CN209163585U - A kind of communication tower frame ground anti-tilt structure - Google Patents
A kind of communication tower frame ground anti-tilt structure Download PDFInfo
- Publication number
- CN209163585U CN209163585U CN201820829815.4U CN201820829815U CN209163585U CN 209163585 U CN209163585 U CN 209163585U CN 201820829815 U CN201820829815 U CN 201820829815U CN 209163585 U CN209163585 U CN 209163585U
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- China
- Prior art keywords
- ground
- hollow bolt
- connector sleeve
- steel bar
- steel
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model discloses a kind of communication tower frame ground anti-tilt structures, including ground, the ground quadrangle is equipped with hollow bolt, the hollow bolt top is equipped with plug, spiral is connected with nut on the hollow bolt, gasket is installed below the nut, pressure-bearing reinforcing rod is installed inside the ground, and it is poured inside ground and is inoculated with concrete layer, spiral is connected with connector sleeve on the hollow bolt, grout outlet is offered on the connector sleeve, and exhaust pipe is connected on the right side of connector sleeve, steel bar column is connected with by connector sleeve below the hollow bolt, the end of the steel bar column is equipped with anchor head, reinforced steel bar ring is fastenedly connected with outside the ground, the reinforced steel bar ring other side is welded with reinforcing rod, the reinforcing rod end is welded with Steel-bar Pile, Steel-bar Pile end insertion ground is fastenedly connected with inside.The utility model has the advantages that stable structure, Anti-inclining, and at low cost has good development prospect.
Description
Technical field
The utility model relates to communication equipment ancillary technique field, specially a kind of communication tower frame ground anti-tilt structure.
Background technique
Communications tower belongs to one kind of signal transmitting tower, is also signal transmitting tower or signal tower, by tower body, platform, lightning rod,
The steel members such as ladder, antenna mounting composition, and through hot galvanizing preservative treatment, it is mainly used for microwave, ultrashort wave, wireless network signal
Transmission and transmitting etc., in modern communication and broadcast television signal launching tower engineering construction, no matter user select ground level
Or roof steel tower, the high communication antenna of frame is played, communication or TV emissioning signal service radius are increased, it is logical to reach ideal profession
Effect is interrogated, in addition roof also acts as the lightning protection in building, aviation warning and the double effects for decorateeing office block, using four feet
Free-standing structure meets Code for design of steel structures.
But the prior art has the disadvantage that
1, the connection of ground internal structure is not compact enough, easily seeps water, and service life is short；
2, over time, the stability of ground can be lower, and communication tower run-off the straight is caused even to be collapsed.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of communication tower frame ground anti-tilt structure, solves
The connection of ground internal structure is not compact enough, easy infiltration, service life is short and the stability of time permanent ground can be lower, cause to lead to
The problem of letter tower run-off the straight is even collapsed.
(2) technical solution
To achieve the above object, the utility model provides the following technical solutions: a kind of communication tower frame ground anti-tilt structure,
Including ground, the ground quadrangle is equipped with hollow bolt, and the hollow bolt top is equipped with plug, on the hollow bolt
Spiral is connected with nut, is equipped with gasket below the nut, pressure-bearing reinforcing rod is equipped with inside the ground, and inside ground
It pours and is inoculated with concrete layer, spiral is connected with connector sleeve on the hollow bolt, grout outlet is offered on the connector sleeve, and connect
Set right side is connected with exhaust pipe, and the hollow bolt lower section is connected with steel bar column, the end peace of the steel bar column by connector sleeve
Equipped with anchor head, reinforced steel bar ring is fastenedly connected with outside the ground, the reinforced steel bar ring other side is welded with reinforcing rod, the reinforcing rod end
End is welded with Steel-bar Pile, and Steel-bar Pile end insertion ground is fastenedly connected with inside.
Preferably, there is the continuous thread to match with nut in the outer surface of the hollow bolt.
Preferably, there is the continuous thread to match with the outer surface of hollow bolt inside the connector sleeve.
