CN201687251U - Anti-climbing net structure of truss iron tower - Google Patents
Anti-climbing net structure of truss iron tower Download PDFInfo
- Publication number
- CN201687251U CN201687251U CN2010201550241U CN201020155024U CN201687251U CN 201687251 U CN201687251 U CN 201687251U CN 2010201550241 U CN2010201550241 U CN 2010201550241U CN 201020155024 U CN201020155024 U CN 201020155024U CN 201687251 U CN201687251 U CN 201687251U
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- iron tower
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- frame
- truss
- facade
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Abstract
The utility model discloses an anti-climbing net structure of a truss iron tower. The anti-climbing net structure comprises a supporting frame that is connected with a pipe fitting at the lower part of the truss iron tower, wherein the supporting frame comprises a horizontal frame and a vertical-face frame; a horizontal protective net is connected on the horizontal frame; a vertical-face protective net is connected on the vertical-face frame; and a flip door with a lock is arranged on the horizontal protective net. An anti-climbing net can be directly arranged on a diaphragm surface at the leg part of the iron tower, the occupied area is not increased, the investment is small, and the processing and the installation are convenient, therefore, the anti-climbing net structure can be used in a power transmission line iron tower and a communication iron tower that are used or are newly built and has the actions of deterrence and protection.
Description
Technical field
The utility model belongs to the protector of transmission of electricity truss iron tower, is specifically related to the anti-climbing web frame of a kind of truss iron tower.
Background technology
The high voltage power transmission iron tower is provided with pin nail or cat ladder usually on iron tower main material for Maintenance and Repair are convenient, this also steps on tower and provide and make things convenient for passage for the lawless person steals tower line equipment and unrelated person.
Climb high-voltage transmission line towers protection iron tower in order to prevent unrelated person; guarantee iron tower and transmission line of electricity security of operation; normally warning sign is being installed on the iron tower and is being set up protective screening or enclosure wall on the ground all around now at iron tower; set up on ground that protective screening and enclosure wall floor space are big, investment is high, and destroyed by the people easily.
Summary of the invention
The purpose of this utility model is to provide a kind of anti-climbing net of truss iron tower that is located at, to address the above problem.
The technical solution of the utility model is: the anti-climbing web frame of truss iron tower, it comprises the support frame that is connected with truss iron tower bottom pipe fitting, described support frame comprises horizontal frame and facade framework, be connected with horizontal protective net on the horizontal frame, be connected with the facade protective screening on the facade framework, horizontal protective offers flip door with lock on the net.
There are anchor clamps to be connected and fixed between described horizontal protective net and horizontal frame and/or the truss iron tower bottom pipe fitting.
There are anchor clamps to be connected and fixed between described facade protective screening and facade framework and/or the truss iron tower bottom pipe fitting.
Described horizontal protective net and/or facade protective screening are barbed wire entanglement.
The utility model is directly arranged in truss iron tower bottom with anti-climbing net, utilize truss iron tower bottom pipe fitting to connect support as the part of protective screening, on the tabula material angle steel at truss iron tower shank tabula face place, connect support frame, then protective screening is installed on the support frame, adopts anti-theft bolt to connect between the support frame; The protection screen sheet material can be selected different common welded meshs, expanded metal lath, metal knitted net, also can adopt barbed wire entanglement, blade thorn rope etc. according to tower and peripheral residing environment position; The installation quantity of anchor clamps and support generally adopts 4～8 pairs according to each side of dimension width of iron tower tabula face; At cat ladder with climb pin nail place flip door and door lock are installed, be convenient to attendant's iron tower up and down.The equal galvanizing of all steel components is anticorrosion, and connecting bolt adopts anti-theft bolt.
Anti-climbing net is directly installed on iron tower shank tabula face place, need not increase floor space, small investment, processing, easy for installation, can be used for moving use or newly-built iron tower of power transmission line, communication iron tower on, have and threaten and protective effect.
Description of drawings
The anti-climbing web frame front elevational schematic of Fig. 1 truss iron tower.
The anti-climbing web frame schematic top plan view of Fig. 2 truss iron tower.
Fig. 3 built-up jig schematic diagram.
1. support frames among the figure; 2. built-up jig; 3 facade protective screenings; 4. horizontal protective net.5. geometrical clamp; 6. flip door; 7. iron tower tabula flooring; 8. iron tower main material; 9. the oblique material of iron tower
The specific embodiment
As shown in Figure 1, in the present embodiment of truss iron tower bottom, connect support frame 1 on the tabula material angle steel at truss iron tower shank tabula flooring 7 places, support frame 1 adopts angle steel to connect, and support frame 1 is made of horizontal frame 1.1 and facade framework 1.2; Horizontal frame 1.1 is connected with truss iron tower shank tabula flooring 7, and facade framework 1.2 is connected with horizontal frame 1.1.Be connected with facade protective screening 3 on the facade framework 1.2.
As shown in Figure 2, be connected with horizontal protective net 4 on the horizontal frame 1.1.Horizontal protective net 4 comprises truss iron tower shank tabula flooring 7 with the horizontal protective net 4.2 beyond interior horizontal protective net 4.1 and the truss iron tower shank tabula flooring 7, is positioned at cat ladder on the horizontal protective net 4.2 and climbs pin nail place installation flip door 6 with lock.Is connected by anchor clamps 5 between truss iron tower rod member 7.1 in the truss iron tower shank tabula flooring 7 and the horizontal protective net 4.1, anchor clamps 5 are to have the clamping plate type stationary fixture now.Between truss iron tower shank tabula flooring 7 and horizontal protective net 4.2, be connected by built-up jig 2.
