CN210002993U - anti-seismic power transmission tower - Google Patents
anti-seismic power transmission tower Download PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- cement base
- base
- transmission tower
- backup pad
- 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
Links
- 230000005540 biological transmission Effects 0.000 title claims abstract description 21
- 239000004568 cement Substances 0.000 claims abstract description 39
- 230000006835 compression Effects 0.000 claims abstract description 6
- 238000007906 compression Methods 0.000 claims abstract description 6
- 239000010426 asphalt Substances 0.000 claims description 6
- 238000013016 damping Methods 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
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
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)
- 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. 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. 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. 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. 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.
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 |
Family
ID=69303799
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 (2)
| 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 |
| CN113374328A (en) * | 2021-06-16 | 2021-09-10 | 国网山东省电力公司泗水县供电公司 | Power transmission tower with anti-seismic function and construction method thereof |
-
2019
- 2019-04-15 CN CN201920507538.XU patent/CN210002993U/en active Active
Cited By (2)
| 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 |
| CN113374328A (en) * | 2021-06-16 | 2021-09-10 | 国网山东省电力公司泗水县供电公司 | Power transmission tower with anti-seismic function and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105672517A (en) | Swing self-reset and self-standing type high-rise structure | |
| CN210002993U (en) | anti-seismic power transmission tower | |
| CN210395664U (en) | Earthquake-resistant support for building | |
| CN204023396U (en) | Bridge aseismic devices | |
| CN112523579B (en) | Underground structure toughness anti-seismic system with additional damper and shock insulation support | |
| CN205712546U (en) | One waves Self-resetting self-supporting tall and slender structure | |
| CN106638288A (en) | Energy-dissipation and seismic-mitigation bridge support | |
| CN103195854B (en) | Earthquake-isolation energy dissipator for ultra-high-voltage converter transformer | |
| CN209227818U (en) | A kind of damping device of civil engineering structure | |
| CN201485987U (en) | Novel quakeproof panel point of building structure | |
| CN207685858U (en) | A kind of prefabricated assembled underground pipe gallery | |
| CN202370097U (en) | Shock-isolating support of rubber pad of buckling-restrained brace | |
| CN202144850U (en) | Elastic damping vibration isolator | |
| CN201217964Y (en) | Shock-resistant construction | |
| CN203129677U (en) | Shock absorption house | |
| CN206529686U (en) | A kind of energy-dissipating and shock-absorbing bridge pad | |
| CN203007945U (en) | Anti-seismic ground anchor device capable of absorbing seismic waves | |
| CN213773824U (en) | House building anti-seismic support | |
| CN213709625U (en) | Utility tunnel with antidetonation function | |
| CN214329376U (en) | Civil engineering antidetonation device | |
| CN201232385Y (en) | Anti-earthquake building | |
| CN111456111B (en) | Shock isolation device for high-rise building foundation | |
| CN201762652U (en) | Shock absorbing and isolating structure of bridge | |
| CN205399190U (en) | Fixing support in grades combats earthquake on inclined plane | |
| CN218989860U (en) | Anti-seismic device for highway bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240104 Address after: 230000 floor 1, building 2, phase I, e-commerce Park, Jinggang Road, Shushan Economic Development Zone, Hefei City, Anhui Province Patentee after: Dragon totem Technology (Hefei) Co.,Ltd. Address before: 350108 No. 200 Xiyuan Gong Road, Minhou County, Fuzhou City, Fujian Province Patentee before: MINJIANG University Patentee before: PINGTAN HAICHUANG ZHIHUI TECHNOLOGY CO.,LTD. Effective date of registration: 20240104 Address after: 434000 West side of Wangjiagang Branch Road, Development Zone, Jingzhou City, Hubei Province Patentee after: Hubei Yonghua General Machinery Co.,Ltd. Address before: 230000 floor 1, building 2, phase I, e-commerce Park, Jinggang Road, Shushan Economic Development Zone, Hefei City, Anhui Province Patentee before: Dragon totem Technology (Hefei) Co.,Ltd. |
|
| TR01 | Transfer of patent right |