CN205908092U - Prestressing force communication tower - Google Patents
Prestressing force communication tower Download PDFInfo
- Publication number
- CN205908092U CN205908092U CN201620690547.3U CN201620690547U CN205908092U CN 205908092 U CN205908092 U CN 205908092U CN 201620690547 U CN201620690547 U CN 201620690547U CN 205908092 U CN205908092 U CN 205908092U
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- tower
- prestressing force
- tower section
- fixed platform
- presstressed reinforcing
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Abstract
The utility model provides a prestressing force communication tower, this prestressing force communication tower include the king -tower body, prestressing force fixed platform and a plurality of prestressing tendons, wherein: the top is equipped with top tower segment to being divided into a plurality of tower segment down from last for the king -tower body, and tower segment below in top is equipped with the 2nd tower segment, and top tower segment fixes on the 2nd tower segment, and tower segment bottom the bottom of the king -tower body is equipped with still has a plurality of tower segment between bottom tower segment and the 2nd tower segment, the 2nd tower segment's top is equipped with first prestressing force fixed platform, bottom tower segment's bottom is equipped with second prestressing force fixed platform, prestressing tendons installs at the king -tower internally, and its both ends are fixed respectively on first prestressing force fixed platform and second prestressing force fixed platform, still be equipped with a switch door on the tower segment of bottom for constructor gets into the interior operation of tower. Through prestressing tendons's axle power tensioning, effective steadiness that increases the communication tower king -tower body self reduces lateral displacement to reduce the steel quantity, practice thrift and build the tower cost.
Description
Technical field
This utility model is related to communication tower field, in particular to a kind of prestressing force communication tower.
Background technology
Now build part blast larger area or compared with high type communication tower, the bending moment force that tower body bears is larger, in order to strengthen communication
Tower stability in the large, reduces tower body lateral displacement, and prior art is generally using the side increasing tower body caliber, increase tower body steel using amount
Formula, communication tower volume is larger, and steel using amount is also larger.
Utility model content
This utility model purpose is to provide a kind of prestressing force communication tower, can realize in the case of less steel using amount
Itself monolithic stability of the communication tower of blast larger area.
Above-mentioned purpose of the present utility model is realized by the technical characteristic of independent claims, and dependent claims are to select else
Or favourable mode develops the technical characteristic of independent claims.
For reaching above-mentioned purpose, the utility model proposes a kind of prestressing force communication tower, described prestressing force communication tower includes leading
Tower body, prestressing force fixed platform and some presstressed reinforcing steels, wherein:
Described main tower is divided into multiple tower section from top to bottom, and top is provided with top tower section, is provided with second below the tower section of top
Tower section, top tower section is fixed in the second tower section, and the bottom of main tower is provided with bottom tower section, between bottom tower section and the second tower section
Also there are some tower section；
The top of described second tower section is provided with the first prestressing force fixed platform, and it is pre- that the bottom of described bottom tower section is provided with second
Stress fixed platform；
Described presstressed reinforcing steel is arranged in king-tower body, and its two ends is separately fixed at described first prestressing force fixed platform and institute
State in the second prestressing force fixed platform；
One switch gate is additionally provided with described bottom tower section, enters operation in tower for workmen.
Further, described first prestressing force fixed platform is a connecting plate, and described presstressed reinforcing steel is all fixed on this company
On fishplate bar.
Further, described second prestressing force fixed platform is some otic placodes located at described bottom tower section bottom, ear
Plate quantity is suitable with presstressed reinforcing steel quantity, and otic placode is uniformly distributed around main tower inwall, and described presstressed reinforcing steel is corresponded with otic placode
Anchor connection.
Further, described presstressed reinforcing steel can be deformed bar or prestress wire, and two ends are provided with anchor.
Preferably, described otic placode can be located at main tower inside bottom flange.
Compared with prior art, prestressing force communication tower of the present utility model, its remarkable advantage is:
1st, pass through presstressed reinforcing steel in king-tower body and strengthen main tower stability in the large, reduce tower body lateral displacement, can effectively drop
Low tower body steel using amount, saves the steel use cost of tower body.
