CN203080720U - Damping device - Google Patents

Damping device Download PDF

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Publication number
CN203080720U
CN203080720U CN 201220419833 CN201220419833U CN203080720U CN 203080720 U CN203080720 U CN 203080720U CN 201220419833 CN201220419833 CN 201220419833 CN 201220419833 U CN201220419833 U CN 201220419833U CN 203080720 U CN203080720 U CN 203080720U
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CN
China
Prior art keywords
plate
base end
end side
plate member
board
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
Application number
CN 201220419833
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Chinese (zh)
Inventor
刘大伟
森田隆司
山下仁崇
大竹康宏
井上隆司
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Application filed by Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to CN 201220419833 priority Critical patent/CN203080720U/en
Application granted granted Critical
Publication of CN203080720U publication Critical patent/CN203080720U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model provides a damping device which minimizes the number of components and inhibits projections in anterior -posterior directions of an installation part of a second plate member clamping a first plate member from two sides thereof to small extent. A base end side of a first plate is installed on one side which performs relative displacement motions, and a pair of base end sides of second plates is installed on another side. The paired base end sides of the second plate members clamp the first plate member from two sides. Viscoelastic bodies are filled between the first plate member and one second plate member and between the first plate member and another second plate member. The relative displacement motions of one side and another side are attenuated through shear deformation of the viscoelastic bodies. The paired second base end sides of the second plates are constituted by a plate portion and a cut portion which are parallel in the direction of width. The base end side of one second plate member and the base end side of another second plate member are installed on another side in the same plane through engagement between the plate portion and the cut portion. A pair of base end side plates of the second plate members forms a contracting neck which is formed as a buffering part.

