CN218375515U

CN218375515U - Tower mast structure reinforcing apparatus

Info

Publication number: CN218375515U
Application number: CN202222767640.8U
Authority: CN
Inventors: 郝康; 高小艳; 尚秋花; 王怡; 胡岩松; 魏国强; 李旭; 辛明
Original assignee: China Tower Construction Technology Co ltd
Current assignee: China Tower Construction Technology Co ltd
Priority date: 2022-10-20
Filing date: 2022-10-20
Publication date: 2023-01-24
Anticipated expiration: 2032-10-20

Abstract

The utility model discloses a tower mast structure reinforcing apparatus, include: the tower mast is fixedly connected to the upper part of the concrete base, and a first fixing ferrule and a second fixing ferrule are sleeved on the outer side of the tower mast; the lower end of the reinforced inclined rod is fixedly connected with the concrete base, the upper portion of the reinforced inclined rod is connected with an upper pull rod, the upper pull rod is fixedly connected with a first fixing ferrule through a first connecting structure, a first fixing ferrule and a second fixing ferrule are sleeved on the outer side of the tower mast to fix the tower mast, the lower end of the reinforced inclined rod is fixedly connected with the concrete base, the upper pull rod is fixedly connected with the first fixing ferrule through the first connecting structure, and the upper pull rod is fixedly connected with the second fixing ferrule through the second connecting structure, so that the tower mast can be supported from the side face, the overall strength is enhanced, and the inclination caused by wind blowing is prevented.

Description

Tower mast structure reinforcing apparatus

Technical Field

The utility model relates to a reinforcing apparatus technical field, in particular to tower mast structure reinforcing apparatus.

Background

Current column reinforcing apparatus, like chinese utility model publication No. CN216277200U discloses a column reinforcing apparatus, this reinforcing apparatus aims at solving under the prior art that the reinforcement member structure is complicated, the installation difficulty and can't improve the technical problem of bulk stiffness when having the safeguard effect. This reinforcing apparatus includes pipe steel member device, installs pipe steel member device's otic placode steel member subassembly, connect in pipe steel member device inboard is used for reinforced (rfd) barrel inside lining steel member subassembly, set up in pipe steel member device is used for the zigzag of fixed former pylon inlay the connecting plate, set up in pipe steel member device downside be used for with fixed column foot ring flange in former pylon bottom, set up in pipe steel member device upside is used for the top sleeve subassembly at fixed former pylon top.

Although the above patent solves the problem, it only strengthens the strength of the tower column itself, does not strengthen the lateral support, and is still easy to shake when being blown by wind, so the present application proposes a tower mast structure reinforcing device.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a tower mast structure reinforcing apparatus passes through the fixed lasso fixed connection of second connection structure and second through the upper boom, can play the effect that the tower mast was supported from the side.

In order to achieve the above object, the utility model discloses a main technical scheme include:

a tower mast structural reinforcement, comprising: the tower mast is fixedly connected to the upper part of the concrete base, and a first fixing ferrule and a second fixing ferrule are sleeved on the outer side of the tower mast; the reinforced diagonal rod is fixedly connected with the concrete base, the upper portion of the reinforced diagonal rod is connected with an upper pull rod, the upper pull rod is fixedly connected with a first fixing ferrule through a first connecting structure, and the upper pull rod is fixedly connected with a second fixing ferrule through a second connecting structure.

Preferably, a first flange plate is welded to the lower portion of the reinforcing diagonal rod, and a second flange plate is welded to the upper portion of the reinforcing diagonal rod.

Preferably, the first flange plate is connected with the second flange plate through bolts, and reinforcing plates are welded on the first flange plate and the second flange plate respectively.

Preferably, the first connecting structure comprises a first square pipe, and the first square pipe is welded with the first fixed ferrule.

Preferably, the front side of first side pipe is welded with first connecting plate, the right side of first side pipe is equipped with second side pipe.

Preferably, the left side welding of second side pipe has the second connecting plate, the second connecting plate passes through the bolt and is connected with first connecting plate.

Preferably, the right side welding of second side pipe has the third connecting plate, the third connecting plate is connected with the pipe clamp through the nut, the pipe clamp overlaps on last pull rod.

Preferably, the first connecting structure and the second connecting structure have the same structure.

The utility model discloses possess following beneficial effect at least:

the utility model discloses in, have first fixed lasso and the fixed lasso of second through the outside cover at the tower mast, play the effect of fixed tower mast, consolidate the lower extreme of down tube and mix earth base fixed connection, go up the pull rod through first connection structure and first fixed lasso fixed connection, go up the pull rod and pass through second connection structure and the fixed lasso fixed connection of second, can play the effect that the tower mast was supported from the side, strengthened bulk strength, prevent the slope that leads to because of blowing.

Drawings

The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the application and together with the description serve to explain the application and not to limit the application. In the drawings:

fig. 1 is a schematic perspective view of a tower structure reinforcing apparatus of the present invention;

fig. 2 is a schematic plan view of the tower structure reinforcing apparatus of the present invention;

fig. 3 is a schematic view of a first connection structure of the present invention;

fig. 4 is an enlarged schematic structural diagram of a point a in fig. 1 of the present invention.

