate (16) and an elastic member, wherein the first curved plate (15) and the second curved plate (16) are hinged, and an elastic member is fixed to the hinged portion between the first curved plate (15) and the second curved plate (16), and a connecting member is provided at one end of the first curved plate (15) and the second curved plate (16) away from the elastic block, and the connecting member is fixedly connected to the first curved plate (15) and the second curved plate (16).

10. The self-weighted anti-overturning communication tower according to claim 9, characterized in that: The self-weighted anti-overturning communication tower further comprises a vibrator (6), wherein the vibrator (6) is detachably fixedly connected to any one of the adjustment plates (303).

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