TWI798086B - Energy Dissipating Devices and Seismic Structures - Google Patents

Abstract

An energy dissipation device, comprising a connecting unit and a plurality of energy dissipating units, has two connecting pieces abutting against each other, and a plurality of fixing groups, wherein one connecting piece can be subjected to a force along a vibration direction and is relatively opposite to the other. The connectors are displaced, with one bolt per fixed group. The energy dissipating units are used to absorb the acting force and are arranged at intervals along the vibration direction. Each energy-dissipating unit has at least one flexible energy-dissipating plate, and a pivotable eccentric circular plate correspondingly disposed on one of the connecting parts and having an eccentrically disposed shaft hole. Each bolt is passed through a respective energy dissipation plate, the shaft hole of the corresponding eccentric circular plate and one of the connecting pieces, so that the energy dissipation plate is fixed on the one of the connecting pieces, so that the energy dissipation plate is bent and deformed to Absorb the acting force along the vibration direction, and make the eccentric circular plate rotate to absorb the axial tension of the energy dissipation plate. Thereby, each energy-dissipating plate can absorb earthquake energy, so as to achieve the effect of increasing the anti-seismic effect.

Description

Energy Dissipating Devices and Seismic Structures

The invention relates to a house, in particular to an energy dissipation device and a house with an anti-seismic structure.

In recent years, there have been frequent earthquakes in Taiwan, and the collapse of buildings caused by earthquakes has caused loss of life and property. Therefore, how to build earthquake-resistant or earthquake-resistant buildings is an important issue.

Existing earthquake-resistant buildings, such as earthquake-resistant houses, are mostly simplified as ductile beam-column structures when performing seismic-resistant structural design. The steel at the beam end is used to produce plastic deformation to prolong the vibration period of the structure and dissipate earthquake energy to reduce the earthquake force. In practice, there are often reinforced concrete exterior walls, partition walls, and stair walls between beam-column frames, and the beam sections of reinforced concrete (steel frame or steel frame reinforced concrete) are composite sections combined with floor slabs, which will hinder The operation of the beam end energy dissipation mechanism will cause structural damage when the resonance effect is more obvious due to strong earthquakes, especially the lower floors with relatively high floor heights and relatively few reinforced concrete walls, which are obviously weak floors, but bear Larger seismic forces and vertical loads will cause stress concentration damage to lower floors when an earthquake strikes, even if the structure of the upper floors is completely intact. Integral, but would cause the entire building to be damaged due to the destruction of the lower floors.

Therefore, one of the objectives of the present invention is to provide an energy dissipation device that can increase the anti-seismic effect.

Therefore, in some embodiments, the energy dissipating device of the present invention includes a connecting unit and several energy dissipating units

The connecting unit has two connecting parts abutting against each other, and a plurality of fixing groups, wherein one connecting part can be displaced relative to the other connecting part by a force along a vibration direction, and each fixing group has a bolt.

The energy dissipating units are used to absorb the acting force along the vibration direction, and are arranged at intervals along the vibration direction. Each energy-dissipating unit has at least one flexible energy-dissipating plate, and a pivotable eccentric circular plate correspondingly disposed on one of the connecting parts and having an eccentrically disposed shaft hole. Each energy-dissipating plate has end portions on two opposite sides, and a central portion connecting the end portions. Each bolt is passed through the respective energy dissipation plate, the shaft hole of the corresponding eccentric circular plate and the one of the connecting pieces, so that the energy dissipation plate is fixed on the one of the connecting pieces, so that the energy dissipation plate corresponding to the The end of the eccentric circular plate can be displaced relative to the central part when one of the connecting parts is displaced, so that the energy dissipation plate can be bent and deformed to absorb the acting force along the vibration direction, and the eccentric circular plate can be rotated to Absorb the axial tension of the energy dissipation plate.

In some embodiments, it also includes a force transmission unit disposed between the energy dissipation unit and the main structure, and the force transmission unit includes a force transmission plate for fixing the energy dissipation plates.

Therefore, another object of the present invention is to provide an anti-seismic structure that can increase the anti-seismic effect.

Therefore, in some embodiments, the anti-seismic structure of the present invention includes: a main structure, and the aforementioned energy dissipation device.

