CN110080599B - Power transmission iron tower based on power transmission - Google Patents
Power transmission iron tower based on power transmission Download PDFInfo
- Publication number
- CN110080599B CN110080599B CN201910335226.XA CN201910335226A CN110080599B CN 110080599 B CN110080599 B CN 110080599B CN 201910335226 A CN201910335226 A CN 201910335226A CN 110080599 B CN110080599 B CN 110080599B
- Authority
- CN
- China
- Prior art keywords
- iron tower
- power transmission
- tower foundation
- foundation
- rod
- 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.)
- Expired - Fee Related
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Foundations (AREA)
Abstract
The invention discloses a power transmission iron tower based on electric power transmission, which comprises a pier base fixed on the ground, wherein an iron tower is arranged at the top of the pier base, the pier base comprises a first iron tower foundation, a second iron tower foundation and a third iron tower foundation, and the second iron tower foundation is positioned in the first iron tower foundation; the iron tower is positioned at the top of a third iron tower foundation, a first groove is formed in the top of a second iron tower foundation, two connecting rods are arranged in the first groove, the third iron tower foundation is positioned in the first groove, the connecting rods penetrate through the third iron tower foundation, a fixing ring is further arranged on each connecting rod, the fixing ring is connected with the connecting rods through threads, and the fixing ring is positioned at the top of the third iron tower foundation; the first recess both sides of second iron tower basis all are equipped with the movable rod, all are equipped with the backup pad on the movable rod, and backup pad one end is passed through the screw thread and is connected with the movable rod, and the other end is located the below of third iron tower basis, and the backup pad can be fixed the third iron tower basis on the connecting rod with solid fixed ring.
Description
Technical Field
The invention relates to the technical field of power equipment, in particular to a power transmission iron tower used based on power transmission.
Background
The power transmission tower is an indispensable supporting device in a power transmission line, and the stability of the power transmission tower plays a crucial role in the whole power transmission system. The existing power transmission iron tower is fixed by digging a groove on the ground, pouring a fixed block in the groove by using concrete, and then fixing the tower legs and the fixed block together. In recent years, uneven settlement of the earth surface is easy to occur due to reasons such as coal mining, unreasonable construction of buildings near a power transmission iron tower and the like, the uneven settlement of the earth surface causes great threat to the stability of the power transmission iron tower, and once the power transmission iron tower encounters uneven settlement of the earth surface, the uneven settlement of the earth surface mainly represents that a tower body moves obliquely, the tower body deforms and is unstable, the safety distance between the power transmission line and the earth surface is shortened, serious even major safety accidents such as overturning, tower falling, line breakage and the like can be caused, so that the power transmission iron tower has great potential safety hazard and can; because the electric power iron tower is very important, need protect, prevent that leisure person etc. from climbing or causing the damage to the electric power iron tower, the mode of protection electric power iron tower at present has to erect the rail, pastes the slogan etc. but the protection effect is all not very ideal.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provide a power transmission iron tower used based on power transmission, which can be adjusted in time when the surface subsides to force the iron tower to incline, so that the iron tower is prevented from toppling over, and idle personnel can be prevented from climbing the iron tower.
The invention is realized by the following technical scheme:
the power transmission iron tower used based on power transmission comprises a pier base fixed on the ground, wherein an iron tower is arranged at the top of the pier base, the pier base comprises a first iron tower foundation, a second iron tower foundation and a third iron tower foundation, the second iron tower foundation is positioned in the first iron tower foundation, and the second iron tower foundation can rotate in the first iron tower foundation; the iron tower is positioned at the top of a third iron tower foundation, a first groove is formed in the top of the second iron tower foundation, two connecting rods are arranged in the first groove, the third iron tower foundation is positioned in the first groove, the connecting rods penetrate through the third iron tower foundation, the third iron tower foundation can incline on the connecting rods, a fixing ring is further arranged on the connecting rods and connected with the connecting rods through threads, and the fixing ring is positioned at the top of the third iron tower foundation; movable rods are arranged on two sides of a first groove of the second iron tower foundation and can rotate in the second iron tower foundation, supporting plates are arranged on the movable rods, one ends of the supporting plates are connected with the movable rods through threads, the other ends of the supporting plates are located below the third iron tower foundation, and the supporting plates and the fixing rings can fix the third iron tower foundation on the connecting rods; still including setting up the anti-creep mechanism on the iron tower, anti-creep mechanism includes bottom plate, four swash plates, cross structure's tensile piece and push rod, the bottom plate cover is on the iron tower, and the one end of four swash plates is articulated with the bottom plate four sides respectively, tensile piece has elasticity, and four ends of tensile piece are connected with each swash plate respectively, the push rod vertically alternates on the bottom plate to the top of push rod is connected with the bottom of tensile piece, and the push rod can promote tensile piece and take place deformation, and tensile piece can stimulate the swash plate and rotate on the bottom plate.
