CN210002993U - anti-seismic power transmission tower - Google Patents

anti-seismic power transmission tower Download PDF

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Publication number
CN210002993U
CN210002993U CN201920507538.XU CN201920507538U CN210002993U CN 210002993 U CN210002993 U CN 210002993U CN 201920507538 U CN201920507538 U CN 201920507538U CN 210002993 U CN210002993 U CN 210002993U
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CN
China
Prior art keywords
cement base
base
tower
transmission tower
cement
Prior art date
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.)
Active
Application number
CN201920507538.XU
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Chinese (zh)
Inventor
邵振华
林文忠
张祖昌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Pingtan Haichuang Newell Technology Co Ltd
Minjiang University
Original Assignee
Pingtan Haichuang Newell Technology Co Ltd
Minjiang University
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Application filed by Pingtan Haichuang Newell Technology Co Ltd, Minjiang University filed Critical Pingtan Haichuang Newell Technology Co Ltd
Priority to CN201920507538.XU priority Critical patent/CN210002993U/en
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Publication of CN210002993U publication Critical patent/CN210002993U/en
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Abstract

The utility model provides an antidetonation power transmission tower, including the antidetonation base and install the tower body on the antidetonation base, the antidetonation base includes cement base, it includes 0 th recess, the second cement base, hold in th recess, a plurality of intervals set up the I-shaped support column, its both ends are buried underground respectively in th cement base and the second cement base, the pitch shock-absorbing layer, pack between th cement base and the second cement base, the backup pad is buried underground in the second cement base, the second backup pad sets up on the second cement base, the tower body sets up on the second backup pad, a plurality of support columns, support between backup pad and the second backup pad, and, compression spring, the cover is located on th support column, and elastic support between th backup pad and the second backup pad.

Description

anti-seismic power transmission tower
Technical Field
The utility model relates to an kind antidetonation transmission towers.
Background
The high-voltage power towers are important modes for power supply transmission in China, a large number of high-voltage power towers are adopted in the west-east power transmission project, the stable development of the national power industry is directly related to the economic development of China along with the development of economy, and in recent years, in power transmission line accident statistics, the high-voltage power towers are easy to topple over after being subjected to external forces such as earthquake, strong wind and the like.
The existing electric tower is usually fixedly connected to the ground, the power transmission tower swings together when an earthquake occurs, and the swinging force of the existing electric tower is completely acted on the rigid structure of the electric tower steel frame, so that the power transmission tower is easy to break and collapse.
SUMMERY OF THE UTILITY MODEL
The utility model provides an kind antidetonation transmission towers can effectively solve above-mentioned problem.
The utility model discloses a realize like this:
an anti-seismic power transmission tower comprises an anti-seismic base and a tower body arranged on the anti-seismic base, wherein the anti-seismic base comprises a cement base which comprises a 0 th groove, a second cement base which is accommodated in the th groove, a plurality of I-shaped supporting columns which are arranged at intervals, two ends of each I-shaped supporting column are respectively embedded in the th cement base and the second cement base, an asphalt shock absorption layer which is filled between the th cement base and the second cement base, a supporting plate which is embedded in the second cement base, a second supporting plate which is arranged on the second cement base, the tower body is arranged on the second supporting plate, a plurality of supporting columns which are supported between the th supporting plate and the second supporting plate, and a compression spring which is sleeved on the th supporting column and elastically supported between the th supporting plate and the second supporting plate.
The beneficial effects of the utility model are that its the utility model discloses a fill in cement base and pitch shock-absorbing layer between the second cement base to can absorb partial vibrations energy, its two, through elastic support in the backup pad and the compression spring of second backup pad can also play secondary absorbing effect, thereby makes the rigid structure of electricity tower steelframe be difficult for the fracture to collapse.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic structural diagram of an anti-seismic power transmission tower provided by an embodiment of the present invention.
Detailed Description
For the purposes of making the embodiments, technical solutions and advantages of the present invention clearer, the drawings of the embodiments of the present invention will be combined with and clearly describe the technical solutions of the embodiments of the present invention, and it is obvious that the described embodiments are partial embodiments of the present invention rather than all embodiments.
Thus, a feature defined as "", "second" may explicitly or implicitly include or more such features.
Referring to fig. 1, the earthquake-resistant power transmission tower includes an earthquake-resistant foundation and a tower body 10 mounted on the earthquake-resistant foundation, wherein the earthquake-resistant foundation includes a th cement base 18 including a th groove, a second cement base 14 received in the th groove, a plurality of spaced apart h-shaped support columns 16 having both ends embedded in the th cement base 18 and the second cement base 14, an asphalt damping layer 17 filled between the th cement base 18 and the second cement base 14, a 4 th support plate 15 embedded in the second cement base 14, a second support plate 11 disposed on the second cement base 14, the tower body 10 disposed on the second support plate 11, a plurality of th support columns 12 supported between the th support plate 15 and the second support plate 11, and compression springs 13 sleeved on the th support columns 12 and elastically supported between the th support plate 15 and the second support plate 11, and the compression springs 13 may be filled between the asphalt damping layer 18 th groove and the second cement base 14 when the interval between the asphalt damping layer 18 and the second cement base 14 is not favorable for filling the interval 8217 between the second cement base 14 and the asphalt damping layer 18.
As a further improvement , the seismic transmission tower includes a plurality of drum support columns 16 arranged laterally and longitudinally, respectively.
As a further improvement to , the earthquake-resistant transmission tower further comprises a plurality of second support columns 19, and the ends of the second support columns 19 are embedded in the surface of the cement base 18 away from the groove.
As a further improvement , the earthquake resistant transmission tower includes a plurality of second support columns 19 arranged laterally and longitudinally, respectively.
As a further improvement of , the support plate 15 and the second support plate 11 are steel plates.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (5)