The main structure includes a seismic isolation unit, and at least one non-seismic isolation unit, the seismic isolation unit has a first connecting beam, and a first connecting wall connected to the first connecting beam, and each non-seismic isolation unit has a The second connecting beam, and a second connecting wall connecting the second connecting beam and supporting the second connecting beam.

The energy dissipation device is installed on the main structure.

In some implementation aspects, each vibration isolation unit further has a plurality of vibration isolation columns extending along the vertical direction, and each vibration isolation column is separated from the first connecting wall.

In some implementation aspects, each seismic isolation unit is a reinforced concrete structure, a steel frame structure or a steel frame reinforced concrete structure.

In some implementation aspects, each seismic isolation column is a reinforced concrete column, a steel frame or a steel reinforced concrete column.

In some embodiments, the main structure includes two seismic isolation units, the energy dissipation device is installed on the first connecting beam of the seismic isolation unit located above, and the The first connection between the walls.

In some implementation aspects, wherein, the main structure includes a shock-isolation unit and a non-seismic isolation unit, and the energy dissipation device is installed on the first connection wall of the shock-isolation unit and the second wall of the second shock-isolation unit. Between two connecting beams.

In some embodiments, each connection unit also has a plurality of anchorage steel bars fixed and embedded in the corresponding seismic isolation unit or the non-seismic isolation unit for fixing to the connector, and each energy dissipation unit There are two energy-dissipating plates arranged in pairs on both sides of the connecting pieces, each fixing group also has two nuts, the bolts are passed through the paired two energy-dissipating plates and the corresponding connecting pieces, and The bolts are fixed to the corresponding energy-dissipating plates through the nuts, so that the energy-dissipating plates are connected to the corresponding connecting pieces.

Therefore, another object of the present invention is to provide an anti-seismic structure that can increase the anti-seismic effect.

Therefore, in some embodiments, the anti-seismic structure of the present invention includes a main structure and the aforementioned energy dissipation device.

The main structure includes at least one earthquake-isolation unit and at least one non-seismic isolation unit arranged in sequence from bottom to top, and an energy-dissipating diagonal brace, each earthquake-isolation unit has a first floor, and connects the first floor A plurality of isolation columns, each isolation unit has a first connecting beam, each non-isolation unit has a second connecting beam, and the energy-dissipating diagonal braces connect adjacent isolation units along the horizontal direction An angle extends in an oblique direction.

The energy dissipation device is installed on the main structure and connected with the energy dissipation brace.

The present invention has at least the following effects: by setting the eccentric circular plate of the energy dissipation device, the end of the energy dissipation plate corresponding to the eccentric circular plate can be displaced relative to the central part when one of the connecting parts is displaced. The energy dissipation plate can be bent and deformed to absorb the force along the vibration direction, and the eccentric circular plate can be rotated to absorb the axial tension of the energy dissipation plate, so as to increase the anti-seismic effect.

1: main structure

11: Isolation unit

110: Installation space

111: The first floor

112: The first connecting beam

113: The first connecting wall

114: Isolation column

12: Non-isolation unit

121: Second connecting beam

122: Second connecting wall

123: support column

13: energy dissipation diagonal brace

14: General diagonal braces

2: energy dissipation device

3: Connection unit

31: connector

32: Anchor steel bar

33: Fixed group

331: Bolt

332: Nut

4: Energy dissipation unit

41: Energy dissipation board

411: end

412: central part

42: Eccentric circular plate

421: shaft hole

5: Force transmission unit

51: force transmission plate

52:Joint plate

6: Styrofoam

7: wet newspaper

8: Plastic wrap

X1: left and right directions

X2: Front and rear directions

X3: up and down direction

L: tilt direction

Other features and effects of the present invention will be clearly presented in the implementation manner with reference to the drawings, wherein: Fig. 1 is a schematic front view of a first embodiment of the earthquake-resistant structure house of the present invention; Fig. 2 is the first embodiment A schematic front view of an energy dissipating device in an embodiment; FIG. 3 is an enlarged front view of an incomplete part of the energy dissipating device; FIGS. 4 to 6 are incomplete cross-sectional schematic views of one of the first embodiments, Illustrate the installation process of the first embodiment; Fig. 7 ~ Fig. 8 are front view schematic diagrams, explain the different changes of the installation of the first embodiment; Fig. 9 is a second embodiment of the seismic structure house of the present invention Front schematic view; Figure 10 is an incomplete enlarged view of the second embodiment; Figure 11 is an incomplete cross-sectional schematic view of one of the second embodiment; and Figures 12 to 14 are front schematic views illustrating the second The difference between the implementation of the embodiment changed form.