Further, still be equipped with two risers in the first recess of second iron tower basis, still be equipped with the horizontal pole between two risers to the horizontal pole runs through third iron tower basis, and the horizontal pole can be at third iron tower basis internal rotation.
Further, still be equipped with the first bearing that matches with the movable rod in the second iron tower, the bottom and the first bearing of movable rod are connected, and the movable rod can rotate in the first bearing.
Further, be equipped with the through-hole in the third iron tower basis, the through-hole communicates the top and the bottom of third iron tower basis, and the connecting rod is located the through-hole to the diameter of through-hole is greater than the diameter of connecting rod.
Furthermore, all be equipped with the damper on the connecting rod, the damper overlaps on the connecting rod to the damper is located the below of backup pad.
Further, the top on first iron tower basis is equipped with the second recess, and second iron tower basis is located the second recess, the inner bottom central point department of second recess is equipped with the support column, and the bottom on second iron tower basis is equipped with the second bearing that matches with the support column, and the support column is connected with the second bearing, and second iron tower basis can rotate round the axis of support column.
Further, the bottom on second iron tower basis still is equipped with the ring channel, the inner bottom of second recess still is equipped with a plurality of bracing pieces, and the top of bracing piece is equipped with the slider that matches with the ring channel, and the slider is located the ring channel to the slider can remove in the ring channel.
Further, the inside of backup pad is equipped with a plurality of standing grooves, is equipped with inflation piece and ejector pin in the standing groove, and the ejector pin is located the top of inflation piece, and after inflation piece inflation, inflation piece can promote the ejector pin and shift out from in the standing groove.
Furthermore, the support plate is also provided with a gas pipe, and the gas pipe is sequentially connected with each expansion piece.
Furthermore, a wedge is arranged between the second iron tower foundation and the first iron tower foundation and inserted between the second iron tower foundation and the first iron tower foundation.
Further, still be equipped with the fixed block in the third iron tower basis, be equipped with the montant on the fixed block, montant one end is connected with the fixed block, and in the other end inserted the push rod, the push rod can be in the montant along the outer wall direction removal of push rod.
Furthermore, all be equipped with the chimb on push rod and the montant, be equipped with the lock on the chimb.
Compared with the prior art, the invention has the following advantages and beneficial effects:
1. according to the power transmission iron tower used based on power transmission, when the ground surface near the iron tower is settled to force the iron tower to incline, the movable rod is utilized to drive the supporting plate to move, and the inclined third iron tower foundation is righted, so that the iron tower is ensured to be in a normal state, and the operation is convenient and rapid;
2. according to the power transmission iron tower used based on power transmission, in the process of installing the iron tower, the second iron tower foundation can rotate in the first iron tower foundation, so that the position of the iron tower can rotate, the iron tower can be flexibly adjusted after being built, and the condition that the alignment among the iron towers is required to be ensured in the process of pouring a concrete foundation of the traditional iron tower is avoided, so that the subsequent normal use is not influenced;
3. according to the power transmission iron tower used based on power transmission, when the iron tower is in an inclined state and is corrected by the support plate, gas is introduced by the gas conveying pipe, each expansion piece in the support plate is forced to collide, each ejector rod is pushed to move out and acts on the bottom of the third iron tower foundation, and the ejector rod is used for filling a part of gap between the support plate and the third iron tower foundation, so that the supporting capacity of the third iron tower foundation is further improved;
4. according to the power transmission iron tower used based on power transmission, the arranged anti-climbing mechanism can effectively prevent non-working personnel from climbing above the iron tower by using the bevel edge, and when workers need to go up to the iron tower for maintenance, the ejector rod moves upwards to push the stretching piece to elastically deform, so that the bevel edge is forced to rotate towards the iron tower, and the workers can conveniently climb onto the iron tower.