The reference numbers illustrate:

1. a tower mast; 2. a first fixed ferrule; 3. a second fixed collar; 4. a first connecting structure; 41. a pipe clamp; 42. a third connecting plate; 43. a second square tube; 44. a second connecting plate; 45. a first square tube; 46. a first connecting plate; 5. an upper pull rod; 6. a second connecting structure; 7. a concrete base; 8. reinforcing the diagonal rods; 9. a first flange plate; 10. a reinforcing plate; 11. a second flange.

Detailed Description

The embodiments of the present application will be described in detail with reference to the drawings and examples, so that how to implement the technical means for solving the technical problems and achieving the technical effects of the present application can be fully understood and implemented.

Referring to fig. 1 to 4, an embodiment of the present invention provides a tower mast structure reinforcing apparatus, including: a tower mast 1 and a reinforcement diagonal 8. Wherein, the tower mast 1 is fixedly connected with the upper part of the concrete base 7, and the outer side of the tower mast 1 is sleeved with a first fixed ferrule 2 and a second fixed ferrule 3; wherein, consolidate the lower extreme and the muddy earth base 7 fixed connection of down tube 8, consolidate the upper portion of down tube 8 and be connected with pull rod 5, go up pull rod 5 through first connection structure 4 and first fixed lasso 2 fixed connection, go up pull rod 5 through second connection structure 6 and the fixed lasso 3 fixed connection of second.

Wherein, the lower part of the reinforcing diagonal rod 8 is welded with a first flange 9, and the upper part of the reinforcing diagonal rod 8 is welded with a second flange 11.

The first flange 9 is connected with the second flange 11 through bolts, so that the reinforcing inclined rod 8 is connected with the upper pull rod 5, and reinforcing plates 10 are welded on the first flange 9 and the second flange 11 respectively.

The first connecting structure 4 comprises a first square pipe 45, the first square pipe 45 is welded with the first fixed ferrule 2, and the length of the first square pipe 45 is adjusted according to actual needs.

A first connection plate 46 is welded to the front side of the first square tube 45, and a second square tube 43 is provided to the right side of the first square tube 45.

A second connecting plate 44 is welded to the left side of the second square pipe 43, and the second connecting plate 44 is connected to a first connecting plate 46 by bolts.

A third connecting plate 42 is welded on the right side of the second square tube 43, the third connecting plate 42 is connected with a pipe clamp 41 through a nut, the pipe clamp 41 is sleeved on the upper pull rod 5, and the pipe clamp 41 plays a role in fixing the upper pull rod 5.

The first connecting structure 4 and the second connecting structure 6 have the same structure, but the first pipes 45 have different lengths.

The utility model discloses a theory of operation is: the first fixing ferrule 2 and the second fixing ferrule 3 are sleeved on the outer side of the tower mast 1 to fix the tower mast 1, the lower end of the reinforcing inclined rod 8 is fixedly connected with the concrete base 7, the upper pull rod 5 is fixedly connected with the first fixing ferrule 2 through the first connecting structure 4, the upper pull rod 5 is fixedly connected with the second fixing ferrule 3 through the second connecting structure 6, the effect of supporting the tower mast 1 from the side face can be achieved, and the overall strength is enhanced.

The foregoing description shows and describes several preferred embodiments of the present invention, but as before, it is to be understood that the invention is not limited to the forms disclosed herein, but is not to be construed as excluding other embodiments and is capable of use in various other combinations, modifications, and environments and is capable of changes within the scope of the inventive concept as expressed herein, either in the above teachings or as applied to the relevant art or knowledge. But that modifications and variations may be effected by those skilled in the art without departing from the spirit and scope of the invention, which is to be limited only by the claims appended hereto.

Claims

1. A tower mast structure reinforcing apparatus, comprising:

the tower mast (1) is fixedly connected to the upper part of the concrete base (7), and a first fixing ferrule (2) and a second fixing ferrule (3) are sleeved on the outer side of the tower mast (1);

consolidate down tube (8), consolidate the lower extreme and mix earth base (7) fixed connection of down tube (8), the upper portion of consolidating down tube (8) is connected with pull rod (5), go up pull rod (5) through first connection structure (4) and first fixed lasso (2) fixed connection, go up pull rod (5) through second connection structure (6) and second fixed lasso (3) fixed connection.

2. A tower mast structure reinforcement according to claim 1, wherein: the lower part welding of consolidating down tube (8) has first ring flange (9), the upper portion welding of consolidating down tube (8) has second ring flange (11).

3. A tower mast structure reinforcement according to claim 2, wherein: the first flange plate (9) is connected with the second flange plate (11) through bolts, and reinforcing plates (10) are welded on the first flange plate (9) and the second flange plate (11) respectively.

4. A tower mast structure reinforcement according to claim 1, wherein: the first connecting structure (4) comprises a first square pipe (45), and the first square pipe (45) is welded with the first fixing ferrule (2).

5. A tower mast structure reinforcement according to claim 4, wherein: the front side welding of first side pipe (45) has first connecting plate (46), the right side of first side pipe (45) is equipped with second side pipe (43).

6. A tower mast structure reinforcement according to claim 5, wherein: the left side welding of second side pipe (43) has second connecting plate (44), second connecting plate (44) pass through the bolt and are connected with first connecting plate (46).

7. A tower mast structure reinforcement according to claim 5, wherein: the right side welding of second side pipe (43) has third connecting plate (42), third connecting plate (42) are connected with pipe clamp (41) through the nut, pipe clamp (41) cover is on last pull rod (5).

8. A tower mast structure reinforcement according to claim 1, wherein: the first connecting structure (4) and the second connecting structure (6) have the same structure.