CN106168078B - Antidumping high-voltage transmission line towers - Google Patents

Antidumping high-voltage transmission line towers Download PDF

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Publication number
CN106168078B
CN106168078B CN201610485889.6A CN201610485889A CN106168078B CN 106168078 B CN106168078 B CN 106168078B CN 201610485889 A CN201610485889 A CN 201610485889A CN 106168078 B CN106168078 B CN 106168078B
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Prior art keywords
plugboard
plate
buffer unit
brake block
transition piece
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CN106168078A (en
Inventor
伞建耕
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Lianyungang Lian Lian Iron Tower Manufacturing Co., Ltd.
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Lianyungang Lian Lian Iron Tower Manufacturing Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The invention discloses a kind of antidumping high-voltage transmission line towers, for solving the problems, such as that steel tower easily topples.It includes iron tower body and transition piece, is to disconnect in the middle part of iron tower body, and be flexibly connected by the transition piece that corner has buffering, cushioning effect, the transition piece includes the first plate, the second plate and the third plate that are arranged in parallel from top to bottom;Wherein, it is the buffer structure design with brake structure between the first plate and the second plate, between the second plate and the third edition.The present invention in the middle and lower part position of an iron rake with three to six teeth by disconnecting and installing transition piece, the presence of transition piece causes the position of easy bending in steel tower to generate the displacement of horizontal direction, during displacement, can effectively be rubbed consumption vibrational energy, change vibration frequency and amplitude, avoid that bending occurs, change the way that tradition improves intensity by way of increment type timber-used steel, in the case of constant with steel, shock resistance improves more than 40%.

Description

Antidumping high-voltage transmission line towers
Technical field
The invention is related to steel tower technical field, specifically a kind of antidumping high voltage power transmission with excellent anti-seismic performance Line steel tower mounting structure.
Background technology
Earthquake brings serious destruction, especially extra high voltage network to various transmission lines of electricity, since voltage class is higher, Tower height and dead weight are larger, easily collapse under the action of macroseism, and this collapse is usually associated with the chain anti-of large area Should, cause collapsing for large area.Seismic isolation technology is that seismic resistance field develops faster and constantly improve a skill in the late three decades Art.
Earthquake magnitude is larger or certain reason lower structures " hard anti-" be difficult to meet it is expected it is shockproof require when, using shock insulation Technology reduces the input seismic energy of structure, can reach good effect.The essential of shock insulation be make structure or component with The earthquake ground motion or support movement that destruction may be caused separate, and separate the route of transmission of seismic energy, make to be input to Seismic force and energy on building structure are reduced, and so as to reduce the earthquake response of superstructure, reach expected requirement of setting up defences.
This separation or decoupling are by setting Seismic Isolation of Isolation Layer, setting isolator, damper in the privileged site of engineering structure Or other auxiliary equipments, to extend the natural vibration period of total system, increase structural damping, so as to make structure in geological process Under dynamic response (acceleration, speed, displacement) rationally controlled, it is ensured that people of the structure and in structure in itself, sets instrument The ground such as standby, finishing are safe and in normal use environment.
Existing steel tower has that horizontal shear force effectively cannot disperse and consume, and antidetonation, wind resistance, anti-snow ability It is poor.
Invention content
In order to solve the deficiencies in the prior art, the present invention provides a kind of antidumping high-voltage transmission line towers, to solve existing Have under structure, steel tower due to cannot effectively decompose with consumption level shearing force and caused by topple in the middle part of steel tower bending the problem of.