Drawings
The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention. In the drawings:
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the present invention when ground subsidence occurs;
fig. 3 is a bottom view of a second tower foundation of the present invention;
FIG. 4 is a schematic view of the structure of the support plate of the present invention;
fig. 5 is a schematic structural view between a third iron tower foundation and an iron tower according to the present invention;
FIG. 6 is a schematic structural view of an anti-creep mechanism of the present invention;
FIG. 7 is a top view of the base plate and the swash plate of the present invention;
fig. 8 is a schematic view of the structure of the tension member of the present invention.
Reference numbers and corresponding part names in the drawings:
1-ground, 2-first iron tower foundation, 3-support rod, 4-second iron tower foundation, 5-support column, 6-support plate, 7-first bearing, 8-damping piece, 9-connecting rod, 10-fixing ring, 11-iron tower, 12-third iron tower foundation, 13-vertical plate, 14-movable rod, 15-wedge, 16-annular groove, 17-second bearing, 18-expansion piece, 19-top rod, 20-connecting hole, 21-gas pipe, 23-anti-climbing mechanism, 24-vertical rod, 25-bottom plate, 26-bevel edge, 27-stretching piece, 28-top rod, 29-convex edge and 30-fixing block.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to examples and accompanying drawings, and the exemplary embodiments and descriptions thereof are only used for explaining the present invention and are not meant to limit the present invention.
Example 1
Referring to fig. 1 to 6, the power transmission iron tower used based on power transmission of the invention comprises a pier seat arranged on the ground 1, wherein an iron tower 11 is arranged at the top of the pier seat, the pier seat comprises a first iron tower foundation 2, a second iron tower foundation 4 and a third iron tower foundation 12, the first iron tower foundation 2, the second iron tower foundation 4 and the third iron tower foundation 12 are all formed by pouring concrete, the iron tower 11 is arranged at the top of the third iron tower foundation 12, a second groove is arranged at the top of the first iron tower foundation 2, a support pillar 5 is arranged at the inner bottom of the second groove, the support pillar 5 is arranged at the central position of the second groove, a plurality of support bars 3 are further arranged in the second groove, the support bars 3 are uniformly distributed around the support pillars 5, sliding blocks are arranged at the tops of the support bars 3, a second bearing 17 matched with the support pillar 5 is arranged at the bottom of the second iron tower foundation 4, and the second bearing 17 is connected with the support, the second iron tower foundation 4 can rotate in the second groove along the central axis of the support column 5, the bottom of the second iron tower foundation 4 is also provided with an annular groove 16 matched with the sliding block, the annular groove 16 and the bearing 17 are concentric, the sliding blocks at the tops of the support rods 3 are all positioned in the annular groove 16, when the second iron tower foundation 4 rotates around the support column 5, the sliding blocks can be in sliding connection in the annular groove 16, so that the second iron tower foundation 4 can smoothly rotate on the support rods 3, and the support rods 3 are arranged for supporting the second iron tower foundation 4, so that the stability of the second iron tower foundation 4 is improved; a wedge 15 with a triangular section is further arranged in the gap between the first iron tower foundation 2 and the second iron tower foundation 4, the wedge 15 is inserted into the gap between the first iron tower foundation 2 and the second iron tower foundation 4, and the second iron tower foundation 4 is stably fixed in the second groove by using the wedge 15.
The top of second iron tower basis 4 is equipped with first recess, is equipped with two connecting rods 9 in the first recess, and connecting rod 9 is located the axis both sides of first recess respectively, be equipped with two through-holes on the third iron tower basis 12, the top and the bottom intercommunication of third iron tower basis 12 are established to the through-hole, connecting rod 9 alternates respectively in the through-hole to the diameter of connecting rod 9 is less than the diameter of through-hole, makes connecting rod 9 can take place the skew in the through-hole, still is equipped with solid fixed ring 10 on connecting rod 9, and solid fixed ring 10 passes through the screw thread and is connected with connecting rod 9, and the diameter of solid fixed ring 10 is greater than the diameter of through-hole, and solid fixed ring 10 is located the top of.