Preferably, the grout outlet diameter is greater than exhaust pipe diameter.
(3) beneficial effect
The utility model provides a kind of communication tower frame ground anti-tilt structure, have it is following the utility model has the advantages that
1, the utility model is by setting hollow bolt, plug, grout outlet, exhaust pipe, have connect it is compact, secured, no
The effect easily to seep water, solve the problems, such as ground internal structure connection it is not compact enough, it is easy infiltration, service life it is short, pass through setting
Hollow bolt carries out slip casting from hollow bolt top, and the mortar in hollow bolt is filled from inside to outside by grout outlet, so that respectively
A corner homomergic flow is to mortar, and air is discharged from exhaust pipe in hollow bolt, after the completion of slip casting, loads onto plug, passes through mortar stream
To each corner so that hollow bolt connect with ground stronger be not easy to loosen and shake.
2, the utility model has receiving pressure stronger, steady by setting pressure-bearing reinforcing rod, steel bar column, anchor head, Steel-bar Pile
Qualitative better effect, the stability for solving time permanent ground can be lower, lead to communication tower run-off the straight or even collapse
By setting pressure-bearing reinforcing rod and steel bar column, so that the bearing capacity of ground is stronger, anchor head and steel bar column is arranged in problem, so that
It is deeper with ground interior contact, enhance stability.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is structure enlargement diagram at the utility model A.
In figure: 1 ground, 2 hollow bolts, 3 plugs, 4 nuts, 5 gaskets, 6 pressure-bearing reinforcing rods, 7 concrete layers, 8 connector sleeves,
9 grout outlets, 10 exhaust pipes, 11 steel bar columns, 12 anchor heads, 13 reinforced steel bar rings, 14 reinforcing rods, 15 Steel-bar Piles.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
A kind of technical solution provided by the utility model referring to FIG. 1-2: a kind of communication tower frame ground anti-tilt structure,
Including ground 1,1 four jiaos of ground are equipped with hollow bolt 2, and 2 top of hollow bolt is equipped with plug 3, and spiral connects on hollow bolt 2
It is connected to nut 4, there is the continuous thread to match with nut 4 in the outer surface of hollow bolt 2, is equipped with gasket 5, ground 1 below nut 4
Inside is equipped with pressure-bearing reinforcing rod 6, and pours inside ground 1 and be inoculated with concrete layer 7, and spiral is connected with connector sleeve on hollow bolt 2
8, there is the continuous thread to match with the outer surface of hollow bolt 2 inside connector sleeve 8, grout outlet 9 is offered on connector sleeve 8, and even
Exhaust pipe 10 is connected on the right side of female connector 8,9 diameter of grout outlet is greater than 10 pipe diameter of exhaust pipe, by setting hollow bolt 2, blocks up
First 3, grout outlet 9, exhaust pipe 10 have the effect of that connection is compact, secured, are not easy to seep water, and solve the connection of ground internal structure
The short problem of not compact enough, easy infiltration, service life carries out slip casting from 2 top of hollow bolt by the way that hollow bolt 2 is arranged, in
Mortar in spare anchor bar 2 is filled from inside to outside by grout outlet 9, so that each corner homomergic flow arrives mortar, sky in hollow bolt 2
Gas is discharged from exhaust pipe 10, after the completion of slip casting, loads onto plug 3, flows to each corner by mortar, so that hollow bolt 2 and ground
The stronger of the connection of base 1 is not easy to loosen and shake, and is connected with steel bar column 11, steel bar column 11 by connector sleeve 8 below hollow bolt 2
End anchor head 12 is installed, be fastenedly connected with reinforced steel bar ring 13 outside ground 1,13 other side of reinforced steel bar ring is welded with reinforcing rod 14, steel
14 end of rib is welded with Steel-bar Pile 15, by the way that pressure-bearing reinforcing rod 6, steel bar column 11, anchor head 12, Steel-bar Pile 15 is arranged, has and holds
, stability better effect stronger by pressure, the stability for solving time permanent ground can be lower, communication tower caused to incline
By setting pressure-bearing reinforcing rod 6 and steel bar column 11, so that the bearing capacity of ground is stronger, anchor is arranged in the problem of tiltedly even collapsing
First 12 and Steel-bar Pile 15, so that deeper with ground interior contact, enhance stability, 15 end of Steel-bar Pile is embedded in ground and internal
It is fastenedly connected.