The technical solution adopted by the present invention to solve the technical problems is:
Antidumping high-voltage transmission line towers, including iron tower body and transition piece, which is characterized in that be in the middle part of iron tower body Disconnect, and be flexibly connected by the transition piece that corner has buffering, cushioning effect, the transition piece include from upper and Under the first plate, the second plate and the third plate that are arranged in parallel;
Wherein, the upper surface of the first plate is provided with the first mounting portion, the lower surface of the first plate is provided with the first grafting Plate and the first Buffer Unit, wherein the first plugboard is the multiple and equidistant downside for being fixed on the first plate, the first plugboard Perpendicular to one another with the first plate upper end;First Buffer Unit is fixed on the both sides of the first plugboard, and positioned at the first plugboard The both ends of array;
The first auxiliary of setting clamping plate in the first grafting plate array both sides, the first auxiliary clamping plate is trapezium structure, is inserted first Fishplate bar array both sides setting the first auxiliary clamping plate, sets in the lower face of the first auxiliary clamping plate there are two along the first plugboard direction T-slot, it is corresponding to be provided with the T-shaped slider upwardly extended on the second plate, on the horizontal position of T-shaped slider insertion it is several Steel ball and being formed between T-shaped block and T shape sliding slots is slidably matched;
The lower surface of the first plate between the first plugboard two-by-two is provided with the first cylindrical roller groove placed in the middle;
First mounting portion is centrally located, and rubber spacer and pin installation are provided on the first mounting portion surface Hole, in the bottom end of prefabricated buildings bearing column, there are one the groove with the cooperation of the first mounting portion, first mounting portions for setting It is connected in groove and by pin;
Third plugboard, third Buffer Unit, the second auxiliary clamping plate and the second mounting portion are provided on the third plate, the Three plugboards and the first grafting harden structure are identical, and the third Buffer Unit and the first Buffer Unit structure are identical, the third Plugboard is the multiple and equidistant upside for being fixed on third plate, the second auxiliary of setting clamping plate in third grafting plate array both sides, Second auxiliary clamping plate is identical with the first auxiliary clamp region, and structure of toppling is put in formation;
Third cylindrical roller groove placed in the middle is provided in the upper surface of third plate between third plugboard two-by-two;
Second mounting portion is the steel plate being welded on the downside of third plate, is centrally located, and in the second mounting portion surface anchor Bolt is fixed on by way of pouring in advance on ground;
The second plugboard, the second cylindrical roller groove and the second Buffer Unit are provided in the upper surface of the second plate, it is described Second Buffer Unit is identical with the first Buffer Unit structure, and plug connection is carried out between second plugboard and the first plugboard And it is bonded in side;There are one perforative channels for tool in second plugboard, are provided in the both sides of the second plugboard Vertically arranged card slot, and tool is connected there are one square hole between card slot and channel, and a work is placed in each card slot Dynamic brake block, the activity brake block include steel back and brake material coating, and wherein steel back is placed in card slot, and in steel back There are one the sliding blocks coordinated with above-mentioned square hole for back side setting, and setting is there are one lacing wire in the channel, and is set in the both sides of lacing wire Have an intermittently-arranged chock, chock towards setting in the same direction, and each chock respectively with the shoe contact of corresponding position, in lacing wire End set is there are one threaded hole and installs pulling plug and carries out tension connection,
The 4th plugboard, the 4th cylindrical roller groove and the 4th Buffer Unit are provided in the lower surface of the second plate, it is described 4th plugboard, the 4th Buffer Unit are identical with second plugboard, the first Buffer Unit structure, the 4th plugboard and Third plugboard carries out plug connection and is bonded in side;
Second plugboard and the 4th plugboard are arranged substantially perpendicular to each other;
The brake block being equidistantly spaced is inlaid in the both sides of the first plugboard and third plugboard, centre is smooth Position, and smooth department bit width is equal to the width of brake block;On brake block and the second plugboard on first plugboard Brake block shifts to install;Brake block on the third plugboard is shifted to install with the brake block on the 4th plugboard;And Safety pin and seal sleeve are set between one plate and the second plate and between the second plate and third plate.
Further, first plugboard is 20 centimetres of steel plate, the size of the first plugboard for it is 40 centimetres wide, 10 lis Meter Gao, the gap of two adjacent first plugboards is 20 millimeters;Second plugboard, third plugboard, the 4th plugboard with First plugboard specification is identical.
Further, first Buffer Unit includes the protrusion extended downwardly from the first plate, is fixed on the inside of the protrusion One leaf spring, the both ends of the leaf spring are fixed on by fixed pin in protrusion.
The beneficial effects of the invention are as follows:
1st, it is disconnected in the middle and lower part position of an iron rake with three to six teeth, and transition piece is installed, the presence of transition piece causes easy bending in steel tower Position generate horizontal direction displacement, during displacement, can effectively rub consumption vibrational energy, change vibration frequency and Amplitude avoids that bending occurs, and the way that tradition improves intensity by way of increment type timber-used steel is changed, constant with steel In the case of, shock resistance improves more than 40%.