The second iron tower foundation 4 is internally provided with two first bearings 7, the first bearings 7 are internally provided with movable rods 14 matched with the first bearings 7, the movable rods 14 can rotate in the first bearings 7, one ends of the movable rods 14 are connected with the first bearings 7, the other ends of the movable rods 14 extend out to the upper part of the top of the second iron tower foundation 4, the movable rods 14 are respectively provided with a supporting plate 6, the supporting plate 6 is provided with a connecting hole 20, one end of each supporting plate 6 is connected with the corresponding movable rod 14 through a thread, the other end of each supporting plate 6 is positioned at the bottom of the corresponding third iron tower foundation 12, the connecting rod 9 is inserted into the corresponding connecting hole 20, when the movable rods 14 rotate, the supporting plates 6 can move along the outer wall direction of the movable rods 14, and the third iron tower foundation 12 can be fixed on the connecting rod 9; the connecting rods 9 are also provided with damping pieces 8, the damping pieces 8 are springs, the damping pieces 8 are sleeved on the connecting rods 9, the damping pieces 8 are positioned below the supporting plates 6, and the damping pieces 8 can play a certain damping role on a third iron tower foundation 12; still be equipped with two risers 13 in the first recess of second iron tower basis 4, third iron tower basis 12 is located between two risers 13, still is equipped with the horizontal pole between two risers 13, and the both ends of horizontal pole are connected with two risers 13 respectively to the horizontal pole level runs through third iron tower basis 12, and the horizontal pole can be at the internal rotation of third iron tower basis 12, and the horizontal pole of setting is used for supporting third iron tower basis 12, further improves the bearing capacity to third iron tower basis 12.
When the ground 1 of the accessory of the iron tower 11 is settled, the pier base is forced to incline, so that the iron tower 11 inclines, at the moment, the fixing ring 10 on the connecting rod 9 is unscrewed, the two movable rods 14 are rotated according to the inclined state of the iron tower 11, the supporting plate 6 at the higher position of the inclined state moves downwards, the supporting plate 6 at the lower position moves upwards, the third iron tower foundation 12 is forced to be corrected, then the fixing ring 10 is screwed, and the third iron tower foundation 12 is fixed on the connecting rod 9, so that the correction of the inclined iron tower 11 is quickly realized; and traditional iron tower is at the in-process of putting up, the iron tower is fixed on the concrete foundation of pouring, therefore, when installing the iron tower, must confirm the position of iron tower in advance, guarantee to adjust well between each iron tower, then with iron tower fixed mounting on the concrete foundation, and will guarantee at any time that the position of iron tower can not take place the displacement at the in-process of installation, it is comparatively troublesome, and second iron tower basis 4 among this technical scheme can rotate around the axis of support column 5, make in-process of installing the iron tower, need not to consider whether to adjust well between each iron tower basis, after accomplishing the putting up of iron tower, rotate second iron tower basis 4 again and adjust the position of iron tower 11, guarantee to adjust well between each iron tower, be convenient for the operation workman to put up, improve the installation effectiveness.
The third iron tower foundation 12 is also embedded with a fixed block 30, the fixed block 30 is provided with a vertical rod 24, one end of the vertical rod 24 is connected with the fixed block 30, the other end of the vertical rod 24 extends out of the top of the third iron tower foundation 12, the iron tower 11 is also provided with an anti-climbing mechanism 23, the anti-climbing mechanism 23 comprises a bottom plate 25, four inclined plates 26, a stretching part 27 and an ejector rod 28, the bottom plate 25 is of a rectangular structure, the bottom plate 25 is sleeved on supporting legs of the iron tower 11, the inclined plates 26 are respectively hinged with four sides of the bottom plate 25, so that the inclined plates 26 can rotate on the bottom plate 25, the stretching part 27 is of a cross structure, the stretching part 27 is made of spring steel and has certain elasticity, four ends of the cross stretching part 27 are respectively connected with the four inclined plates 26, when the stretching part 27 is not acted by external force, the stretching part 27 generates horizontal supporting force to the inclined plates 26, and forces, because the existence of swash plate 26 like this for non-staff can't climb up iron tower 11, ejector pin 28 alternates on bottom plate 25, the one end of ejector pin 28 is connected with the bottom central point of tensile piece 27, the other end cover is on montant 24, ejector pin 28 can move along montant 24's outer wall direction on montant 24, when ejector pin 28 moves up, ejector pin 28 pushes up elastic tensile piece 27 upwards, tensile piece 27 takes place to deform, its four ends will stimulate each swash plate 26, force swash plate 26 towards iron tower 11 direction rotation on bottom plate 25, finally make swash plate 26's inclined plane up, the staff of being convenient for like this climbs to iron tower 11 from swash plate 26 on.