  1. The anti-seismic power transmission tower is characterized by comprising an anti-seismic base and a tower body (10) installed on the anti-seismic base, wherein the anti-seismic base comprises an th cement base (18) comprising a th groove, a second cement base (14) accommodated in a th groove, a plurality of I-shaped supporting columns (16) arranged at intervals, two ends of the I-shaped supporting columns are respectively embedded in a th cement base (18) and the second cement base (14), an asphalt damping layer (17) filled between the th cement base (18) and the second cement base (14), a th supporting plate (15) embedded in the second cement base (14), a second supporting plate (11) arranged on the second cement base (14), the tower body (10) arranged on the second supporting plate (11), a plurality of th supporting columns (12) supported between a th supporting plate (15) and the second supporting plate (11), and compression springs (13) sleeved on the second supporting plates (23), the supporting plates (734) and the supporting plates (15).
  2. 2. An earthquake-resistant transmission tower according to claim 1, characterized by comprising a plurality of drum-shaped support columns (16) arranged respectively transversely and longitudinally.
  3. 3. An earthquake-resistant transmission tower according to claim 1, wherein the step comprises a plurality of second support columns (19), wherein the ends of the second support columns (19) are embedded in the surface of the cement foundation (18) away from the groove.
  4. 4. An earthquake-resistant transmission tower according to claim 3, characterized by comprising a plurality of second support columns (19) arranged laterally and longitudinally, respectively.
  5. 5. An earthquake-resistant transmission tower according to claim 1, characterized in that said -th support plate (15) and said second support plate (11) are steel plates.
CN201920507538.XU 2019-04-15 2019-04-15 anti-seismic power transmission tower Active CN210002993U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920507538.XU CN210002993U (en) 2019-04-15 2019-04-15 anti-seismic power transmission tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920507538.XU CN210002993U (en) 2019-04-15 2019-04-15 anti-seismic power transmission tower

Publications (1)

Publication Number Publication Date
CN210002993U true CN210002993U (en) 2020-01-31

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920507538.XU Active CN210002993U (en) 2019-04-15 2019-04-15 anti-seismic power transmission tower

Country Status (1)

Country Link
CN (1) CN210002993U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111883338A (en) * 2020-08-03 2020-11-03 中国建筑第八工程局有限公司 Transformer installation device with damping function and transformer installation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111883338A (en) * 2020-08-03 2020-11-03 中国建筑第八工程局有限公司 Transformer installation device with damping function and transformer installation method

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