In order to realize better protective action, horizontal protective net 4 and facade protective screening 3 can adopt barbed wire entanglement, blade thorn rope etc.In the present embodiment only the horizontal protective net in truss iron tower rod member 7.1 adopt barbed wire entanglement.
Built-up jig 2 as shown in Figure 3, it comprises " T " plate 2.1, a side of " T " plate 2.1 is provided with right angle splint 2.2, the opposite side of " T " plate connects reinforcing rib 2.3.Use when connecting, right angle lever member 10 on " T " plate 2.1 and the right angle splint 2.2 clamping truss iron towers, facade protective screening 3 or horizontal protective net 4 are tiled in the end face of " T " plate 2.1, pass " T " plate and right angle splint is provided with the bolt hole of offering 2.4,2.5 to the opposite by anti-theft bolt, " T " plate 2.1 and right angle splint 2.2 and facade protective screening 3 or horizontal protective net 4 are connected.
Claims (5)
1. anti-climbing web frame of truss iron tower, it comprises the support frame that is connected with truss iron tower bottom pipe fitting, it is characterized in that described support frame comprises horizontal frame and facade framework, be connected with horizontal protective net on the horizontal frame, be connected with the facade protective screening on the facade framework, horizontal protective offers flip door with lock on the net.
2. the anti-climbing web frame of truss iron tower according to claim 1 is characterized in that having anchor clamps to be connected and fixed between horizontal protective net and horizontal frame and/or the truss iron tower bottom pipe fitting.
3. the anti-climbing web frame of truss iron tower according to claim 1 is characterized in that being connected and fixed by anchor clamps between facade protective screening and facade framework and/or the truss iron tower bottom pipe fitting.
4. the anti-climbing web frame of truss iron tower according to claim 1 is characterized in that horizontal protective net and/or facade protective screening are barbed wire entanglement.
5. as the anti-climbing web frame of truss iron tower as described in the claim 3, it is characterized in that described anchor clamps are built-up jigs, built-up jig comprises " T " plate, one side of " T " plate is provided with right angle splint, the opposite side of " T " plate connects reinforcing rib, and " T " plate and right angle splint are provided with to the opposite and offer bolt hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201550241U CN201687251U (en) | 2010-04-06 | 2010-04-06 | Anti-climbing net structure of truss iron tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201550241U CN201687251U (en) | 2010-04-06 | 2010-04-06 | Anti-climbing net structure of truss iron tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201687251U true CN201687251U (en) | 2010-12-29 |
Family
ID=43375536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201550241U Expired - Lifetime CN201687251U (en) | 2010-04-06 | 2010-04-06 | Anti-climbing net structure of truss iron tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201687251U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015785A (en) * | 2012-12-05 | 2013-04-03 | 杨红娟 | Anti-climbing device for power iron tower |
| CN104005589A (en) * | 2013-02-25 | 2014-08-27 | 丁靖宇 | Anti-climbing device of high voltage electric tower |
| CN104763226A (en) * | 2014-01-06 | 2015-07-08 | 于庆莲 | Anti-climbing spiked screen board |
| CN106351498A (en) * | 2016-10-12 | 2017-01-25 | 国网山东省电力公司栖霞市供电公司 | Electric iron tower anti-climbing device |
| CN109881962A (en) * | 2019-03-01 | 2019-06-14 | 国网福建省电力有限公司福州供电公司 | The closed anti-malice climbing device of electrification in high voltage shaft tower |
| CN109881961A (en) * | 2019-03-01 | 2019-06-14 | 国网福建省电力有限公司福州供电公司 | The open anti-malice climbing device of electrification in high voltage shaft tower |
| CN110805349A (en) * | 2019-11-02 | 2020-02-18 | 黎庆德 | Single-pipe tower communication base station |
-
2010
- 2010-04-06 CN CN2010201550241U patent/CN201687251U/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015785A (en) * | 2012-12-05 | 2013-04-03 | 杨红娟 | Anti-climbing device for power iron tower |
| CN104005589A (en) * | 2013-02-25 | 2014-08-27 | 丁靖宇 | Anti-climbing device of high voltage electric tower |
| CN104763226A (en) * | 2014-01-06 | 2015-07-08 | 于庆莲 | Anti-climbing spiked screen board |
| CN106351498A (en) * | 2016-10-12 | 2017-01-25 | 国网山东省电力公司栖霞市供电公司 | Electric iron tower anti-climbing device |
| CN106351498B (en) * | 2016-10-12 | 2018-08-21 | 国网山东省电力公司栖霞市供电公司 | A kind of electric power tower anti-climbing device |
| CN109881962A (en) * | 2019-03-01 | 2019-06-14 | 国网福建省电力有限公司福州供电公司 | The closed anti-malice climbing device of electrification in high voltage shaft tower |
| CN109881961A (en) * | 2019-03-01 | 2019-06-14 | 国网福建省电力有限公司福州供电公司 | The open anti-malice climbing device of electrification in high voltage shaft tower |
| CN109881961B (en) * | 2019-03-01 | 2024-03-15 | 国网福建省电力有限公司福州供电公司 | Open type malicious climbing prevention device for high-voltage electrified pole tower |
| CN109881962B (en) * | 2019-03-01 | 2024-05-07 | 国网福建省电力有限公司福州供电公司 | Closed malicious climbing prevention device for high-voltage electrified pole tower |
| CN110805349A (en) * | 2019-11-02 | 2020-02-18 | 黎庆德 | Single-pipe tower communication base station |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 430040 1 new bridge four, Jin Yin Hu Street, Dongxihu District, Wuhan, Hubei Patentee after: Hubei electric survey and Design Institute Co., Ltd. Address before: 430024 Hongqi Canal Road, Jianghan District, Wuhan, Hubei Province, No. 95 Patentee before: Hubei Electric Power Survey and Design Inst. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101229 |