Example 2
As shown in fig. 4, on the basis of embodiment 1, a plurality of placing grooves are formed in the supporting plate 6, expansion pieces 18 and ejector rods 19 are arranged in the placing grooves, the expansion pieces 18 are air bags and can expand after ventilation, the expansion pieces 18 are located at the bottoms of the ejector rods 19, air pipes 21 are further arranged on the supporting plate 6, valves are arranged on the air pipes 21, one ends of the air pipes 21 extend out of the pier seats, the other ends of the air pipes are sequentially communicated with the expansion pieces 18, after air is conveyed towards the expansion pieces 18 from the interior of the air pipes 21, the expansion pieces 18 expand, the expansion pieces 18 after expansion act on the ejector rods 19, the ejector rods 19 are forced to move out of the supporting plate 6 and act on the bottom of the third iron tower foundation 12 to generate supporting force for the third iron tower foundation 12, and the supporting force of the supporting plate 6 for the third iron tower foundation 12 is improved.
When the pier foundation is inclined due to the fact that the ground 1 is settled, the supporting plate 6 supports the corrected third iron tower foundation 12, the bottom of the third iron tower foundation 12 and the supporting surface of the supporting plate 6 are not on the same horizontal plane, the contact surface between the supporting plate 6 and the third iron tower foundation 12 is small, stress points are concentrated, when the expansion piece 19 in the supporting plate 6 is inflated through the air conveying pipe 21, the expansion piece 19 expands, the ejector rods 19 are ejected out of the supporting plate 6, the ejector plates 19 are forced to act on the bottom of the third iron tower foundation 12, gaps between the supporting plate 6 and the third iron tower foundation 12 are filled through the ejector rods 19, and the supporting force of the supporting plate 6 on the third iron tower foundation 12 is improved.
All be equipped with chimb 24 on montant 24 and the ejector pin 28, when tensile piece 27 is in the non-deformation state, surface contact about chimb 24 on montant 24 and the ejector pin 28, still be equipped with the lock on chimb 24, utilize the lock to fix two chimbs at the removal, thereby fix ejector pin 28 on montant 24, guarantee that non-staff can not promote ejector pin 28 and move up, when the staff need climb to iron tower 11 on maintain, open the lock on chimb 24, promote ejector pin 28 up, just can make swash plate 26 rotate towards iron tower 11 direction, finally make swash plate 26's inclined plane up, make the staff can climb to iron tower 11 from swash plate 26 smoothly on.
The above-mentioned embodiments are intended to illustrate the objects, technical solutions and advantages of the present invention in further detail, and it should be understood that the above-mentioned embodiments are merely exemplary embodiments of the present invention, and are not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements and the like made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (10)
1. The power transmission iron tower used based on power transmission comprises a pier base fixed on the ground (1), and an iron tower (11) is arranged at the top of the pier base, and is characterized in that the pier base comprises a first iron tower foundation (2), a second iron tower foundation (4) and a third iron tower foundation (12), wherein the second iron tower foundation (4) is positioned in the first iron tower foundation (2), and the second iron tower foundation (4) can rotate in the first iron tower foundation (2);
the iron tower (11) is positioned at the top of a third iron tower foundation (12), a first groove is formed in the top of the second iron tower foundation (4), two connecting rods (9) are arranged in the first groove, the third iron tower foundation (12) is positioned in the first groove, the connecting rods (9) penetrate through the third iron tower foundation (12), the third iron tower foundation (12) can deflect on the connecting rods (9), a fixing ring (10) is further arranged on the connecting rods (9), the fixing ring (10) is connected with the connecting rods (9) through threads, and the fixing ring (10) is positioned at the top of the third iron tower foundation (12);
two sides of a first groove of the second iron tower foundation (4) are respectively provided with a movable rod (14), the movable rods (14) can rotate in the second iron tower foundation (4), the movable rods (14) are respectively provided with a supporting plate (6), one end of each supporting plate (6) is connected with the corresponding movable rod (14) through threads, the other end of each supporting plate (6) is located below the corresponding third iron tower foundation (12), and the supporting plates (6) and the fixing rings (10) can fix the corresponding third iron tower foundation (12) on the connecting rods (9);
still including setting up anticreep mechanism (23) on iron tower (11), anticreep mechanism (23) are including bottom plate (25), four swash plates (26), cross structure's tensile piece (27) and push rod (28), bottom plate (25) cover is on iron tower (11), and the one end of four swash plates (26) is articulated with bottom plate (25) four sides respectively, tensile piece (27) have elasticity, and four ends of tensile piece (27) are connected with each swash plate (26) respectively, push rod (28) are vertical to be interlude on bottom plate (25) to the top of push rod (28) is connected with the bottom of tensile piece (27), and push rod (28) can promote tensile piece (27) and take place deformation, and tensile piece (27) can stimulate swash plate (26) and rotate on bottom plate (25).