Description

Damping device
Technical field
The utility model relates to a kind of damping device that uses viscoelastic body.
Background technology
As corresponding technology of the present utility model, has following damping device 61, as shown in Figure 8, on the installation portion 54 of upside 51 that carries out the relative displacement action along left and right directions and the upside 51 in the downside 52, utilize bolt 56 that the base end side of the 1st flat plate 55 of a slice is installed with tightening state, and on the installation portion 53 of downside 52, use backing plate 58 and utilize bolt 59 a pair of the 2nd flat plate 57 to be installed with tightening state, 57 base end side, they are from sandwich the 1st plate 55, between the 1st plate 55 and one the 2nd plate 57, reach between the 1st plate 55 and another the 2nd plate 57, clamp viscoelastic body 60 respectively, 60, utilize viscoelastic body 60,60 shear strain makes the relative displacement action decay of upside 51 and downside 52.
Patent documentation 1: TOHKEMY 2002-340085 communique
The utility model content
But, as above-mentioned damping device 61 in, as being used to become the method for a pair of the 2nd plate 57,57 from the configuration relation of its sandwich the 1st plate 55, use backing plate 58, have following problems thus, that is, the component count that constitutes damping device 61 becomes many, and the length dimension that the 2nd plate 57,57 is installed in the bolt 59 on the installation portion 53 of downside 52 increases, and bolt 59 direction forwards, backwards protrudes morely.
In addition, from the reasons of guaranteeing to construct and safeguard such as easiness, also there is following problems, as shown in the drawing, on the side surface part that becomes the installation portion 54 that the 1st plate 55 is installed in upside 51, and the 2nd plate 57,57 is installed under the situation of the mode on the same side face of installation portion 53 of downside 52, must makes the position offset dimensions a of the installation side face of each installation portion 53,54, use parts as installation portion 53,54, must use the parts that differ from one another.
The utility model is exactly to put in view of the above problems to propose, its major subjects is to provide a kind of damping device, it can make the component parts number reduce, and can be configured to from the installation portion of a pair of the 2nd plate of its sandwich the 1st plate forwards, backwards the protrusion of direction suppress lessly.
Above-mentioned problem is solved by following damping device, this damping device constitutes, in side of carrying out the relative displacement action and the side in the opposite side, the base end side of a slice the 1st plate is installed with tightening state, and the base end side of a pair of the 2nd plate is installed with tightening state at opposite side, this a pair of the 2nd plate is from aforementioned the 1st plate of sandwich, between the 1st plate and one the 2nd plate, and clamp viscoelastic body respectively between the 1st plate and another the 2nd plate, make the relative displacement action decay of an aforementioned side and opposite side by the shear strain of aforementioned viscoelastic body, it is characterized in that
In aforementioned a pair of the 2nd plate any or both are made of Z-shaped twisted plate, and the board that is installed in the base end side of aforementioned opposite side becomes coincidence status (the 1st utility model).
In this damping device, because any in a pair of the 2nd plate or both are made of Z-shaped twisted plate, the board that is installed in the base end side of aforementioned opposite side becomes coincidence status, therefore need not backing plate, the component parts number is reduced, and can with a pair of the 2nd plate with respect to the installation portion of aforementioned opposite side forwards, backwards the protrusion of direction suppress lessly.
In the damping device of the 1st utility model, preferred a pair of the 2nd plate constitutes (the 2nd utility model) by identical Z-shaped twisted plate.In this case,, can use, thereby the species number of component parts is reduced, realize that cost reduces with a kind of parts as a pair of the 2nd plate.
In addition, above-mentioned problem is solved by following damping device, this damping device constitutes, in side of carrying out the relative displacement action and the side in the opposite side, the base end side of a slice the 1st plate is installed with tightening state, and the base end side of a pair of the 2nd plate is installed with tightening state at opposite side, they are from aforementioned the 1st plate of sandwich, between the 1st plate and one the 2nd plate, and clamp viscoelastic body respectively between the 1st plate and another the 2nd plate, make the relative displacement action decay of an aforementioned side and opposite side by the shear strain of aforementioned viscoelastic body, it is characterized in that
The base end side of aforementioned a pair of the 2nd plate is made of board arranged side by side on width and notch respectively, the base end side of the base end side of one the 2nd plate and another the 2nd plate, the chimeric two sides that is combined as by board and notch is positioned at conplane state, is installed in aforementioned opposite side (the 3rd utility model).
In this damping device, component count is reduced, and, because the base end side of one the 2nd plate and the base end side of another the 2nd plate, the chimeric two sides that is combined as by board and notch is positioned at conplane state, therefore be installed in aforementioned opposite side, compare with the situation of the damping device of the 1st, the 2nd utility model, can with a pair of the 2nd plate with respect to the installation portion of aforementioned opposite side forwards, backwards the protrusion of direction suppress forr a short time.
Preferred in the damping device of the 3rd utility model: the base end side board of the 1st plate has identical gauge with the base end side board of Ge Di 2 plates, the base end side board of the 1st plate is installed on the side surface part of installation portion of an aforementioned side, and the base end side board of two the 2nd plates is installed on the side surface part of same side of installation portion of aforementioned opposite side (the 4th utility model).
In this case, the skew of the side surface part of the side surface part of an aforementioned side installation portion and aforementioned opposite side installation portion can be eliminated, thereby can realize the generalization of parts that a side and opposite side installation portion are used etc.
In the damping device of the 3rd, the 4th utility model, the base end side board of a pair of the 2nd plate also can form necking down, with this necking part as buffer part (the 5th utility model).In this case, the base end side that can utilize the 2nd plate easily is made of side by side board and notch on width, the necking part that can be used as buffer part and work is easily formed, and, can carry out the absorption of various forms of mixed tensors by viscoelastic body and necking part.
The effect of utility model
Because the utility model is said structure, the component parts number is reduced, and, can be configured to from the installation portion of a pair of the 2nd plate of its sandwich the 1st plate forwards, backwards the protrusion of direction suppress lessly.
Description of drawings
Fig. 1 represents the damping device of the 1st embodiment, and figure (A) is a front view, and figure (B) is a lateral view.
Fig. 2 is the exploded perspective view of this damping device.
Figure among Fig. 3 (A) reaches the front view of the operating state that (B) is this damping device of expression.
Fig. 4 is to use the whole front view of the vibration damper plate of this damping device.
Fig. 5 represents the damping device of the 2nd embodiment, and figure (A) is a front view, and figure (B) is a lateral view.
Fig. 6 is the exploded perspective view of this damping device.
Fig. 7 represents the damping device of the 3rd embodiment, and figure (A) is a front view, and figure (B) is the outside front view of one the 2nd plate, and figure (C) is the inside front view of another the 2nd plate.