2nd, reduce main tower caliber, reduce floor space, increase communication tower aesthetic property.
As long as it should be appreciated that all combinations of aforementioned concepts and the extra design describing in greater detail below are at this
A part for the utility model theme of the disclosure is can be viewed as in the case that the design of sample is not conflicting.In addition, being wanted
Ask the theme of protection all combinations be considered as the disclosure utility model theme a part.
The foregoing and other side of this utility model teaching can be more fully appreciated with conjunction with accompanying drawing from the following description
Face, embodiment and feature.The feature of other additional aspect such as illustrative embodiments of the present utility model and/or beneficial effect
To be obvious in the following description, or learn in the practice by the specific embodiment according to this utility model teaching.
Brief description
Accompanying drawing is not intended to drawn to scale.In the accompanying drawings, identical or approximately uniform group of each illustrating in each figure
One-tenth partly can be indicated by the same numeral.For clarity, in each figure, not each ingredient is all labeled.
Now, by by example and the embodiment of of the present utility model various aspects is described in reference to the drawings, wherein:
Fig. 1 is the overall structure diagram of the prestressing force communication tower according to some embodiments of this utility model.
Fig. 2 is the structure of the first prestressing force fixed platform of the prestressing force communication tower according to some embodiments of this utility model
Schematic diagram.
Fig. 3 is the structure of the second prestressing force fixed platform of the prestressing force communication tower according to some embodiments of this utility model
Schematic diagram.
Specific embodiment
In order to know more about technology contents of the present utility model, especially exemplified by specific embodiment and coordinate institute's accompanying drawings to be described as follows.
It is described with reference to each side of the present utility model in the disclosure, shown in the drawings of the enforcement of many explanations
Example.Embodiment of the disclosure must not be intended to including all aspects of the present utility model.It should be appreciated that multiple structures presented hereinbefore
Think and embodiment, and describe in more detail below those design and embodiment can in many ways in any one
To implement, this is because design disclosed in the utility model and embodiment are not limited to any embodiment.In addition, this practicality
New some aspects disclosed can be used alone, or otherwise any appropriately combined next with disclosed in this utility model
Use.
In conjunction with shown in Fig. 1, according to embodiment of the present utility model, a kind of prestressing force communication tower, including main tower 1, in advance should
Power fixed platform 2 and several presstressed reinforcing steels 3.
Main tower 1 is divided into four tower section, and top is provided with top tower section 101, is provided with the second tower section below top tower section 101
102, top tower section 101 is fixed in the second tower section 102, and the bottom of main tower 1 is provided with bottom tower section 104, bottom tower section and the
Also there is between two tower section the 3rd tower section 103.
The top of the second tower section 102 is provided with the first prestressing force fixed platform 201, and the bottom of bottom tower section 104 is provided with second
Prestressing force fixed platform 202.
Presstressed reinforcing steel 3 is arranged in main tower 1, can adopt deformed bar or prestress wire, its two ends is provided with anchor
It is fixedly mounted with and puts, be anchored at respectively in the first prestressing force fixed platform 201 and the second prestressing force fixed platform 202.
One switch gate 4 is additionally provided with bottom tower section 104, enters the tensioning carrying out presstressed reinforcing steel 3 in tower for workmen
Operation.
In conjunction with shown in Fig. 2, the first prestressing force fixed platform 201 is a cross connecting plate, positioned at the second tower section 102 top,
All presstressed reinforcing steels 3 are each attached on this cross connecting plate.
In conjunction with shown in Fig. 3, the second prestressing force fixed platform 202 is some otic placodes 5 located at bottom tower section 104 bottom,
Otic placode 5 quantity is suitable with presstressed reinforcing steel 3 quantity, and otic placode 5 is uniformly distributed around main tower 1 inwall.