Before the present invention is described in detail, it should be noted that in the following description, similar elements are denoted by the same numerals.

Referring to Fig. 1 and Fig. 2, a first embodiment of the earthquake-resistant structural house of the present invention includes a main structure 1 and two energy dissipation devices 2.

Before describing this embodiment in detail, define a left-right direction X1 , a front-back direction X2 , and a vertical direction X3 that are perpendicular to each other.

Referring to Fig. 1, Fig. 2, Fig. 4 and Fig. 5, the main structure 1 includes two seismic isolation units 11 arranged along the vertical direction X3 and adjacent to each other, and a plurality of non-seismic isolation units connecting the seismic isolation units 11 12. Each seismic isolation unit 11 has a first floor 111, a first connecting beam 112 supporting the first floor 111, and a first connecting beam 112 connecting the first floor 111 opposite to the side of the first connecting beam 112. Connect the wall 113 . Each non-seismic isolation unit 12 has a second connecting beam 121 and a second connecting wall 122 connected to the second connecting beam 121 .

In this embodiment, the seismic isolation units 11 are respectively located on the first floor and the second floor, and the non-seismic isolation units 12 are located on floors above the third floor. The floor position when standing or walking on the first floor 111 or the second connecting beam 121 is used as a reference for calculation.

One of the energy dissipation devices 2 is installed in the first connection of the seismic isolation unit 11 on the second floor. Between the connecting beam 112 and the first connecting wall 113 of the seismic isolation unit 11 on the first floor, another energy dissipation device 2 is installed between the second connecting beam 121 of the non-seismic isolation unit 12 on the third floor and the second connecting wall 121 on the second floor. between the first connecting walls 113 of the seismic unit 11.

Referring to Figures 4 to 6, only one of the energy dissipation devices 2 located between the seismic isolation units 11 is shown, but ordinary knowledgeable persons can understand that the upper seismic isolation unit 11 in Figures 4 to 6 can be replaced When it is the non-seismic isolation unit 12, the relative position of another energy dissipation device 2, the non-seismic isolation unit 12 and the corresponding seismic isolation unit 11 can be understood. The energy dissipation between the seismic isolation units 11 will be described below Device 2 is described.

Referring to Fig. 2 and Fig. 5, each energy dissipating device 2 comprises a connection unit 3 respectively connected between the seismic isolation unit 11 on the first floor and the seismic isolation unit 11 on the second floor, and a plurality of connection units connected to the connection unit 3 of the energy dissipation unit 4 . The connecting unit 3 has two connecting pieces 31 respectively connecting the adjacent seismic isolation units 11, and a plurality of anchors fixed and embedded in the first connecting beam 112 or the first connecting wall 113 and the corresponding connecting pieces 31 Rebar 32. The connecting pieces 31 are abutted against each other along the up-down direction X3. Specifically, each connecting piece 31 is T-shaped steel.

Referring to FIG. 2 and FIG. 6 , the energy dissipating units 4 are used to absorb the force along the left-right direction X1 and are arranged at intervals along the left-right direction X1 . Each energy-dissipating unit 4 has two flexible energy-dissipating plates 41 extending along the up-and-down direction X3, and several end portions 411 of the energy-dissipating plates 41 and the connecting piece 31 close to the upper side And a pivotable eccentric circular plate 42 . Each energy dissipating plate 41 has an end 411 located on opposite sides of the upper and lower sides, and a central portion 412 connecting the end portions 411 . The end portions 411 are respectively connected to the connecting pieces 31 and can move relative to the corresponding connecting piece 31. When the connecting pieces 31 are subjected to a force along the left-right direction X1 and move relative to each other along the left-right direction X1, The end 411 of each energy dissipation plate 41 connected to the connectors 31 can be displaced with the corresponding connectors 31, so that the energy dissipation plate 41 absorbs the force along the left-right direction X1 and bends and deforms, and the eccentric The circular plate 42 can rotate as the upper end 411 of the corresponding energy dissipation plate 41 moves, thereby absorbing the axial tension of the energy dissipation plate 41 .