2nd, it is engaged between three plates of transition piece by the plugboard of setting intersected with each other, and in plugboard and three Coordinate between a plate for cylindrical roller, there is good rolling characteristics and steering capability so that earthquake, storm wind, the initial rank avenged Section, can start rapidly, improve the sensitivity of antidetonation efficiency, and improve service life.
2nd, coordinated between adjacent plugboard by spaced brake block two-by-two, and be interruption, it is discontinuous Cooperation, when earthquake occurs, the amplitude of the horizontal force of earthquake can be decomposed, be decomposed into the vibration of frequency low-amplitude, have Effect improves anti-seismic performance.
3rd, be engaged between three plates by the plugboard of setting intersected with each other, and plugboard and three plates it Between coordinate for cylindrical roller, on vertical there is preferable rigidity, larger carrier can be born.
4th, it is pure mechanic structure, disclosure satisfy that long-term non-maintaining operation, and primary friction power is happened between plugboard At friction plate, friction plate selects automotive brake pads, maintenance-free, and the frictional force of brake block can easily be adjusted, Steel tower can be reduced by itself displacement and friction energy-dissipating to vibrate.
Description of the drawings
Fig. 1 is the structure diagram of special transition piece.
Fig. 2 is the structure chart of the first plate.
Fig. 3 is the side view of Fig. 1.
Initial acceleration state expanded views of the Fig. 4 between adjacent plugboard.
Deceleration regime expanded views of the Fig. 5 between adjacent plugboard.
Fig. 6 is the cross-section diagram of the first plugboard.
Fig. 7 is the stereogram of the first plugboard.
Fig. 8 is the acceleration between adjacent plugboard in seismic process.
Fig. 9 is the structure chart of the present invention.
In figure:1 first plate, 11 first mounting portions, 111 rubber spacers, 12 first plugboards, 121 first cylindrical rollers are recessed Slot, 122 brake blocks, 122 ' movable brake blocks, 13 first Buffer Units, 131 protrusions, 132 leaf springs, 14 first auxiliary clamping plates, 141T shape slots, 142T shape sliding blocks, 143 steel balls, 2 second plates, 21 second plugboards, 211 channels, 212 card slots, 213 sliding blocks, 22 Two cylindrical roller grooves, 23 second Buffer Units, 24 the 4th plugboards, 25 the 4th cylindrical roller grooves, 26 the 4th Buffer Units, 3 third plates, 31 third Buffer Units, 32 second mounting portions, 33 third plugboards, 331 third cylindrical roller grooves, the rolling of 4 cylinders Son, 4 ' cylindrical rollers, 5 lacing wires, 51 pulling plugs, 52 chocks, 6 seal sleeves, 10 steel tower upper members, 101 steel tower lower members, 9 transition Part.
Specific embodiment
As shown in Figures 1 to 8, for existing defect, protection main body of the invention is as follows:
Exploitation is antidumping high-voltage transmission line towers, and in the antidetonation unit of steel tower, often middle part is rolled in advance It is curved, it is manufactured into accident.
Applicant by analysis, find cause of accident mostly be caused by:Cable, bottom are fixed at the top of steel tower It is fixed on ground, forms external force effect at both ends in this way, under the action of the external load such as wind, snow, earthquake, steel tower can occur It topples, wherein, in the middle and lower part of steel tower, the bending at ground is fewer for more than 90 percent point of bending first to topple See, this is because from the angle analysis of stress, the swing of steel tower, just in this position, is be easy to cause tired with static line of demarcation Strain wound, so the generation of most bending point is also just not at all surprising in this position.
Current resolving ideas usually still increases the thickness of steel tower steel, selects larger sized, higher intensity use Steel, but still cannot solve the problem above-mentioned, such as under the action of especially big ice and snow, sleet, storm wind, it can still topple And bending.
The present invention's is exactly from another angle, is solved the above problems.