2. The power transmission tower used based on power transmission according to claim 1, wherein two vertical plates (13) are further arranged in the first groove of the second tower foundation (4), a cross rod is further arranged between the two vertical plates (13), the cross rod penetrates through the third tower foundation (12), and the cross rod can rotate in the third tower foundation (12).
3. The power transmission tower used based on power transmission according to claim 1, wherein the second tower (4) is further provided with a first bearing (7) matched with the movable rod (14), the bottom of the movable rod (14) is connected with the first bearing (7), and the movable rod (14) can rotate in the first bearing (7).
4. The power transmission tower used on the basis of power transmission according to claim 1, characterized in that a through hole is arranged in the third tower foundation (12), the through hole communicates the top with the bottom of the third tower foundation (12), the connecting rod (9) is positioned in the through hole, and the diameter of the through hole is larger than that of the connecting rod (8).
5. The pylon for electric power transmission according to claim 1, wherein the connecting rods (9) are each provided with a shock absorber (8), the shock absorbers (8) are sleeved on the connecting rods (9), and the shock absorbers (8) are located below the support plates (6).
6. The power transmission tower used based on electric power transmission according to claim 1, wherein a second groove is formed in the top of the first tower base (2), the second tower base (4) is located in the second groove, a support column (5) is arranged in the center of the inner bottom of the second groove, a second bearing (17) matched with the support column (5) is arranged at the bottom of the second tower base (4), the support column (5) is connected with the second bearing (17), and the second tower base (4) can rotate around the central axis of the support column (5); the bottom of second iron tower basis (4) still is equipped with ring channel (16), the inner bottom of second recess still is equipped with a plurality of bracing pieces (3), and the top of bracing piece (3) is equipped with the slider that matches with ring channel (16), and the slider is located ring channel (16) to the slider can remove in ring channel (16).
7. The power transmission tower used based on power transmission according to claim 1, wherein a plurality of placing grooves are formed in the supporting plate (6), expansion members (18) and ejector rods (19) are arranged in the placing grooves, the ejector rods (19) are positioned above the expansion members (18), and after the expansion members (18) expand, the expansion members (18) can push the ejector rods (19) to move out of the placing grooves; the support plate (6) is also provided with air pipes (21), and the air pipes (21) are sequentially connected with the expansion pieces (18).
8. The power transmission tower used based on electric power transmission according to claim 1, wherein a wedge (15) is further arranged between the second tower foundation (4) and the first tower foundation (2), and the wedge (15) is inserted between the second tower foundation (4) and the first tower foundation (2).
9. The power transmission tower used based on power transmission as claimed in claim 1, wherein a fixing block (30) is further arranged in the third tower foundation (12), a vertical rod (24) is arranged on the fixing block (30), one end of the vertical rod (24) is connected with the fixing block (30), the other end of the vertical rod (24) is inserted into the push rod (28), and the push rod (28) can move in the vertical rod (24) along the direction of the outer wall of the push rod (28).