Therefore, when an earthquake occurs, the main structure 1 causes the connecting pieces 31 of each energy dissipation device 2 to produce relative displacements, so that the upper and lower ends 411 of each energy dissipation plate 41 are bent and deformed relative to the central portion 412 , to absorb the force.

Referring to Fig. 2 and Fig. 3, specifically, the eccentric circular plate 42 has an eccentrically arranged shaft hole 421, when the upper end portion 411 of the energy dissipation plate 41 is displaced to the right relative to the central portion 412 as shown in the figure , the shaft hole 421 of the eccentric circular plate 42 will rotate clockwise. Similarly, when the upper end 411 of the energy dissipation plate 41 is displaced to the right relative to the central portion 412 as shown in the figure, the eccentric circular plate 42 The shaft hole 421 of the shaft will rotate clockwise, so as to provide a margin for the deformation of the energy dissipation plate 41 . In this embodiment, each eccentric circular plate 42 is embedded in the corresponding connecting piece 31 .

It is added that referring to Fig. 6, the two energy dissipating plates 41 of each energy dissipating unit 4 are arranged in pairs on the front and rear sides of the connecting pieces 31, and each connecting unit 3 also has a A plurality of fixed groups 33 of these energy dissipation plates 41, each fixed group 33 has A bolt 331, and two nuts 332, the bolt 331 passes through the pair of two energy-dissipating plates 41 and the corresponding connecting piece 31 along the front-rear direction X2, and the bolt 331 is fixed through the nuts 332 The corresponding energy dissipating plates 41 are used to connect the energy dissipating plates 41 to the connecting pieces 31 . Furthermore, each fixing group 33 is also installed on the central portion 412 of each pair of energy dissipation plates 41, the corresponding eccentric circular plate 42 and the corresponding connecting piece 31, so that the central portion 412 of each energy dissipation plate 41 is fixed on the connector 31. It is added that each connecting piece 31 and each energy dissipation plate 41 is pre-formed with a corresponding hole for the bolt 331 to pass through.

Referring to Fig. 1, Fig. 2 and Fig. 6, in general, the first connecting wall 113 of the seismic isolation unit 11 located on the first floor and the first connecting beam 112 of the seismic isolation unit 11 located on the second floor pass through the corresponding The first connecting wall 113 of the seismic isolation unit 11 on the second floor is connected to the second connecting beam 121 of the non-seismic isolation unit 12 on the third floor through the corresponding energy dissipation device 2 . Preferably, each of the seismic isolation units 11 (ie, the first floor and the second floor) also has a plurality of seismic isolation columns 114 extending along the up-down direction X3, and the seismic isolation columns 114 and the first connecting wall 113 are connected to each other. separate. In other words, in this embodiment, the first floor to the second floor are used as seismic isolation floors, and corresponding energy dissipation devices 2 are provided in the first connecting wall 113 of the seismic isolation unit 11 located on the first floor and the second floor to connect Corresponding to the first connecting beam 112 of the seismic isolation unit 11 on the second floor and the second connecting beam 121 of the non-seismic isolation unit 12 on the third floor. Preferably, the second connection wall 122 of each non-seismic isolation unit 12 is an RC shear wall, so as to reduce the cross-sectional size of the second connection beam 121 or support column 123 in these non-seismic isolation units 12, and Increase the living space in actual use. In addition, the first connecting wall of each seismic isolation unit 11 113 may also have an installation space 110 (see FIG. 4 ) formed at the upper end, so as to provide sufficient installation space for the energy dissipation plates 41 .