Fundamentally to solve the problems, such as easy bending and toppling, the present invention starts with from consumption energy, passes through steel tower itself Structure, carry out the external load such as the exhaustion point steel tower wind load of itself, improve the performances such as itself antidetonation of steel tower, wind resistance, anti-crushing by snow Index.
Its basic principle is special transition of the setting with buffering, cushioning effect at 1/3rd of steel tower height Part 9 carries out transition installation, improves anti-seismic performance, wherein as a kind of best mode, above-mentioned special transition piece 9 is mounted on upper Between the steel tower in portion and the steel tower of lower part, it is set as multiple, is used to support, and anti-seismic performance is provided.
Special transition piece being described in detail in detail below:
Special transition piece, including the first plate 1, the second plate 2 and third plate 3 set from top to bottom.
Wherein, the first plate 1 is at least 20 or 30 millimeters of steel plate using thickness, and is set in the upper surface of the first plate 1 There is the first mounting portion 11, be welded to connect between the two, the first mounting portion 11 is used for and steel tower upper member 10 is attached, wherein iron A horizontal ring flange is fixed in the tie point position of tower upper member 10, and ring flange quantity is four, and is separately positioned on steel tower Four corners, formed four points of connection.Second mounting portion is used for and steel tower lower member 101 is attached.
The lower surface of first plate 1 is provided with the first plugboard 12 and the first Buffer Unit 13.Wherein the first plugboard 12 To be multiple, it is uniformly welded on the downside of the first plate 1.The first above-mentioned plugboard 12 uses thickness as 20 centimetres of steel plate, institute The size for stating the first plugboard 12 is 40 centimetres wide, and 10 centimetres of height, 12 upper end of the first plugboard is welded to connect with the first plate 1, and It is relationship perpendicular to one another between the two, the clearance control of two the first plugboards 12 is between 20 millimeters, the first plugboard 12 The depth of parallelism control positive and negative between 0.1 millimeter.
It is parallel to each other between above-mentioned multiple first plugboards, and rule is arranged.
The first auxiliary of setting clamping plate 14 in 12 array both sides of the first plugboard, first assists clamping plate as trapezium structure, thickness More than the thickness of the first plugboard 12, a row cylinder roller 4 is equipped in the lower face of the first plugboard 12, cylindrical roller is set side by side It puts, and the least significant end of cylindrical roller exposes the outside of the first plugboard, is formed and roll cooperation.
Along the T-slot 141 in the first plugboard direction, the T-slot there are two being set in the lower face of the first auxiliary clamping plate 14 Section for T shapes, it is corresponding to be provided with the T-shaped slider 142 upwardly extended set up on the second plate, in T-shaped slider Embedded several steel balls 143 on horizontal position, wherein steel ball are relatively large in diameter, and three points of steel ball are contacted with T-slot, another Side is contacted with T-shaped slider, with reference to figure 1, is formed and is rolled cooperation, is had the function of anticreep, is oriented to so that the first plate and second A disconnecting prevention structure is formed between plate.
The first cylindrical roller groove placed in the middle is provided in the lower surface of the first plate between the first plugboard 12 two-by-two 121, for being coordinated with the cylindrical roller on the second plate.
One of best mode of first Buffer Unit 13 is:Including the protrusion 131 extended downwardly from the first plate, protrusion inside A leaf spring 132 is fixed, the both ends of leaf spring 132 are fixed on by fixed pin in protrusion.The first above-mentioned Buffer Unit is fixed on The both sides of first plugboard, and positioned at the both ends of the first grafting plate array, for extreme position between the first plate and the second plate Buffering.
First mounting portion 11 is the steel plate for being welded on the first plate top, is centrally located, and is set on the first mounting portion surface There are rubber spacer 111 and pin mounting hole, corresponding, there are one match with the first mounting portion for the bottom end setting of steel tower on top The flange and pin mounting hole of conjunction are coordinated.
Third plate 3 and the first harden structure are essentially identical, and third plate 3 is at least 20 millimeters of steel plate using thickness, and the The lower surface of three plates 3 is provided with the second mounting portion 32, and the second mounting portion is used for and prefabricated buildings are attached, in third plate 3 Upper surface be provided with third plugboard 33 and third Buffer Unit 31.Wherein third plugboard 33 is multiple, uniform to weld In the upside of third plate.Above-mentioned third plugboard 33 uses thickness, and for 20 centimetres of steel plate, the size of third plugboard 33 is 40 centimetres wide, 10 centimetres of height, third plugboard lower end is welded to connect with third plate, and is relationship perpendicular to one another between the two, The clearance control of two third plugboards 33 between 20 millimeters, third plugboard the depth of parallelism control positive and negative 0.1 millimeter it Between.
