CN210975870U - Communication engineering iron tower is with prefabricated column foot - Google Patents
Communication engineering iron tower is with prefabricated column foot Download PDFInfo
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- CN210975870U CN210975870U CN201921704612.3U CN201921704612U CN210975870U CN 210975870 U CN210975870 U CN 210975870U CN 201921704612 U CN201921704612 U CN 201921704612U CN 210975870 U CN210975870 U CN 210975870U
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Abstract
The utility model discloses a communication engineering iron tower is with prefabricated column foot, including last column foot main part and lower column foot main part, go up the column foot main part and include first fixed steel sheet and first connection rod iron, first fixed steel sheet upper end bilateral symmetry position has butt joint to have first installation steel sheet, install first nut on the first fastening bolt of installation on the first installation steel sheet, lower column foot main part includes the fixed steel sheet of second, the fixed steel sheet of third and second connection rod iron, install long anchor assembly on the fixed steel sheet of third, install second fastening bolt on the second installation steel sheet of welded on the long anchor assembly, install the second nut on the second fastening bolt. The utility model discloses a tower footing main part, lower tower footing main part, long anchor assembly, first installation steel sheet, first fastening bolt, first nut, second fastening bolt, second nut and second installation steel sheet have been solved and prefabricated tower footing fixed effect is not good uses the problem of easily empting and the complicated difficult installation of structure for a long time.
Description
Technical Field
The utility model relates to a communication engineering iron tower technical field specifically is a communication engineering iron tower is with prefabricated column foot.
Background
The communication iron tower is composed of tower body, platform, lightning rod, ladder stand, antenna support and other steel components, is subjected to hot galvanizing and anti-corrosion treatment, and is mainly used for transmission and emission of microwave, ultrashort wave and wireless network signals. When the communication iron tower is installed, a prefabricated tower footing is usually needed and used for fixing the communication iron tower. At present, the fixed effect of current prefabricated tower footing is not good, uses for a long time and easily emptys the damage, and the difficult installation of complicated structure, has increased people's burden, can't satisfy the demand in the in-service use, therefore urgent need can the modified technique on the market, perfect this equipment.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a communication engineering iron tower is with prefabricated column foot to solve the problem that proposes in the above-mentioned background art.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a communication engineering is prefabricated column foot for iron tower, includes column foot main part and lower column foot main part, it includes first fixed steel sheet and first connecting rod to go up the column foot main part, and the upper end welding of the first installation steel sheet of first fixed steel sheet upper end bilateral symmetry position butt has the iron tower bracing piece, install first nut on the first fastening bolt of installation on the first installation steel sheet, the column foot main part includes second fixed steel sheet, third fixed steel sheet and second connecting rod down, and installs long anchor assembly on the third fixed steel sheet, install second fastening bolt on the welded second installation steel sheet on the long anchor assembly, and install the second nut on the second fastening bolt.
Preferably, a first injection port is formed in the middle of the first fixing steel plate.
Preferably, the first fastening bolt sequentially penetrates through the first mounting steel plate and the first fixing steel plate from top to bottom to be rotatably connected with the first nut.
Preferably, the lower end of the first connecting steel bar is welded with the upper end of the second fixing steel plate, and a second injection port is formed in the middle of the second fixing steel plate.
Preferably, a round hole is formed in the third fixed steel plate, and the third fixed steel plate is connected with the long anchoring piece in a sleeved mode through the round hole.
Preferably, the second fastening bolt sequentially penetrates through the second mounting steel plate and the third fixing steel plate from bottom to top to be rotatably connected with the second nut.
Preferably, the lower end of the second fixed steel plate is connected with the third fixed steel plate through a second connecting steel bar in a welding mode.
(III) advantageous effects
The utility model provides a communication engineering iron tower is with prefabricated column foot possesses following beneficial effect:
(1) the utility model solves the problem that the prefabricated tower footing is not good in fixing effect and easy to topple and damage after long-time use by arranging the upper tower footing main body, the lower tower footing main body and the long anchoring piece, the upper tower footing main body of the utility model comprises a first fixing steel plate and a first connecting steel bar, the lower tower footing main body comprises a second fixing steel plate, a third fixing steel plate and a second connecting steel bar, when in use, a pre-buried pit is dug in the proper position on the ground in advance, then the upper tower footing main body, the lower tower footing main body and the long anchoring piece are placed in the pre-buried pit, a large amount of concrete is poured in the first filling opening of the first fixing steel plate and the second filling opening of the second fixing steel plate, the concrete is solidified, the upper tower footing main body is used for installing communication engineering, the lower tower footing main body increases the area with the ground, the stability is improved, and the long anchoring piece further increases the contact area with the ground, the fixing effect is good.