It is supplemented that, since the isolation columns 114 are separated from the first connecting wall 113, the isolation columns 114 can generate an appropriate amount of relative floor displacement, and can provide sufficient deformation space for the energy dissipation device 2, reducing the risk of earthquakes. damage caused. In addition, the energy dissipating devices 2 can also bear the earthquake force together with the seismic isolation columns 114, so that the seismic isolation columns 114 can maintain elastic deformation, avoid ductile failure, and maintain the safety and stability of the structure. In addition, the concrete walls of the middle and high floors are cast in one piece with the beams and columns without isolation, so as to have higher strength and stiffness than the lower floors.

It is worth noting that, in other variations of this embodiment, the seismic isolation units 11 can also be other adjacent two-story buildings (for example: the first floor and the first floor underground; the second floor and the third floor), in addition , these non-seismic isolation units 12 can also be set on the upper and lower of these seismic isolation units, that is, the first floor underground and the first floor above ground are non-seismic isolation units, the second floor and third floor above ground are seismic isolation units, and the fourth floor above ground and the first floor above ground are seismic isolation units. The fifth floor is a non-seismic isolation unit.

Referring to Figures 4 to 6, during construction, the installation space 110 prior to the first connecting wall 113 is pre-filled with Styrofoam 6 and wet newspaper 7, and the energy dissipation device 2 is installed, wherein the energy dissipation device 2. The anchoring steel bars 32 corresponding to the first connecting wall 113 are connected with the steel bars (not shown) in the first connecting wall 113 by spot welding, and after the connection, concrete or other building materials are filled in, so as to make The anchor bars 32 corresponding to the first connecting wall 113 are embedded in the first connecting wall 113 . In addition, also use plastic wrap 8 to cover this connection Connecting unit 3 and these energy dissipating units 4, then build the second connecting beam 121, and make the anchorage steel bars 32 corresponding to the second connecting beam 121 be embedded in the second connecting beam 121, then remove the plastic wrap 8 Then it's done.

It is added that, referring to Fig. 7 and Fig. 8, the energy dissipating device of this embodiment can also be arranged between the first connecting beams 112 of two adjacent floors. Energy dissipating devices 2, and these energy dissipating devices 2 are used to absorb the acting force along the up-down direction X3.

Referring to Fig. 9 to Fig. 14, a second embodiment of the earthquake-resistant structure house of the present invention also includes the main structure 1 and the energy dissipation device 2, the difference from the first embodiment is that the main structure 1 also includes four There are eight energy-dissipating braces 13 and eight energy-dissipating devices 2, and the number of eccentric circular plates 42 contained in each energy-dissipating device 2 is different from that of the first embodiment.

Referring to Figures 9 to 11, the main structure 1 also has two seismic isolation units 11 located on the first floor and the second floor, a plurality of non-isolation units 12 located on the third floor and above, and the isolation units are arranged The energy-dissipating diagonal braces 13 of 11 and the general diagonal braces 14 arranged on the non-seismic isolation units 12 .

Each seismic isolation unit 11 has a first floor 111 and a plurality of seismic isolation columns 114 connected to the first floor 111 .

Each non-seismic isolation unit 12 has a second connecting beam 121 and a plurality of support columns 123 connected to the upper side of the second connecting beam 121 .

Wherein two energy-dissipating diagonal braces 13 are arranged between the first floor 111 of the seismic isolation unit 11 located on the second floor and the first floor 111 of the seismic-isolation unit 11 located on the first floor, and the other two energy-dissipating diagonal braces 13 are installed on Between the second connecting beam 121 of the non-seismic isolation unit 12 on the third floor and the first floor 111 of the seismic isolation unit 11 on the second floor. The extending direction of each energy-dissipating diagonal brace 13 forms an angle with the up-down direction X3. In this embodiment, the two energy-dissipating diagonal braces 13 on the same floor are arranged in an inverted V shape, and each The lower side of the energy-dissipating brace 13 is adjacent to the junction of the corresponding first floor 111 and the shock-isolation column 114. In other variations of this embodiment, the two energy-dissipating braces 13 on the same floor can also be Arranged in a V shape (as shown in Figure 12).