Before second tower section 102 lifting, first one end of presstressed reinforcing steel 3 is fixed on the second tower section by cross connecting plate
102 tops, presstressed reinforcing steel hangs in the second tower section 102.Second tower section 102 lift in place after, all presstressed reinforcing steels hang to
Main tower 1 bottom, staff enters in main tower 1 from switch gate 4, carries out tensioning operation to presstressed reinforcing steel 3, then by prestressing force
The stretching end of muscle 3 corresponds anchor connection with otic placode 5.
Preferably, otic placode 5 can be located at the flange of main tower 1 inwall.
By the axle power tensioning of presstressed reinforcing steel, the crosswind force suffered by main tower and the bending moment force of itself, all can lead to
Cross presstressed reinforcing steel to conduct to the second prestressing force fixed platform, then conducted to underground by the second prestressing force fixed platform such that it is able to
Effectively lift the self stability of main tower, reduce communication tower transversely deforming displacement.
Although this utility model is disclosed above with preferred embodiment, so it is not limited to this utility model.This reality
Use new those of ordinary skill in the art, without departing from spirit and scope of the present utility model, each when making
The change planted and retouching.Therefore, protection domain of the present utility model is worked as and is defined depending on those as defined in claim.
Claims (5)
1. a kind of prestressing force communication tower it is characterised in that described prestressing force communication tower include main tower, prestressing force fixed platform with
And some presstressed reinforcing steels, wherein:
Described main tower is divided into multiple tower section from top to bottom, and top is provided with top tower section, is provided with the second tower section below the tower section of top,
Top tower section is fixed in the second tower section, and the bottom of main tower is provided with bottom tower section, also has between bottom tower section and the second tower section
There are some tower section；
The top of described second tower section is provided with the first prestressing force fixed platform, and the bottom of described bottom tower section is provided with the second prestressing force
Fixed platform；
Described presstressed reinforcing steel is arranged in king-tower body, and its two ends is separately fixed at described first prestressing force fixed platform and described the
In two prestressing force fixed platforms；
One switch gate is additionally provided with described bottom tower section, enters operation in tower for workmen.
2. prestressing force communication tower according to claim 1 is it is characterised in that described first prestressing force fixed platform connects for one
Fishplate bar, described presstressed reinforcing steel is all fixed on this connecting plate.
3. prestressing force communication tower according to claim 1 it is characterised in that described second prestressing force fixed platform be located at
Some otic placodes of described bottom tower section bottom, otic placode quantity is suitable with presstressed reinforcing steel quantity, and otic placode is uniform around main tower inwall
Distribution, described presstressed reinforcing steel corresponds anchor connection with otic placode.
4. prestressing force communication tower according to claim 1 it is characterised in that described presstressed reinforcing steel can for deformed bar or
Prestress wire, two ends are provided with anchor.
5. prestressing force communication tower according to claim 3 is it is characterised in that described otic placode can be located at main tower bottom inside
Flange.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620690547.3U CN205908092U (en) | 2016-06-30 | 2016-06-30 | Prestressing force communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620690547.3U CN205908092U (en) | 2016-06-30 | 2016-06-30 | Prestressing force communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205908092U true CN205908092U (en) | 2017-01-25 |
Family
ID=57812909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620690547.3U Active CN205908092U (en) | 2016-06-30 | 2016-06-30 | Prestressing force communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205908092U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558791A (en) * | 2016-06-30 | 2018-01-09 | 江苏诺斯安通信科技有限公司 | A kind of prestressing force communication tower |
-
2016
- 2016-06-30 CN CN201620690547.3U patent/CN205908092U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558791A (en) * | 2016-06-30 | 2018-01-09 | 江苏诺斯安通信科技有限公司 | A kind of prestressing force communication tower |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 226200 Qidong Economic Development Zone, Jiangsu, Nanyuan West Road, No. 1085, No. Patentee after: National Science and Technology Co., Ltd. Address before: 226200 Qidong Economic Development Zone, Jiangsu, Nanyuan West Road, No. 1085, No. Patentee before: Jiangsu Nuosian Communication Technology Co. Ltd. |
|
| CP01 | Change in the name or title of a patent holder |