(2) The utility model solves the problem that the structure of the prefabricated tower base is complex and the burden of people is increased due to the difficult installation by arranging a first installation steel plate, a first fastening bolt, a first nut, a second fastening bolt, a second nut and a second installation steel plate, the second fastening bolt of the utility model sequentially passes through the second installation steel plate and a third fixed steel plate from bottom to top to be rotationally connected with the second nut, the long anchoring part is firstly inserted into a round hole on the third fixed steel plate, then the second fastening bolt passes through the second installation steel plate and the third fixed steel plate, and then the second nut is rotationally connected and fixed with the second fastening bolt, so that the long anchoring part can be fixed, and the first fastening bolt sequentially passes through the first installation steel plate and the first fixed steel plate from top to bottom to be rotationally connected with the first nut, the first installation steel plate of the iron tower supporting rod can be aligned with the first fixed steel plate, and then the first fastening bolt passes through the first installation steel plate and the first fixed steel plate, and then the first nut is rotated to be fixedly connected with the first fastening bolt, so that the communication engineering iron tower can be fixed, and the effect of easy installation is achieved.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the upper column foundation main body of FIG. 1 according to the present invention;
fig. 3 is a schematic view of the connection between the upper foundation main body and the iron tower support rod in fig. 1 according to the present invention;
FIG. 4 is a schematic structural view of the lower column foot main body of FIG. 1 according to the present invention;
fig. 5 is a schematic view of the connection between the lower foundation main body and the long anchoring member in fig. 1 according to the present invention;
fig. 6 is a schematic top view of the present invention.
The reference numbers in the figures are: 1. supporting rods of an iron tower; 2. an upper foundation main body; 3. a first injection port; 4. a lower foundation main body; 5. a second injection port; 6. a long anchor; 7. a first fixed steel plate; 8. a first connecting steel bar; 9. a first mounting steel plate; 10. a first fastening bolt; 11. a first nut; 12. a second fixed steel plate; 13. a third fixed steel plate; 14. a second connecting steel bar; 15. a second fastening bolt; 16. a second nut; 17. a circular hole; 18. and a second mounting steel plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1-6, the utility model provides a technical solution: a prefabricated tower footing for a communication engineering iron tower comprises an upper tower footing main body 2 and a lower tower footing main body 4, wherein the upper tower footing main body 2 comprises a first fixed steel plate 7 and a first connecting steel bar 8, an iron tower supporting rod 1 is welded at the upper end of a first mounting steel plate 9 which is abutted to the left-right symmetrical position of the upper end of the first fixed steel plate 7, a first nut 11 is installed on a first fastening bolt 10 installed on the first mounting steel plate 9, the lower tower footing main body 4 comprises a second fixed steel plate 12, a third fixed steel plate 13 and a second connecting steel bar 14, the contact area between the lower tower footing main body 4 and the ground can be increased, so that the communication iron tower is firmer, a long anchoring part 6 is installed on the third fixed steel plate 13, the long anchoring part 6 is buried in the ground, the contact area between the lower tower footing and the ground can be increased, so that the communication iron tower is firmer, a second fastening bolt 15 is installed on a second mounting steel plate, and a second nut 16 is mounted on the second fastening bolt 15.
Further, a first filling opening 3 is formed in the middle of the first fixing steel plate 7, and the first filling opening 3 is convenient for concrete to be filled.
Further, the first fastening bolt 10 passes through the first mounting steel plate 9 and the first fixing steel plate 7 from top to bottom in sequence to be rotatably connected with the first nut 11, and the first fastening bolt 10 and the first nut 11 are used for connecting the first mounting steel plate 9 and the first fixing steel plate 7.
Further, the lower end of the first connecting steel bar 8 is connected with the upper end of the second fixing steel plate 12 in a welding mode, the middle position of the second fixing steel plate 12 is provided with a second injection opening 5, and the second injection opening 5 is convenient for injecting concrete.
Further, a round hole 17 is formed in the third fixing steel plate 13, the third fixing steel plate 13 is connected with the long anchoring piece 6 in a sleeved mode through the round hole 17, and the round hole 17 of the third fixing steel plate 13 is convenient for installation of the long anchoring piece 6.
Further, the second fastening bolt 15 sequentially penetrates through the second mounting steel plate 18 and the third fixing steel plate 13 from bottom to top to be rotatably connected with the second nut 16, and the second fastening bolt 15 and the second nut 16 are used for connecting the second mounting steel plate 18 and the third fixing steel plate 13.