Every two energy dissipating devices 2 are respectively connected to both ends of each energy dissipating diagonal brace 13. Since the components and structures of each energy dissipating device 2 are the same, for the convenience of description, the seismic isolation unit located on the second floor will be used below 11 and one of the energy dissipation devices 2 between the seismic isolation units 11 on the first floor are described, and the energy dissipation brace 13 connected to the energy dissipation device 2 extends along an inclined direction L.

Referring to FIG. 10 and FIG. 11 , the energy dissipation device 2 has the connection unit 3 , the energy dissipation units 4 , and a force transmission unit 5 . The connecting unit 3 is fixed on the energy-dissipating brace 13 and arranged along a direction perpendicular to the inclination direction L. As shown in FIG. The energy dissipation plates 41 of each energy dissipation unit 4 are arranged at intervals along the inclination direction L and are flexible. The ends 411 of each energy dissipation board 41 are respectively connected to the connecting pieces 31 . The force transmission unit 5 is connected to the energy-dissipating diagonal brace 13, and has two parts respectively connected to the upper and lower sides of the energy-dissipating diagonal brace 13 and along the inclined direction. A force transmission plate 51 extending toward L, and two connecting plates 52 for respectively connecting the force transmission plates 51 with the corresponding vibration-isolation unit 11 or the non-vibration-isolation unit 12 . One of the connecting plate 52 between the first floor 111 of the seismic isolation unit 11 and the seismic isolation column 114 is connected to the energy dissipation device 2 with the connected force transmission plate 51, and the connecting plate 52 is used for the The energy dissipation unit 4 is fixedly connected. In addition, in this embodiment, the force transmission plates 51 are embedded in the joint plate 52 .

It is supplemented that, in this embodiment, each energy dissipation plate 41 is provided with two eccentric circular plates 42 .

Therefore, when an earthquake occurs, the force acting on the main structure 1 along the inclined direction L can be transmitted to the energy dissipation units 4 through the joint plate 52 and the force transmission plate 51, so that the energy dissipation units 4 Absorb the force along the inclined direction L. Specifically, the force makes the force transmission plate 51 move to the left in the drawing, and the central part 412 of each energy dissipation plate 41 moves to the left, so as to connect The member 31 and the force transmission unit 5 produce a relative displacement. Specifically, since the central part 412 of each energy dissipation plate 41 of each energy dissipation unit 4 is fixed on the force transmission plate 51 and moves with the force transmission plate 51, The end portions 411 connected to the connectors 31 are then fixed to the connectors 31, whereby the upper and lower ends 411 of each energy dissipation plate 41 can be bent and deformed relative to the central portion 412 to absorb the force.

Referring to Fig. 12 and Fig. 13, the anti-seismic house of the structure of the present invention can also combine the energy dissipating devices 2 of the first embodiment and the second embodiment, that is, the seismic isolation unit 11 on the same floor can be installed with multiple and different dissipating devices. Energy device 2, to increase the anti-seismic effect.

Referring to Figure 14, it is supplemented that, in this embodiment, the energy dissipation devices The arrangement 2 can also be arranged in the manner shown in Figure 14, that is, only one energy-dissipating brace 13 and one energy-dissipating device 2 can be arranged on each floor.

It is supplemented that the energy dissipation device 2 of the earthquake-resistant structure house of the present invention, in addition to being applied to new buildings, can also be used to reinforce reinforced concrete structures, steel reinforced concrete structures, steel and reinforced concrete reinforced brick buildings. , as long as the walls of the lower floors are separated from the beams and columns, and the energy dissipation device 2 is installed, the applicability is good. At this time, the strength and stiffness of the middle and high floors are still insufficient, and walls or general diagonal braces 14 can also be added on the middle and high floors.

To sum up, the seismic structure house of the present invention, through the two energy dissipation devices 2 arranged between the continuous seismic isolation units 11 and the corresponding non-seismic isolation units 12, makes each energy dissipation device 2 An energy-dissipating plate 41 can bend and deform to absorb seismic energy, so the purpose of the present invention can indeed be achieved.

But what is described above is only an embodiment of the present invention, and should not limit the scope of the present invention. All simple equivalent changes and modifications made according to the patent scope of the present invention and the content of the patent specification are still within the scope of the present invention. Within the scope covered by the patent of the present invention.