Fig. 8 represents the damping device that corresponding technology relates to, and figure (A) is a front view, and figure (B) is a lateral view.
The specific embodiment
Below, based on accompanying drawing preferred forms of the present utility model is described.
The damping device 8 of the 1st embodiment of Fig. 1 ~ shown in Figure 4, as shown in Figure 4, in the vibration damper plate 1 that building is used, use, steel side frame 4 about this vibration damper plate 1 has, 4, they engage with floor upside 2 and floor downside 3 with the positive engagement state, at side frame 4, between 4, with the last rigid body 5 of X shape configuration V-arrangement and the following rigid body 6 of inverted V-shaped, rigid body 5 is by two steel support arm 5a of compression and stretching on this V-arrangement, 5a constitutes, the following rigid body 6 of this inverted V-shaped is by two steel support arm 6a of compression and stretching in the same manner, 6a constitutes, each support arm 5a of last rigid body 5, the upper end of 5a, with positive engagement state and each side frame 4,4 upper end side engages, and, each support arm 6a of following rigid body 6, the bottom of 6a is with positive engagement state and each side frame 4,4 lower end side engages.5b, 6b improve the stiffener of the rigidity of rigid body 5,6 up and down, on each stiffener 5b, 6b, offer a plurality of holes 7 with dispersity ...
Damping device 8 as shown in Figure 1, is configured in up and down between the rigid body 5,6 in this vibration damper plate 1.That is to say, with last rigid body 5 as side of carrying out relative displacement action and the side in the opposite side, on the side surface part of the installation portion 13 that is arranged at the bottom of rigid body 5 on this, utilize a plurality of bolts 14 ... the base end part of the 1st flat plate 10 of a slice is installed with tightening state, and, to descend rigid body 6 as opposite side, on the side surface part of the same side of the installation portion 15 of the upper end that is arranged at this time rigid body 6, utilize a plurality of bolts 16 that the 2nd plate 11 of two identical Z-shaped bendings is installed with tightening state, 11, the board 11a of its base end side, 11a becomes coincidence status, the 2nd plate 11,11 are configured to from sandwich the 1st plate 10.Each installation portion 13,15 of rigid body 5,6 has the 13a of horizontal base plate portion, 15a that links support arm and vertical plate part 13b, the 15b that engages with plate 10,11,11 integratedly up and down.
And, between the 1st plate 10 and one the 2nd plate 11, and between the 1st plate 10 and another the 2nd plate 11, clamp viscoelastic body 9,9 respectively, as shown in Figure 3, if since because of the relative storey displacement of the building of generation such as earthquake make up and down rigid body 5,6 to the left and right horizontal direction carry out relative displacement and move, then the 1st plate 10 and the 2nd plate 11,11 to the left and right horizontal direction carry out relative displacement action, two viscoelastic bodies 9 produce shear strain and with energy absorption, make this relative displacement action decay.
In above-mentioned damping device 8, because a pair of the 2nd plate 11,11 is made of Z-shaped twisted plate respectively, be installed in down the board 11a of the base end side on the installation portion 15 of rigid body 6, the state that 11a becomes coincidence, therefore need not backing plate, the component parts number is reduced, and, can be with the installation portion of a pair of the 2nd plate 11,11 with respect to following rigid body 6, promptly bolt 16 ... the protrusion of fore-and-aft direction suppress lessly.
And, in the present embodiment, because a pair of the 2nd plate 11,11 is made of mutually the same Z-shaped twisted plate, therefore as a pair of the 2nd plate 11,11, can use with a kind of parts, thereby the species number of component parts is reduced, in addition, can also reduce degree of crook, thereby can realize that cost reduces.
In addition, though not shown, in above-mentioned the 1st embodiment, also can adopt following structure, that is, in a pair of the 2nd plate 11,11 one is made of Z-shaped twisted plate, and another is made of flat board.
The damping device 8 of Fig. 5 and the 2nd embodiment shown in Figure 6, the base end side of its a pair of the 2nd plate 11,11 is made of board 11a alternately arranged side by side on width and notch 11b respectively, the base end side of the base end side of one the 2nd plate 11 and another the 2nd plate 11, by board 11a ... with notch 11b ... chimeric and be combined as the two sides and be positioned at conplane state, utilize bolt 16 thereby become ... be installed in down the structure on the installation portion 15 of rigid body 6 with tightening state.
In addition, the base end side board 10a of the 1st plate 10 has identical gauge with base end side board 11a, the 11a of two the 2nd plates 11,11, the base end side board 10a of the 1st plate 10 is installed on the vertical plate part 13b of installation portion 13 of rigid body 5, and the base end side board 11a of two the 2nd plates 11,11 is installed in down on the side surface part of same side of vertical plate part 15b of installation portion 15 of rigid body 6.
In this damping device 8, component count is reduced, and, because the base end side of one the 2nd plate 11 and the base end side of another the 2nd plate 11, by board 11a ... with notch 11b ... chimeric and be combined as the two sides and be positioned at conplane state, be installed in down on the installation portion 15 of rigid body 6, therefore, can make the installation portion of a pair of the 2nd plate with respect to following rigid body 6, promptly bolt 16 ... the protrusion of fore-and-aft direction further reduce.
And, in the present embodiment, because base end side board 10a and two the 2nd plates 11 of the 1st plate 10,11 base end side board 11a, 11a has identical gauge, the base end side board 10a of the 1st plate 10 is installed on the vertical plate part 13b of installation portion 13 of rigid body 5, and two the 2nd plates 11,11 base end side board 11a is installed in down on the side surface part of same side of vertical plate part 15b of installation portion 15 of rigid body 6, therefore can the vertical plate part 13b of the installation portion 13 of rigid body 5 will be gone up, eliminate with the skew of the vertical plate part 15b of the installation portion 15 of following rigid body 6, can realize rigid body 5 up and down, 6 installation portion 13, the generalization of 15 usefulness parts, and also can use the bolt 14 of equal length up and down ... 16 ...
The damping device 8 of the 3rd embodiment shown in Figure 7, be in the damping device of the 2nd embodiment, make a pair of the 2nd plate 11,11 base end side board 11a ... 11a ... form necking down, with this necking part 17 as buffer part, can utilize the 2nd plate 11,11 base end side is by board 11a arranged side by side on width ... with notch 11b ... constitute this point, make the necking part 17 that can be used as buffer part and work ... easily form, and, can be by viscoelastic body 9,9 and necking part 17 ... carry out the absorption of various forms of mixed tensors, for example, when small earthquakes, viscoelastic body 9 is decayed, when violent earthquake, necking part 17 is decayed.Utilize this hybrid damping, can also prevent the temperature dependency owing to the viscoelastic body attenuating material, the generation of excessive resistance that frequency dependence causes.
More than show embodiment of the present utility model, but the utility model is not limited to this, in the scope that does not break away from the utility model thought, can carries out various changes.For example, in the above-described embodiment, show damping device 8 is used for the situation of building with the vibration damper plate of particular configuration, but damping device of the present utility model can be used as the damping device that is used to constitute various vibration control structures and uses widely, for the shape of the part that constitutes damping device, parts etc. and form, material etc. and unrestricted.