10. The pylon for electric power transmission according to claim 9, wherein the push rod (28) and the vertical rod (24) are each provided with a flange (29), and the flanges (29) are provided with locks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910335226.XA CN110080599B (en) | 2019-04-24 | 2019-04-24 | Power transmission iron tower based on power transmission |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910335226.XA CN110080599B (en) | 2019-04-24 | 2019-04-24 | Power transmission iron tower based on power transmission |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110080599A CN110080599A (en) | 2019-08-02 |
| CN110080599B true CN110080599B (en) | 2020-10-09 |
Family
ID=67416456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910335226.XA Expired - Fee Related CN110080599B (en) | 2019-04-24 | 2019-04-24 | Power transmission iron tower based on power transmission |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110080599B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112177029B (en) * | 2020-09-15 | 2022-02-01 | 重庆首页工程设计咨询有限责任公司 | Electric power tower foundation |
| CN112854287B (en) * | 2021-01-26 | 2022-08-02 | 国网山东省电力公司经济技术研究院 | Transmission tower pile foundation with adjustable anti-pulling and anti-extrusion performance |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201232194Y (en) * | 2008-06-13 | 2009-05-06 | 中国矿业大学 | Anti-deformation power transmission tower |
| US9499954B2 (en) * | 2015-02-10 | 2016-11-22 | Ambor Structures, Inc. | Tower support structure |
| CN106894671A (en) * | 2015-12-17 | 2017-06-27 | 青岛海汇铁塔机械有限公司 | A kind of iron tower of power transmission line inclines righting method of adjustment |
| CN107178219A (en) * | 2016-03-09 | 2017-09-19 | 青岛天力建筑加固工程有限公司 | Help formula building Deviation Correction method |
| KR101680595B1 (en) * | 2016-05-19 | 2016-11-29 | 한국금속울타리공업협동조합 | Fence including post which has sectional foundation block |
| CN106760903A (en) * | 2017-01-22 | 2017-05-31 | 国网山西省电力公司阳泉供电公司 | A kind of electric power pylon differential settlement adjusting means |
| CN106759416B (en) * | 2017-03-15 | 2019-02-19 | 上海市基础工程集团有限公司 | Airbag apparatus and construction method is adjusted in the pneumatic caisson sinking stage |
| CN109339556A (en) * | 2018-10-12 | 2019-02-15 | 冯婷 | A kind of broadcast brandreth foundation reinforcing structure |
| CN109555350B (en) * | 2018-10-29 | 2020-12-22 | 国网山东省电力公司烟台供电公司 | Power distribution pole |
-
2019
- 2019-04-24 CN CN201910335226.XA patent/CN110080599B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN110080599A (en) | 2019-08-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110080599B (en) | Power transmission iron tower based on power transmission | |
| CN208650862U (en) | A kind of anti-collapse suspension device of constructing tunnel | |
| CN110645025B (en) | Double-layer arch frame support construction system for highway soft rock tunnel and construction method thereof | |
| CN110004970B (en) | Concrete structure for preventing power equipment from toppling | |
| CN108412223B (en) | Deviation correcting structure and deviation correcting method for horizontal locking broken column | |
| CN110318559B (en) | Rescue reinforcement device and method for cultural relics and buildings | |
| CN215759150U (en) | Construction elevator foundation device | |
| CN211472550U (en) | Supporting structure for preventing bridge pile foundation from shifting | |
| CN115045409A (en) | Building earthquake-resistant structure capable of improving collapse resistance | |
| CN211922280U (en) | Recyclable steel bar support for construction of pier column and bent cap of bridge engineering | |
| CN114775682A (en) | Underpinning device with novel existing structure and construction method thereof | |
| CN211080644U (en) | Building reinforcing and damping device | |
| CN109487792B (en) | Temporary stress system conversion method for lattice column underpinning and matched adjustable device | |
| CN216446591U (en) | Novel prevent pounding interim container board house | |
| CN214660250U (en) | Portable spiral pillar structure | |
| CN204531472U (en) | A kind of cement bunker top Elements of Space Grid Truss braced structures | |
| JPH07102793A (en) | Demolition of tower body and device therefor | |
| CN211735089U (en) | High pier stud automatic rising construction platform | |
| CN219431332U (en) | Safety enclosure net structure of cantilever frame | |
| CN220581060U (en) | Tunnel temporary support steel structure expansion connectable beam type bootleg | |
| CN217205000U (en) | Guardrail bar is prevented temporarily in construction | |
| CN219567510U (en) | Movable platform device for high slope construction | |
| CN214117456U (en) | Detachable movable operation frame for building inclined support system | |
| CN216006969U (en) | Supporting structure of foundation pit | |
| CN220336615U (en) | Protective guard for river treatment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201009 |