It is parallel to each other between above-mentioned multiple third plugboards, and rule is arranged.
The second auxiliary of setting clamping plate 34 in 33 array both sides of third plugboard, the second auxiliary clamping plate 34 is trapezium structure, thick Degree is more than the thickness of third plugboard, and the structure of the second auxiliary clamping plate and the structure of the first auxiliary clamping plate are identical, realize second Anti-dropout between plate and third plate.
Third cylindrical roller groove placed in the middle is provided in the upper surface of third plate between third plugboard 33 two-by-two 331, for being coordinated with the cylindrical roller on the second plate.
One of best mode of third Buffer Unit 31 is:It is solid on the inside of protrusion including the protrusion upwardly extended from third plate A fixed leaf spring, the both ends of leaf spring are fixed on by fixed pin in protrusion.Above-mentioned third Buffer Unit is fixed on third grafting The both sides of plate, and it is located at the both ends of third grafting plate array, structure is identical with the first Buffer Unit.
Second mounting portion 32 is the steel plate being welded on the downside of third plate, is centrally located, and is set on the second mounting portion surface There are rubber spacer and mounting hole, be attached with the steel tower of downside.
Second plate 2 uses thickness as 20 or 30 millimeters of steel plate, and the upper surface surface of the second plate is provided with second Plugboard 21, the second cylindrical roller groove 22 and the second Buffer Unit 23, the second Buffer Unit and the first above-mentioned Buffer Unit Structure is identical, repeats no more, and there are one channels 211 for tool in the second plugboard 21, which is square through hole, through second Plugboard 21 is provided with vertically arranged card slot 212 in the both sides of the second plugboard 21, and has between card slot 212 and channel It is connected there are one square hole, a movable brake block 122 ' is placed in each card slot, which includes steel The back of the body and brake material coating, wherein steel back is placed in card slot 212, and the setting of the back side of steel back there are one and above-mentioned square hole The sliding block 213 of cooperation.There are one lacing wire 5, lacing wire section is rectangular, and is equipped with interruption in the both sides of lacing wire 5 for setting in the channel The chock 52 of arrangement, chock towards setting in the same direction, and each chock respectively with the shoe contact of corresponding position.At the end of lacing wire 5 Portion's setting screws a pulling plug 51 there are one threaded hole in threaded hole, and pulling plug tenses lacing wire from one end, and in pulling plug and the Between two plugboards, in the case where adjusting pulling plug, the trend for outer shifting that there are one the movable brake blocks in the second plugboard, and press Tightly on the first adjacent plugboard, the effect of an adjusting braking strength is formed, above-mentioned movable brake block is arranged symmetrically , stress can be caused to reach best state.
The lower surface of second plate 2 is provided with the 4th plugboard 24, the 4th cylindrical roller groove 25 and the 4th Buffer Unit 26, the 4th plugboard and the 4th Buffer Unit are identical with the second above-mentioned plugboard and third Buffer Unit structure, no longer It repeats, and for being attached plug connection with third plugboard.
Above-mentioned the second plugboard and the 4th plugboard is arranged substantially perpendicular to each other.
As a kind of best mode, the structure of above-mentioned the first plugboard to the 4th plugboard is identical, with first It is illustrated for plugboard, brake block 122 is inlaid in the both sides of the first plugboard 12, with reference to figure 6, above-mentioned brake block 122 be tabular, is embedded in the both sides of the first plate, is arranged symmetrically in relation to each other, and brake block is intervally installed, and centre is smooth department Position 123, and spacing distance is equal to the width of brake block, forms pattern shown in Fig. 2.
Brake block 122 on first plugboard 12 is shifted to install with the movable brake block 122 ' on the second plugboard 21, that is, The smooth position 123 of first plugboard corresponds to the movable brake block 122 ' of the second plugboard, meanwhile, the smooth department of the second plugboard The brake block 122 of corresponding first plugboard in position 123 ', forms Fig. 4 expanded views, this fit system can form quick startup Pattern is conducive to the first plugboard and the opposite startup slided of the second plugboard
In order to enable special transition piece has dust-proof effect, make between the first plate and the second plate and the second plate third plate It is packaged with seal sleeve 6, forms a kind of dustless structure.
Can be formed when earthquake occurs, between the first plugboard and the second plugboard it is a kind of opposite slide, at the initial stage of slip, Brake block on first plugboard 12 can and the second plugboard on smooth position cooperation with reference to figure 4, frictional force during startup compared with It is small, can realize quick startup, avoid it is stuck, simultaneously as between above-mentioned the first plugboard and the second plugboard, Yi Ji It is multigroup arranged in a crossed manner between three plugboards and the 4th plugboard, rigidity, stability and tilting moment are all fine, and safety will It asks, after first, second plugboard starts and slides, and then, the brake block on first, second plugboard starts to contact, and is formed Sliding friction, due to just starting, the brake block contact area on two plugboards is smaller, by friction formula it is found that adding at this time Speed is larger, and opposite slide is still within boost phase, after brake block overlapping is more than half, since the frictional force between brake block increases Greatly, can be there are one speed-down action, and a large amount of earthquake energy after the brake block on equivalent plugboard completely disengages, is completed Speed-down action, during due to earthquake, the amplitude of horizontal direction is generally large, into next cycle, in the process, ensures both sides Plugboard between be used in acceleration repeatedly and moderating process, wherein acceleration a forms pulse pattern, positive and negative back and forth to cut It changes, a big seismic amplitude can be divided into multiple small transition piece Self-oscillation amplitudes, and consume the energy of earthquake zone.Together When the high amplitude by a narrow margin of earthquake is acted, be switched to the frequency low-amplitude action of building, be conducive to the self-protection of building.
Under high wind effect, steel tower upper member can wave, and under the action of transition piece, micro horizontal movement occurs, And overcome the effect of brake block therein, it brakes, the effective amplitude and frequency for changing wind load improves anti seismic efficiency.
The presence of above-mentioned cylindrical roller can ensure the smooth of startup, and avoid between low temperature plugboard and the first plate Frictional dissipation, while there is guiding role, it prevents that stuck phenomenon occurs between two adjacent plates.
The above-described embodiments are merely illustrative of preferred embodiments of the present invention, not to the model of the present invention It encloses and is defined, under the premise of design spirit of the present invention is not departed from, various changes of the relevant technical staff in the field to the present invention Shape and improvement should all expand as determined by claims of the present invention in protection domain.

Claims (2)

1. antidumping high-voltage transmission line towers, including iron tower body and transition piece, which is characterized in that be disconnected in the middle part of iron tower body It opens, and is flexibly connected in breaking part by the transition piece that corner has buffering, cushioning effect, the transition piece packet Include the first plate (1) being arranged in parallel from top to bottom, the second plate (2) and third plate (3);
Wherein, the upper surface of the first plate (1) is provided with the first mounting portion (11), is provided in the lower surface of the first plate (1) One plugboard (12) and the first Buffer Unit (13), wherein the first plugboard (12) is multiple and is fixed on the first plate at equal intervals (1) downside, the first plugboard (12) upper end are Bi Cichuizhied with the first plate (1);First Buffer Unit is fixed on first and inserts The both sides of fishplate bar, and positioned at the both ends of the first grafting plate array;
The lower surface of the first plate between the first plugboard (12) two-by-two is provided with the first cylindrical roller groove placed in the middle (121);
The first auxiliary clamping plate (14) of setting in the first plugboard (12) array both sides, sets in the lower face of the first auxiliary clamping plate (14) It is corresponding to be provided with the T-shaped slider upwardly extended on the second plate there are two the T-slot (141) along the first plugboard direction (142), several steel balls (143) are embedded on the horizontal position of T-shaped slider and are formed to slide between T-shaped block and T shape sliding slots and are matched It closes;