Claims (2)

1 A damping device, relative displacement during operation side of the one side and the other side, fastened state to install one first end side of the base plate, and at the other side to bear solid state install a pair of second base end side of the plate member, the pair of second plate member sandwiched from both sides, said first plate member, the first plate member and a second plate member, and the second 1 the plate member and the other between the second plate member, respectively, the viscoelastic material sandwiched by said viscoelastic shear deformation, so that said and the other side of the attenuation of the relative displacement movement, characterized in that,
The base end side of aforementioned a pair of the 2nd plate is made of board arranged side by side on width and notch respectively, the base end side of the base end side of one the 2nd plate and another the 2nd plate, the chimeric two sides that is combined as by board and notch is positioned at conplane state, be installed in aforementioned opposite side, and
The base end side board of aforementioned a pair of the 2nd plate forms necking down, with this necking part as buffer part.
2. damping device according to claim 1 is characterized in that,
The base end side board of the 1st plate has identical gauge with the base end side board of Ge Di 2 plates, the base end side board of the 1st plate is installed on the side surface part of installation portion of an aforementioned side, and the base end side board of two the 2nd plates is installed on the side surface part of same side of installation portion of aforementioned opposite side.
CN 201220419833 2012-08-22 2012-08-22 Damping device Expired - Fee Related CN203080720U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220419833 CN203080720U (en) 2012-08-22 2012-08-22 Damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220419833 CN203080720U (en) 2012-08-22 2012-08-22 Damping device

Publications (1)

Publication Number Publication Date
CN203080720U true CN203080720U (en) 2013-07-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220419833 Expired - Fee Related CN203080720U (en) 2012-08-22 2012-08-22 Damping device

Country Status (1)

Country Link
CN (1) CN203080720U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110088414A (en) * 2016-10-18 2019-08-02 日立汽车系统株式会社 Damping device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110088414A (en) * 2016-10-18 2019-08-02 日立汽车系统株式会社 Damping device
CN110088414B (en) * 2016-10-18 2021-08-27 日立安斯泰莫株式会社 Shock-absorbing device

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130724

Termination date: 20210822

CF01 Termination of patent right due to non-payment of annual fee