CN209457031U - A kind of communication shaft tower connection structure - Google Patents
A kind of communication shaft tower connection structure Download PDFInfo
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- CN209457031U CN209457031U CN201822152250.3U CN201822152250U CN209457031U CN 209457031 U CN209457031 U CN 209457031U CN 201822152250 U CN201822152250 U CN 201822152250U CN 209457031 U CN209457031 U CN 209457031U
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- connecting flange
- shaft tower
- several
- lower connecting
- communication
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Abstract
The utility model relates to a kind of communication shaft tower connection structures, including prefabricated pile, the top end surface of the prefabricated pile is bolted with shaft tower connection prefabricated component, and the top end surface of shaft tower connection prefabricated component is bolted with communication shaft tower, and the shaft tower connection prefabricated component is provided with threading hole with the circumference for communicating shaft tower.The simple structure of the communication shaft tower connection structure.
Description
Technical field
The utility model relates to a kind of communication shaft tower connection structures, are related to the civil engineering field of the communications industry.
Background technique
In the construction of nearly 2 years communication base station networks, core city's communication network development tends to depth covering, cell
Covering, the demand of road covering are more and more.It is conventional using reinforced concrete cast-in-situ basis in communication iron tower infrastructure, it should
The basis of kind form, technical maturity are gathered materials on the spot, and construction technical requirement is lower, is widely used in China.But in people's row
Under the scenes such as road, greenbelt, cell periphery, be often limited to construction site area, for a long time construction resident complain the problems such as, out
Existing unavoidable difficulty.
Utility model content
In view of the deficiencies in the prior art, the technical problem to be solved by the utility model is to provide a kind of connections of communication shaft tower
Structure is not only simple in structure, and convenient and efficient.
In order to solve the above-mentioned technical problem, the technical solution of the utility model is: a kind of communication shaft tower connection structure, including
Prefabricated pile, the top end surface of the prefabricated pile are bolted with shaft tower connection prefabricated component, and the top end surface of shaft tower connection prefabricated component is spirally connected
There is communication shaft tower, the shaft tower connection prefabricated component is provided with threading hole with the circumference for communicating shaft tower.
Preferably, the prefabricated pile includes the annular pile body to be embedded to inside soil body vertically, and the annular pile body is by height
Strength concrete pours, and internal circumferential direction is evenly equipped with several vertical presstressed reinforcing steels, and the top of the annular pile body is solid
Equipped with the first lower connecting flange, several High-strength bolt holes and several presstressed reinforcing steels are evenly distributed on the first lower connecting flange
Anchor hole, several High-strength bolt holes are located at the anchor hole outer ring of several presstressed reinforcing steels.
Preferably, the shaft tower connection prefabricated component includes connection method on first to be spirally connected to the top end surface with prefabricated pile
Orchid is evenly distributed in several High-strength bolt holes on connecting flange on first, and the top of connecting flange is coaxially set on described first
Be equipped with the second lower connecting flange, on first between connecting flange and the second lower connecting flange through round steel pipe it is coaxial it is fixed be one
Body, the outer diameter of the second lower connecting flange and communication pole tower bottom end it is fixed second on the outer diameter of connecting flange be adapted, under second
Several High-strength bolt holes are evenly distributed on connecting flange and second on connecting flange.
Preferably, circumference is installed with several ribs between connecting flange on the communication shaft tower and second.
Preferably, circumference is installed between connecting flange and the second lower connecting flange, round steel pipe periphery on described first
Several ribs.
Preferably, on the first lower connecting flange and first between the High-strength bolt hole of connecting flange through high-strength bolt, nut
Mutually it is spirally connected；Through high-strength bolt, the mutual spiral shell of nut between the High-strength bolt hole of connecting flange on second lower connecting flange and second
It connects.
Compared with prior art, the utility model has the following beneficial effects: the construction letter of the communication shaft tower connection structure
It is single, prefabricated component is connected by shaft tower and is mounted on shaft tower is communicated on prefabricated pile, prefabricated pile, shaft tower connection prefabricated component, communication shaft tower
Between connection type it is detachable, communication shaft tower replacement, it is quick and easy for installation；It, can also be together when communicating the change of shaft tower outer diameter
The shaft tower that replacement is adapted top end surface outer diameter with communication pole tower bottom end surface outer diameter connect prefabricated component；Show compared to traditional
Field pours connection type, short time limit, detachable adaptable, convenient to disassembly.
The utility model is described in more detail with reference to the accompanying drawings and detailed description.
Detailed description of the invention
Fig. 1 is the organigram of the utility model embodiment.
Fig. 2 is the top view of prefabricated pile.
Fig. 3 is the perspective view of the explosion of the utility model embodiment.
Specific embodiment
In order to make the above-mentioned features and advantages of the utility model more obvious and understandable, special embodiment below, and cooperate attached drawing,
It is described in detail below.
As shown in Fig. 1 ~ 3, a kind of communication shaft tower connection structure, including prefabricated pile 1, the top end surface of the prefabricated pile are spirally connected
There is shaft tower to connect prefabricated component 2, the top end surface of shaft tower connection prefabricated component is bolted with communication shaft tower 3, and the shaft tower connects prefabricated component
It is provided with threading hole 4 with the circumference for communicating shaft tower, provides convenience to communicate the cable laying of shaft tower.