1: main structure

11: Isolation unit

111: The first floor

113: The first connecting wall

114: Isolation column

12: Non-isolation unit

121: Second connecting beam

122: Second connecting wall

123: support column

2: energy dissipation device

3: Connection unit

X1: left and right directions

X3: up and down direction

Claims (10)

An energy-dissipating device, comprising: a connecting unit with two connecting pieces abutting against each other, and a plurality of fixing groups, wherein one connecting piece can be displaced relative to the other connecting piece by a force along a vibration direction, each A fixed group has a bolt; and several energy-dissipating units are used to absorb the force along the vibration direction, and are arranged at intervals along the vibration direction, each energy-dissipating unit has at least one flexible energy-dissipating plate, and a Correspondingly arranged on one of the connecting parts and having an eccentrically arranged shaft hole and pivotable eccentric circular plate, each energy dissipating plate has ends on two opposite sides, and a central portion connecting the ends, Each bolt is passed through the respective energy dissipation plate, the shaft hole of the corresponding eccentric circular plate and the one of the connecting pieces, so that the energy dissipation plate is fixed on the one of the connecting pieces, so that the energy dissipation plate corresponding to the The end of the eccentric circular plate can be displaced relative to the central part when one of the connecting parts is displaced, so that the energy dissipation plate can be bent and deformed to absorb the acting force along the vibration direction, and the eccentric circular plate can be rotated to Absorb the axial tension of the energy dissipation plate. The energy dissipation device as described in Claim 1 further includes a force transmission unit arranged between the energy dissipation unit and a main structure, and the force transmission unit includes a force transmission plate for fixing the energy dissipation plates. An earthquake-resistant structure house, comprising: a main structure, including at least one seismic isolation unit, and at least one non-seismic isolation unit, each seismic isolation unit has a first connecting beam, and a first connecting beam connected to the first Connecting walls, each non-isolated unit has A second connecting beam, and a second connecting wall connecting the second connecting beam and supporting the second connecting beam; and an energy dissipation device as described in claim 1 installed on the main structure. As described in claim 3, each seismic isolation unit further has a plurality of isolation columns extending along a vertical direction, and each isolation column is separated from the first connecting wall. The earthquake-resistant structure house according to claim 3, wherein each seismic isolation unit is a reinforced concrete structure, a steel frame structure or a steel frame reinforced concrete structure. The earthquake-resistant structure house as claimed in item 3, wherein each seismic isolation column is a reinforced concrete column, a steel frame or a steel-framed reinforced concrete column. As described in Claim 4, the earthquake-resistant structure house, wherein the main structure includes two seismic isolation units, and the energy dissipation device is installed between the first connecting beam of the upper seismic isolation unit and the first connecting wall located below. As described in Claim 4, the earthquake-resistant structure house, wherein, the main structure includes a seismic-isolation unit and a non-seismic-isolation unit, and the energy dissipation device is installed between the first connecting wall of the seismic-isolation unit and the non-seismic-isolation unit between the second connecting beams. As described in claim 4, each connection unit also has a plurality of anchorage steel bars fixed and embedded in the corresponding seismic isolation unit or the non-seismic isolation unit and used to fix the connector, each The energy dissipation unit has two energy dissipation plates arranged in pairs on both sides of the connectors, each fixing group also has two nuts, and the bolts are passed through the pair of two energy dissipation plates and the corresponding connection Components, and fix the bolts to the corresponding energy-dissipating plates through the nuts, so that the energy-dissipating plates are connected to the corresponding connecting pieces. An earthquake-resistant structure house, comprising: A main structure, including at least one earthquake-isolation unit and at least one non-seismic-isolation unit arranged in sequence from bottom to top, and an energy-dissipating diagonal brace, each earthquake-isolation unit has a first floor, and connects the first For a plurality of seismic isolation columns on the floor, each seismic isolation unit has a first connecting beam, and each non-seismic isolation unit has a second connecting beam, and the energy-dissipating diagonal braces connect adjacent seismic isolation units along the horizontal direction. An inclined direction extending at an angle; and an energy dissipation device as described in claim 2, installed on the main structure and connected to the energy dissipation brace.

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