Working principle: plug 3 is opened, from the slip casting inside of 2 top of hollow bolt, the mortar in hollow bolt 2 passes through pulp
Mouthfuls 9 fill from inside to outside, so that each corner homomergic flow arrives mortar, for air from the discharge of exhaust pipe 10, slip casting is complete in hollow bolt 2
Cheng Hou loads onto plug 3, flows to each corner by mortar so that hollow bolt 2 connect with ground 1 stronger be not easy to loosen
And shaking, anchor head 12 is connected below steel bar column 11, anchor head 12 is embedded in underground deep layer and connects outside ground 1 so that ground 1 is more firm
Steel-bar Pile 15 is connect, the equally insertion underground deep layer of Steel-bar Pile 15 makes ground 1 be not easy to tilt, in addition, load-bearing reinforcing rod 6 makes ground 1
It is stronger to bear pressure, thus more stable.
In conclusion the utility model passes through setting hollow bolt 2, plug 3, pressure-bearing reinforcing rod 6, grout outlet 9, exhaust pipe
10, steel bar column 11, anchor head 12 and Steel-bar Pile 15, solve ground internal structure connection it is not compact enough, it is easy infiltration, service life it is short
The problem of being lower with the stability of time permanent ground, leading to communication tower run-off the straight or even collapse.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of communication tower frame ground anti-tilt structure, including ground (1), it is characterised in that: ground (1) quadrangle is equipped with
Hollow bolt (2), hollow bolt (2) top are equipped with plug (3), and spiral is connected with nut on the hollow bolt (2)
(4), it is equipped with gasket (5), is equipped with pressure-bearing reinforcing rod (6) inside the ground (1), and ground (1) below the nut (4)
Inside, which is poured, to be inoculated with concrete layer (7), and spiral is connected with connector sleeve (8) on the hollow bolt (2), is opened on the connector sleeve (8)
It is connected with exhaust pipe (10) equipped with grout outlet (9), and on the right side of connector sleeve (8), passes through connector sleeve below the hollow bolt (2)
(8) it is connected with steel bar column (11), the end of the steel bar column (11) is equipped with anchor head (12), is fastenedly connected outside the ground (1)
Have reinforced steel bar ring (13), reinforced steel bar ring (13) other side is welded with reinforcing rod (14), and reinforcing rod (14) end is welded with steel
Muscle stake (15), Steel-bar Pile (15) end insertion ground are fastenedly connected with inside.
2. a kind of communication tower frame ground anti-tilt structure according to claim 1, it is characterised in that: the hollow bolt
(2) there is the continuous thread to match with nut (4) in outer surface.
3. a kind of communication tower frame ground anti-tilt structure according to claim 1, it is characterised in that: the connector sleeve (8)
There is the continuous thread to match with the outer surface of hollow bolt (2) in inside.
4. a kind of communication tower frame ground anti-tilt structure according to claim 1, it is characterised in that: the grout outlet (9)
Diameter is greater than exhaust pipe (10) pipe diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820829815.4U CN209163585U (en) | 2018-05-30 | 2018-05-30 | A kind of communication tower frame ground anti-tilt structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820829815.4U CN209163585U (en) | 2018-05-30 | 2018-05-30 | A kind of communication tower frame ground anti-tilt structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209163585U true CN209163585U (en) | 2019-07-26 |
Family
ID=67326839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820829815.4U Expired - Fee Related CN209163585U (en) | 2018-05-30 | 2018-05-30 | A kind of communication tower frame ground anti-tilt structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209163585U (en) |
-
2018
- 2018-05-30 CN CN201820829815.4U patent/CN209163585U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190726 Termination date: 20200530 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |