CN105221650A - A kind of damping device for electrical equipment and using method thereof - Google Patents

A kind of damping device for electrical equipment and using method thereof Download PDF

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Publication number
CN105221650A
CN105221650A CN201510565954.1A CN201510565954A CN105221650A CN 105221650 A CN105221650 A CN 105221650A CN 201510565954 A CN201510565954 A CN 201510565954A CN 105221650 A CN105221650 A CN 105221650A
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China
Prior art keywords
electrical equipment
damping device
damper
flexible concrete
supporting element
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CN201510565954.1A
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Chinese (zh)
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CN105221650B (en
Inventor
张雪松
朱宽军
周立宪
刘胜春
刘彬
牛海军
孙娜
张军
杨益
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State Grid Corp of China SGCC
China Electric Power Research Institute Co Ltd CEPRI
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State Grid Corp of China SGCC
China Electric Power Research Institute Co Ltd CEPRI
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Abstract

The invention provides a kind of damping device for electrical equipment and using method thereof, described device comprises the support platform (20), dampening assembly (21) and the electrical equipment (22) that set gradually from the bottom to top; Described dampening assembly (21) is provided with the flexible concrete post (6) of supporting element (5), damper (2) and cover plate (1) by fixing frame (4), its vertical direction be located in described fixing frame (4) and forms; The using method of described device comprises: 1) prepare flexible concrete; 2) described fixing frame is horizontally placed on support platform; 3) in described fixing frame, vertically supporting element is set, and pours into a mould flexible concrete to the height contour with described supporting element; 4) damper to be horizontally placed on flexible concrete post and to be connected with supporting element; 5) high voltage electric equipment is fixed on above damper.Damping device of the present invention make use of damper and flexible concrete dual shock absorption control structure, has cushioning ability strong, the feature of easy construction.

Description

A kind of damping device for electrical equipment and using method thereof
Technical field
The present invention relates to a kind of substation equipment damping device, be specifically related to a kind of damping device for electrical equipment and using method thereof.
Background technique
China is many earthquakes country, and the electric power facility of seismic region not only needs good technology arrangement, and needs to have good anti-seismic performance.In recent years, lead damper damping control technology obtains application in electric substation.General lead damper is arranged on the joint of flange and equipment, owing to being chronically exposed in external environment, easily by the erosion of environment, its endurance quality is declined, and then cause the decline of its cushioning ability, when running into violent earthquake, lead damper shockproof control ability does not reach requirement, thus causes power equipment to be damaged.
How to design a kind of new damping device, there is excellent shockproof control ability, and the erosion of extraneous hazardous medium can be avoided, there is good endurance quality, the earthquake response of the towering electrical equipment of electric substation can be effectively reduced, prevent the towering electrical equipment of electric substation to be damaged under large shake effect.
Summary of the invention
The object of this invention is to provide a kind of damping device for electrical equipment and using method thereof.Dampening assembly in this device has damper and flexible concrete two kinds of shockproof control structures, has higher shockproof control ability.
To achieve these goals, the present invention takes following technological scheme:
For a damping device for electrical equipment, described device comprises the support platform (20), dampening assembly (21) and the electrical equipment (22) that set gradually from the bottom to top; Described dampening assembly (21) is provided with the flexible concrete post (6) of supporting element (5), damper (2) and cover plate (1) by fixing frame (4), its vertical direction be located in described fixing frame (4) and forms; Described supporting element (5) is for being provided with the cylindrical body of boss.
First preferred version of the described damping device for electrical equipment, described supporting element (5) and described damper (2) are located at same pivotal axis upwards, have gap between described damper (2) top and described cover plate (1).
Second preferred version of the described damping device for electrical equipment, described fixing frame (4) is square steeel tube, the described cylindrical body (5) of boss that is provided with is for band tooth round steel, described flexible concrete (6) for EPS high polymer flexible concrete, described damper (2) be lead damper.
3rd preferred version of the described damping device for electrical equipment, described EPS high polymer flexible concrete is made up of the lower component by mass fraction: cement 80-120 part, carboxylic styrene butadiene latex 10-20 part, sand 30-40 part, water 40-50 part, EPS particle 1-5 part, UNF-5 high efficiency water reducing agent 1-3 part.
4th preferred version of the described damping device for electrical equipment, described EPS high polymer flexible concrete is made up of the lower component by mass fraction: cement 100 parts, carboxylic styrene butadiene latex 15 parts, 35 parts, sand, 42 parts, water, EPS particle 2.8 parts, UNF-5 high efficiency water reducing agent 2 parts.
5th preferred version of the described damping device for electrical equipment, described cement is the Portland cement of label P.O42.5 level.
6th preferred version of the described damping device for electrical equipment, the packing density of described sand is 1000 ~ 1300kg/m 3.
7th preferred version of the described damping device for electrical equipment, described EPS particle is primary EPS particle, and its density is 18 ~ 20kg/m 3.
A using method for the described damping device for electrical equipment, described method comprises the steps:
1) flexible concrete is prepared;
2) described fixing frame is horizontally placed on support platform;
3) in described fixing frame, vertically supporting element is set, and pours into a mould flexible concrete to the height contour with described supporting element;
4) damper to be horizontally placed on flexible concrete post and to be connected with supporting element;
5) high voltage electric equipment is fixed on above damper.
First optimal technical scheme of the using method of the described damping device for electrical equipment, in described method, bolt used is high-strength bolt.
The structure of dampening assembly of the present invention as shown in Figure 1.This dampening assembly is made up of fixing frame, damper, supporting element, flexible concrete and cover plate.The effect of fixing frame mainly retrains flexible concrete and improves its deformability, and damper is in the environment of alkalescence all the time from the erosion of external environment.The top fillet weld seam of fixing frame stiffening rib is the reinforcement to fixing frame head room clearance position rigidity.
As shown in Figure 2, the convex axle of steel is placed in lead damper internal cavities to the structure of lead damper, and the central shaft of the convex axle of steel is positioned in spacing supporting, and spacing supporting is played the positioning action of the convex axle of steel and made it move up and down.Packing in cavity is plumbous.When the convex axle of steel moves up and down, lead is extruded, thus produces plastic extrusion distortion dissipation seismic energy.
The attached structure that Figure 3 shows that band tooth round steel, it is connected with the lower end of lead damper by inner bolt, plays the effect of fixing lead damper, is fixed in EPS high polymer flexible concrete in addition by positioning device.During earthquake, equipment drives the convex axle of steel to move in the limit stoper of lead damper, drives lead damper at circle square steeel tube space range of motion simultaneously.And drive the relative movement in EPS high polymer flexible concrete of tooth round steel during lead damper motion, tooth with tooth round steel produces squeezing action in EPS high damping flexible concrete, thus utilizes the concrete damping of EPS polymer flexibility and large deformation to dissipate further seismic energy.
The using method of damping device of the present invention and device plan view be as shown in figures 4 and 5: first prepare flexible concrete; Described fixing frame is horizontally placed on support platform; In described fixing frame, vertically supporting element is set, and pours into a mould flexible concrete to the height contour with described supporting element; Damper to be horizontally placed on flexible concrete post and to be connected with supporting element; Stiffening rib is connected with steel pipe fillet weld, and top board is connected with steel pipe wall fillet weld; Finally be connected in the interior threaded hole of the convex axle of lead damper steel with the high-strength bolt through vessel flange dish and fastener for connection top board.
EPS high polymer flexible concrete has isotropy cushion energy absorbing property, and its gelatinization material is ordinary Portland cement and carboxylic styrene butadiene latex mainly.The character and effect of this component materials of concrete is as follows:
1) ordinary Portland cement
The present invention adopts label to be the ordinary Portland cement of P.O42.5 level.
2) carboxylic styrene butadiene latex
Carboxylic styrene butadiene latex is high molecular polymer.Ivory blueing light, solid content is 40 ~ 50%, and pH value is between 7-9.Technical order is as shown in table 1.This carboxylic styrene butadiene latex is by a kind of macromolecule carboxylic styrene butadiene latex of vinyl benzene, butadiene and acrylic acid ternary polymerization, there is higher bonding strength, excellent mechanical stability and chemical stability, and the rheological properties of excellence, nontoxic, non-corrosiveness, non-volatile, do not burn.In technological scheme provided by the invention, slush is mixed carboxylic styrene butadiene latex, after improve damping capacity, because when carboxylic styrene butadiene latex and slush are mixed and stirred, the thread thin layer be interweaved with cement gel is condensed in this mix inside, sand grains is bonded together securely, forms the network structure of IPN.This kind of structure significantly enhances the deformability of slush, when being with tooth round steel and polymer flexibility concrete to produce compressional movement, the response lag of this network structure is in stress, and delayed distorted movement will overcome larger damping, and changes mechanical energy is that heat energy dissipates by this process.
Table 1 carboxylic styrene butadiene latex liquid
Technical order Measured load
Outward appearance Milky white colour band blue light liquid
Solid content 47%
PH value 7~9
Free vinyl benzene 0.01%
Surface tension (mN/m) 35
Viscosity (mPas BShi viscosity 60rpm) 70.0
80 order gel contents 0.0009%
3) sand
Sand forms the most important material of EPS light aggregate concrete elastic skeleton, and it and Portland cement play an important role to the mechanical property of EPS light aggregate concrete jointly.Sand used in the present invention is packing density is 1000 ~ 1300kg/m 3the natural river sand of clean circular granular.
4) water
The water of mixed concrete and maintenance is tap water and clean natural water.
5) EPS particle
Foamed polystyrene (EPS) grain density is very low, and EPS used in technical solution of the present invention is density 18 ~ 20kg/m 3primary EPS particle, EPS material has good plastic deformation ability.Mix EPS particle in concrete after, greatly improve concrete deformability, become a kind of flexible concrete.Utilize the large deformability of EPS particle to absorb seismic energy.
6) the non-research work of air entrained type high efficiency water reducing agent of UNF-5
After admixture EPS particle, because cement slurry is to the package action of particle, intergranular friction is remarkable, thus reduces the mobility of freshly mixed concrete.For this reason, a certain amount of water reducing agent should be added to improve the mobility of newly mixing EPS hollow concrete.UNF-5 high efficiency water reducing agent can significantly improve the mobility of concrete mix, and the reason that this high efficiency water reducing agent improves concrete batching system workability can be summarized as absorption-peptizaiton, lubrication.
With immediate prior art ratio, technical solution of the present invention tool has the following advantages:
1) in the present invention, lead damper is encapsulated in square steeel tube, has the protection of the EPS high polymer flexible concrete of alkalescence around, lead alloy damper can be made from the erosion of external environment, improves the durability of lead damper;
2) in addition, EPS high polymer flexible concrete is encapsulated in square steeel tube and makes this concrete be in three dimension stress state by the present invention, can improve the concrete deformability of polymer flexibility further;
3) damping control system of damping device of the present invention make use of lead alloy and has pliable and tough EPS high polymer flexible concrete dual shock absorption control structure, thus improves cushioning ability, the feature of easy construction;
4) vibration damping equipment of the present invention effectively can greatly reduce the earthquake response of the towering electrical equipment of electric substation, and the electrical equipment making electric substation towering exempts from earthquake damage.
Accompanying drawing explanation
Fig. 1: dampening assembly of the present invention, wherein connection diagram, the c fixing frame top board of a plan view, b stiffening rib and square steeel tube;
Fig. 2: lead damper;
Fig. 3: band tooth round steel;
Fig. 4: the using method step of damping device of the present invention;
Fig. 5: the plan view of damping device of the present invention;
Wherein:
1 cover plate; 2 dampers; 3 links; 4 fixing frames; 5 supporting elements; 6 flexible concrete posts; 7 stiffening ribs; 8 fixed ends; 9 bolts hole; 10 bolts hole; 11 attachment holes; 12 limit stoper; The convex axle of 13 steel; 14 is plumbous; 15 outer steel shells; The convex axle Inner bolt holes of 16 steel; 17 round steel; 18 steel-tooths; 19 fixed blocks; 20 electrical equipments; 21 dampening assemblies; 22 support platforms
Embodiment
For better the present invention being described, be convenient to understand technological scheme of the present invention, it is as follows that the present invention lists embodiment:
Embodiment 1
For a damping device for electrical equipment, described device comprises the support platform, dampening assembly and the electrical equipment that set gradually from the bottom to top; Described dampening assembly is made up of square steeel tube, lead damper, band tooth round steel, EPS high polymer flexible concrete and cover plate.
Described EPS high polymer flexible concrete is made up of the following component by mass fraction: cement 100 parts, carboxylic styrene butadiene latex 15 parts, 35 parts, river sand, 42 parts, water, EPS particle 2.8 parts, UNF-5 high efficiency water reducing agent 2 parts.
The using method of described device: 1) prepare flexible concrete; 2) described square steeel tube is horizontally placed on support platform; 3) band tooth round steel is vertically set in described square steeel tube, and pours into a mould EPS high polymer flexible concrete to the height contour with described band tooth round steel; 4) lead damper to be horizontally placed on EPS high polymer flexible concrete post and with band tooth round steel, stiffening rib is connected with steel pipe fillet weld, and top board is connected with steel pipe wall fillet weld; 5) be finally connected in the Inner bolt holes of the convex axle of lead damper steel with the high-strength bolt through vessel flange dish and fastener for connection top board.
Embodiment 2
For a damping device for electrical equipment, described device comprises the support platform, dampening assembly and the electrical equipment that set gradually from the bottom to top; Described dampening assembly is made up of square steeel tube, lead damper, band tooth round steel, EPS high polymer flexible concrete and cover plate.
Described EPS high polymer flexible concrete is made up of the following component by mass fraction: cement 85 parts, carboxylic styrene butadiene latex 10 parts, 40 parts, river sand, 45 parts, water, EPS particle 2 parts, UNF-5 high efficiency water reducing agent 1.5 parts.
The using method of described device: 1) prepare flexible concrete; 2) described square steeel tube is horizontally placed on support platform; 3) band tooth round steel is vertically set in described square steeel tube, and pours into a mould EPS high polymer flexible concrete to the height contour with described band tooth round steel; 4) lead damper to be horizontally placed on EPS high polymer flexible concrete post and with band tooth round steel, stiffening rib is connected with steel pipe fillet weld, and top board is connected with steel pipe wall fillet weld; 5) be finally connected in the Inner bolt holes of the convex axle of lead damper steel with the high-strength bolt through vessel flange dish and fastener for connection top board.
Embodiment 3
For a damping device for electrical equipment, described device comprises the support platform, dampening assembly and the electrical equipment that set gradually from the bottom to top; Described dampening assembly is made up of square steeel tube, lead damper, band tooth round steel, EPS high polymer flexible concrete and cover plate.
Described EPS high polymer flexible concrete is made up of the following component by mass fraction: cement 110 parts, carboxylic styrene butadiene latex 20 parts, 40 parts, river sand, 50 parts, water, EPS particle 4 parts, UNF-5 high efficiency water reducing agent 2.5 parts.
The using method of described device: 1) prepare flexible concrete; 2) described square steeel tube is horizontally placed on support platform; 3) band tooth round steel is vertically set in described square steeel tube, and pours into a mould EPS high polymer flexible concrete to the height contour with described band tooth round steel; 4) lead damper to be horizontally placed on EPS high polymer flexible concrete post and with band tooth round steel, stiffening rib is connected with steel pipe fillet weld, and top board is connected with steel pipe wall fillet weld; 5) be finally connected in the Inner bolt holes of the convex axle of lead damper steel with the high-strength bolt through vessel flange dish and fastener for connection top board.
Above embodiment is only in order to illustrate that technological scheme of the present invention is not intended to limit; those of ordinary skill in the field are to be understood that; can modify to the specific embodiment of the present invention with reference to above-described embodiment or equivalent to replace, these do not depart from any amendment of spirit and scope of the invention or equivalently to replace within the claims that all awaits the reply in application.

Claims (10)

1., for a damping device for electrical equipment, described device comprises the support platform (20), dampening assembly (21) and the electrical equipment (22) that set gradually from the bottom to top; It is characterized in that, described dampening assembly (21) is provided with the flexible concrete post (6) of supporting element (5), damper (2) and cover plate (1) by fixing frame (4), its vertical direction be located in described fixing frame (4) and forms; Described supporting element (5) is for being provided with the cylindrical body of boss.
2. the damping device for electrical equipment according to claim 1, it is characterized in that, described supporting element (5) and described damper (2) are located at same pivotal axis upwards, have gap between described damper (2) top and described cover plate (1).
3. the damping device for electrical equipment according to claim 1 and 2, it is characterized in that, described fixing frame (4) is square steeel tube, the described cylindrical body (5) of boss that is provided with is for band tooth round steel, described flexible concrete (6) for EPS high polymer flexible concrete, described damper (2) be lead damper.
4. the damping device for electrical equipment according to claim 3, it is characterized in that, described EPS high polymer flexible concrete is made up of the lower component by mass fraction: cement 80-120 part, carboxylic styrene butadiene latex 10-20 part, sand 30-40 part, water 40-50 part, EPS particle 1-5 part, UNF-5 high efficiency water reducing agent 1-3 part.
5. the damping device for electrical equipment according to claim 4, it is characterized in that, described EPS high polymer flexible concrete is made up of the lower component by mass fraction: cement 100 parts, carboxylic styrene butadiene latex 15 parts, 35 parts, sand, 42 parts, water, EPS particle 2.8 parts, UNF-5 high efficiency water reducing agent 2 parts.
6. the damping device for electrical equipment according to claim 4, is characterized in that, described cement is the Portland cement of label P.O42.5 level.
7. the damping device for electrical equipment according to claim 4, is characterized in that, the packing density of described sand is 1000 ~ 1300kg/m 3.
8. the damping device for electrical equipment according to claim 4, is characterized in that, described EPS particle is primary EPS particle, and its density is 18 ~ 20kg/m 3.
9. a using method for the arbitrary described damping device for electrical equipment of claim 1-8, it is characterized in that, described method comprises the steps:
1) flexible concrete is prepared;
2) described fixing frame is horizontally placed on support platform;
3) in described fixing frame, vertically supporting element is set, and pours into a mould flexible concrete to the height contour with described supporting element;
4) damper to be horizontally placed on flexible concrete post and to be connected with supporting element;
5) high voltage electric equipment is fixed on above damper.
10. the using method of the damping device for electrical equipment according to claim 9, is characterized in that, in described method, bolt used is high-strength bolt.
CN201510565954.1A 2015-09-08 2015-09-08 A kind of damping device and its application method for electrical equipment Active CN105221650B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110566628A (en) * 2019-09-23 2019-12-13 嵊州市军卫电机加工场 Hair buffering damping device of intelligent electromechanical device base

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000304091A (en) * 1999-04-21 2000-10-31 Shimizu Corp Vibration control damper and vibration control structure using vibration control damper
JP2003278406A (en) * 2002-03-22 2003-10-02 Toda Constr Co Ltd Method for installing base plate for seismic isolator
CN201146335Y (en) * 2007-11-30 2008-11-05 国网北京电力建设研究院 Shock insulation apparatus for high voltage electric installation
CN101787752A (en) * 2010-02-08 2010-07-28 燕山大学 Shearing-extruding composite lead damper
JP2011042929A (en) * 2009-08-19 2011-03-03 Kajima Corp Damper for structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000304091A (en) * 1999-04-21 2000-10-31 Shimizu Corp Vibration control damper and vibration control structure using vibration control damper
JP2003278406A (en) * 2002-03-22 2003-10-02 Toda Constr Co Ltd Method for installing base plate for seismic isolator
CN201146335Y (en) * 2007-11-30 2008-11-05 国网北京电力建设研究院 Shock insulation apparatus for high voltage electric installation
JP2011042929A (en) * 2009-08-19 2011-03-03 Kajima Corp Damper for structure
CN101787752A (en) * 2010-02-08 2010-07-28 燕山大学 Shearing-extruding composite lead damper

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
何军拥等: "柔性纤维混凝土的阻尼结构及智能动态耗能研究", 《混凝土与水泥制品》 *
曾明等: "钢框架_混凝土核心筒结构装设粘滞阻尼器的减震控制分析", 《防灾减灾工程学报》 *
段壮志等: "柔性集料混凝土抗震应用研究必要性与可行性", 《山西建筑》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110566628A (en) * 2019-09-23 2019-12-13 嵊州市军卫电机加工场 Hair buffering damping device of intelligent electromechanical device base

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