In the utility model embodiment, the prefabricated pile includes the annular pile body 5 to be embedded to inside soil body vertically, institute
It states annular pile body to be poured by strong concrete, internal circumferential direction is evenly equipped with several vertical presstressed reinforcing steels, the ring
It is installed with the first lower connecting flange 6 at the top of shape pile body, is evenly distributed in several High-strength bolt holes 7 on the first lower connecting flange
With the anchor hole 8 of several presstressed reinforcing steels, several High-strength bolt holes are located at the anchor hole outer ring of several presstressed reinforcing steels.
In the utility model embodiment, the shaft tower connection prefabricated component includes being spirally connected to the top end surface with prefabricated pile
First on connecting flange 9, be evenly distributed in several High-strength bolt holes, connection method on described first on connecting flange on first
Blue top is coaxially arranged with the second lower connecting flange 10, through circular steel between connecting flange and the second lower connecting flange on first
11 coaxial welding of pipe is integrated, connecting flange 12 on the outer diameter of connecting flange is fixed with communication pole tower bottom end under second second
Outer diameter is adapted, and is evenly distributed in several High-strength bolt holes on connecting flange on the second lower connecting flange and second；Pass through
The diameter for changing the second lower connecting flange can be connected for the communication shaft tower of connecting flange outer diameter in difference second to be used, circular steel
Pipe inner hollow.
In the utility model embodiment, circumference is installed with several between connecting flange on the communication shaft tower and second
Ribs 13, intensity are high.
In the utility model embodiment, connecting flange and the second lower connecting flange, round steel pipe periphery on described first
Between circumference be installed with several ribs, intensity is high.
In the utility model embodiment, passed through between the High-strength bolt hole of connecting flange on the first lower connecting flange and first
High-strength bolt 14, nut 15 are mutually spirally connected；Through height between the High-strength bolt hole of connecting flange on second lower connecting flange and second
Strength bolt, nut are mutually spirally connected.
The utility model is not limited to above-mentioned preferred forms, anyone can obtain under the enlightenment of the utility model
Other various forms of communication shaft tower connection structures out.All equivalent changes done according to present utility model application the scope of the patents with repair
Decorations, should all belong to the covering scope of the utility model.
Claims (6)
1. a kind of communication shaft tower connection structure, it is characterised in that: including prefabricated pile, the top end surface of the prefabricated pile is bolted with bar
Tower connects prefabricated component, and the top end surface of shaft tower connection prefabricated component is bolted with communication shaft tower, the shaft tower connection prefabricated component with communicate
The circumference of shaft tower is provided with threading hole.
2. communication shaft tower connection structure according to claim 1, it is characterised in that: the prefabricated pile includes to bury vertically
Enter the annular pile body of inside soil body, the annular pile body is poured by strong concrete, and internal circumferential direction is evenly equipped with several
Root vertical presstressed reinforcing steel is installed with the first lower connecting flange, circumference on the first lower connecting flange at the top of the annular pile body
It is evenly equipped with the anchor hole of several High-strength bolt holes Yu several presstressed reinforcing steels, several High-strength bolt holes are located at several prestressing force
The anchor hole outer ring of muscle.
3. communication shaft tower connection structure according to claim 1, it is characterised in that: the shaft tower connection prefabricated component includes using
With the top end surface with prefabricated pile be spirally connected first on connecting flange, it is high-strength on connecting flange to be evenly distributed in several on first
Bolt hole is coaxially arranged with the second lower connecting flange, connecting flange and second on first on described first at the top of connecting flange
It is integrated between lower connecting flange through round steel pipe is coaxially fixed, the outer diameter of the second lower connecting flange and communication pole tower bottom end are fixed
Second on the outer diameter of connecting flange be adapted, be evenly distributed on connecting flange on the second lower connecting flange and second several
A High-strength bolt hole.
4. communication shaft tower connection structure according to claim 3, it is characterised in that: connected on the communication shaft tower and second
Circumference is installed with several ribs between flange.
5. communication shaft tower connection structure according to claim 3, it is characterised in that: connecting flange and second on described first
Circumference is installed with several ribs between lower connecting flange, round steel pipe periphery.
6. communication shaft tower connection structure according to claim 3, it is characterised in that: connect on the first lower connecting flange and first
It is mutually spirally connected between the High-strength bolt hole of acting flange through high-strength bolt, nut；Connecting flange on second lower connecting flange and second
High-strength bolt hole between be mutually spirally connected through high-strength bolt, nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822152250.3U CN209457031U (en) | 2018-12-21 | 2018-12-21 | A kind of communication shaft tower connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822152250.3U CN209457031U (en) | 2018-12-21 | 2018-12-21 | A kind of communication shaft tower connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209457031U true CN209457031U (en) | 2019-10-01 |
Family
ID=68041545
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822152250.3U Active CN209457031U (en) | 2018-12-21 | 2018-12-21 | A kind of communication shaft tower connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209457031U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111663837A (en) * | 2020-06-11 | 2020-09-15 | 陈如请 | Reinforcing structure for junction of offshore wind power installation framework |
-
2018
- 2018-12-21 CN CN201822152250.3U patent/CN209457031U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111663837A (en) * | 2020-06-11 | 2020-09-15 | 陈如请 | Reinforcing structure for junction of offshore wind power installation framework |
| CN111663837B (en) * | 2020-06-11 | 2022-01-04 | 乐风新能(北京)科技有限公司 | Reinforcing structure for junction of offshore wind power installation framework |
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