Further, the lower end of the second fixed steel plate 12 is connected with the third fixed steel plate 13 through the second connecting steel bar 14 in a welding mode, and the second fixed steel plate 12, the second connecting steel bar 14 and the third fixed steel plate 13 are connected to form a frame, so that concrete can be poured conveniently and fixed.
The working principle is as follows: when the device is used, the long anchoring piece 6 is firstly inserted into a round hole 17 on a third fixing steel plate 13, then the second fastening bolt 15 is rotated downwards to penetrate through a second mounting steel plate 18 and the third fixing steel plate 13, then the second nut 16 is rotated to be connected and fixed with the second fastening bolt 15, the long anchoring piece 6 can be fixed, then the first mounting steel plate 9 of the iron tower supporting rod 1 is aligned to the first fixing steel plate 7, then the first fastening bolt 10 is rotated to penetrate through the first mounting steel plate 9 and the first fixing steel plate 7, then the first nut 11 is rotated to be connected and fixed with the first fastening bolt 10, a communication engineering iron tower can be fixed, then an embedded pit is dug out at a proper position on the ground, then the upper tower foundation main body 2, the lower tower foundation main body 4 and the long anchoring piece 6 are placed in the embedded pit, then a large amount of concrete is poured into the first injection port 3 of the first fixing steel plate 7 and the second injection port 5 of the second fixing steel, and (5) solidifying the concrete.
To sum up can, the utility model discloses a tower footing main part 2, lower tower footing main part 4, long anchor assembly 6, first installation steel sheet 9, first fastening bolt 10, first nut 11, second fastening bolt 15, second nut 16 and second installation steel sheet 18 have been solved and prefabricated the fixed effect of tower footing is not good and long-time use is easily emptyd the problem of damage and the complicated difficult installation of structure.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a communication engineering iron tower is with prefabricated column foot, includes column foot main part (2) and lower column foot main part (4), its characterized in that: go up column foot main part (2) and include first fixed steel sheet (7) and first connecting rod (8), and the upper end welding of first installation steel sheet (9) of first fixed steel sheet (7) upper end bilateral symmetry position butt has iron tower bracing piece (1), install first nut (11) on first fastening bolt (10) of installation on first installation steel sheet (9), lower column foot main part (4) includes second fixed steel sheet (12), third fixed steel sheet (13) and second connecting rod (14), and installs long anchor assembly (6) on third fixed steel sheet (13), install second fastening bolt (15) on second installation steel sheet (18) of welding on long anchor assembly (6), and install second nut (16) on second fastening bolt (15).
2. The prefabricated tower footing for the communication engineering iron tower according to claim 1, characterized in that: the middle position of the first fixed steel plate (7) is provided with a first injection port (3).
3. The prefabricated tower footing for the communication engineering iron tower according to claim 1, characterized in that: the first fastening bolt (10) sequentially penetrates through the first mounting steel plate (9) and the first fixing steel plate (7) from top to bottom to be rotatably connected with the first nut (11).
4. The prefabricated tower footing for the communication engineering iron tower according to claim 1, characterized in that: the lower end of the first connecting steel bar (8) is connected with the upper end of the second fixing steel plate (12) in a welding mode, and a second injection opening (5) is formed in the middle of the second fixing steel plate (12).
5. The prefabricated tower footing for the communication engineering iron tower according to claim 1, characterized in that: round holes (17) are formed in the third fixing steel plate (13), and the third fixing steel plate (13) is connected with the long anchoring piece (6) in a sleeved mode through the round holes (17).
6. The prefabricated tower footing for the communication engineering iron tower according to claim 1, characterized in that: and the second fastening bolt (15) sequentially penetrates through the second mounting steel plate (18) and the third fixing steel plate (13) from bottom to top to be rotatably connected with the second nut (16).
7. The prefabricated tower footing for the communication engineering iron tower according to claim 1, characterized in that: the lower end of the second fixed steel plate (12) is connected with a third fixed steel plate (13) in a welding mode through a second connecting steel bar (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921704612.3U CN210975870U (en) | 2019-10-12 | 2019-10-12 | Communication engineering iron tower is with prefabricated column foot |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921704612.3U CN210975870U (en) | 2019-10-12 | 2019-10-12 | Communication engineering iron tower is with prefabricated column foot |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210975870U true CN210975870U (en) | 2020-07-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921704612.3U Active CN210975870U (en) | 2019-10-12 | 2019-10-12 | Communication engineering iron tower is with prefabricated column foot |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210975870U (en) |
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2019
- 2019-10-12 CN CN201921704612.3U patent/CN210975870U/en active Active
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