First mounting portion (11) is centrally located, and rubber spacer (111) and installation are provided on the first mounting portion surface Hole is attached by bolt and iron tower body epimere,
Third plugboard (33), third Buffer Unit (31), the second auxiliary clamping plate (34) and the are provided on the third plate (3) Two mounting portions (32), third plugboard and the first grafting harden structure are identical, the third Buffer Unit and the first Buffer Unit knot Structure is identical, and the third plugboard (33) is the multiple and equidistant upside for being fixed on third plate, in third plugboard two-by-two (33) third cylindrical roller groove (331) placed in the middle is provided in the upper surface of the third plate between;
The brake block (122) being equidistantly spaced is inlaid in the both sides of the first plugboard and third plugboard, centre is light Sliding position (123), and smooth position (123) width is equal to the width of brake block;
The second auxiliary clamping plate (34) of setting in third plugboard (33) array both sides, and the structure of the second auxiliary clamping plate and first auxiliary The structure for helping clamping plate is identical;
Second mounting portion (32) is centrally located, and rubber spacer (111) and installation are provided on the second mounting portion surface Hole is attached by bolt and iron tower body hypomere;
The second plugboard (21), the second cylindrical roller groove (22) and the second Buffer Unit are provided in the upper surface of the second plate (23), second Buffer Unit is identical with the first Buffer Unit structure, second plugboard (21) and the first grafting Plug connection is carried out between plate and is bonded in side;There are one perforative channels for tool in second plugboard (21) (211), vertically arranged card slot (212) is provided in the both sides of the second plugboard (21), and in card slot (212) between channel Tool is connected there are one square hole, and a movable brake block (122 '), the activity brake block are placed in each card slot (122 ') include steel back and brake material coating, and wherein steel back is placed in card slot (212), and the back side of steel back is provided with one The sliding block (213) of a and above-mentioned square hole cooperation, setting is there are one lacing wire (5) in the channel, and is equipped in the both sides of lacing wire (5) Intermittently-arranged chock (52), chock towards setting in the same direction, and each chock respectively with the shoe contact of corresponding position, in lacing wire (5) end set is there are one threaded hole and installs pulling plug (51) and carries out tension connection,
The lower surface of second plate (2) is provided with the 4th plugboard (24), the 4th cylindrical roller groove (25) and the 4th buffering group Part (26), the 4th plugboard, the 4th Buffer Unit are identical with the third plugboard, third Buffer Unit structure, described 4th plugboard and third plugboard carry out plug connection and are bonded in side;
Second plugboard and the 4th plugboard are arranged substantially perpendicular to each other;
Brake block (122) on first plugboard (12) is shifted to install with the movable brake block on the second plugboard (21); Brake block on the third plugboard (33) is shifted to install with the movable brake block on the 4th plugboard (21);And in the first plate And the second setting seal sleeve (6) between plate and between the second plate and third plate.
2. antidumping high-voltage transmission line towers according to claim 1, which is characterized in that the transition piece is arranged on iron Tower ontology from bottom to top 1/3rd at.
CN201610485889.6A 2016-06-28 2016-06-28 Antidumping high-voltage transmission line towers Active CN106168078B (en)

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Family Cites Families (8)

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Publication number Priority date Publication date Assignee Title
KR100187527B1 (en) * 1996-07-19 1999-06-01 이종훈 Horizontal and vertical seismic isolation bearing
CN2801974Y (en) * 2005-06-20 2006-08-02 蒋演德 Small variable slope three-pipe iron tower
JP5302764B2 (en) * 2009-05-12 2013-10-02 阪神高速道路株式会社 Sliding bearings for structures
CN102425235B (en) * 2011-10-12 2014-04-09 北京工业大学 Anti-pulling universal rolling supporting base
US20140318043A1 (en) * 2012-06-02 2014-10-30 Su Hao Class of Bearings to Protect Structures from Earthquake and Other Similar Hazards
CN102953327B (en) * 2012-11-15 2015-11-04 同济大学 Be applicable to the lateral shock absorption damper of bridge construction
CN103205925A (en) * 2013-04-14 2013-07-17 张保忠 Structure-enhanced rubber support
CN105113391B (en) * 2015-09-22 2017-03-08 西安中交土木科技有限公司 Replaceable module interdigitated electrode structure vibration absorption and isolation support and preparation method thereof

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