TWI540242B - Protective devices and isolation systems - Google Patents

Description

Guard and isolation system

The invention relates to a protective device and a vibration isolation system, in particular to a protection device and a vibration isolation system for mitigating damage of a building caused by an earthquake.

When an earthquake occurs, the seismic energy of the earthquake will be transmitted to the building. If the energy exceeds the structural design of the building and can withstand the damage, causing damage to the building during the earthquake, it is urgent to develop seismic facilities that make life and property safer, such as isolation. The setting of the support can produce the effect of energy dissipation. However, if the energy of the earthquake exceeds the design value of the isolation support, the building will be permanently damaged and will not be able to achieve the desired effect of the earthquake-damping facility.

Accordingly, it is an object of the present invention to provide a guard and an isolation system that can achieve the desired effect of a seismogenic installation.

Therefore, the protective device of the present invention is suitable for being mounted on a structure, the structure comprising a main body and an upper floor above the main body, the main body is spaced apart from the upper floor and jointly defining a protective device The accommodating space of the installation, the main body includes a plurality of spaced-apart fixing portions, and the protection device comprises: a guard column group protruding downward from a lower surface of the upper floor slab And an energy dissipating mechanism surrounding the guard column group, and including a plurality of damping units respectively disposed at the fixing portions, and a plurality of sliding units, each of which is slidably coupled to the adjacent two a damping unit, the sliding units are circumferentially spaced apart from each other and define a moving space for moving the guard column group; the guard column group is displaced by a horizontal external force to the energy dissipating mechanism, and the horizontal external force can be Dividing into a horizontal first direction component, and a horizontal second direction component, so that the corresponding damping unit displacement consumes the horizontal first direction component, and the corresponding sliding unit slip consumes the horizontal second direction force.

Preferably, each of the fixing portions has a wall body and a plate body connected to the wall body, wherein each of the damping units has a base disposed on the plate body, a force transmitting member disposed on the base body, and a setting a spring group between the force transmitting member and the wall, and a damper disposed between the force transmitting member and the wall, the spring group and the damper being spaced apart from each other.

Preferably, each of the fixing portions has a wall body and a plate body connected to the wall body, wherein each of the damping units has a base disposed on the plate body, a force transmitting member disposed on the base body, and a reverse a spring plate disposed on the wall member, a spring group disposed between the force transmitting member and the back plate, and a damper disposed between the force transmitting member and the back plate, the spring The group is between the dampers.

Preferably, each of the sliding units has a bundle frame, and each of the damping units further has a lower wear piece disposed above the base, and a The upper wear-resistant member is disposed under the force-transmitting member and corresponding to the frame, and the lower wear-resistant member is displaceably disposed under the upper wear-resistant member.

Preferably, the corresponding damper unit is displaced by the horizontal first direction component of the guard column group, and the damper and the spring group of the damper unit are compressed to displace the force transmitting member and the beam frame. And the upper wear part is displaced relative to the lower wear piece.

Preferably, each of the sliding units has a bundle frame, each of the bundle frames has a first end portion, and a second end portion opposite to the first end portion, each of the sliding units further has a frame a guide block set at the first end of the frame and displaceably disposed on the corresponding force transmitting member, and a second end disposed on the frame and slidably disposed on the corresponding frame The slip module of the force piece.

Preferably, each of the force transmitting members has a longitudinally extending sliding slot, and each of the sliding modules has an engaging plate, a through hole formed in the engaging plate and corresponding to the position of the sliding slot, and a through hole a locking bolt of the sliding slot and the through hole, and a set of nuts disposed on the locking bolt.

Preferably, each of the force transmitting members further has a first wear plate disposed adjacent to the side plate of the guide block group, each of the guide block groups having a guide block and a second resistance set on the guide block The grinding pieces, each of the second wear plates are respectively displaceably disposed on each of the first wear plates.

Preferably, each of the force transmitting members further has a first wear plate disposed adjacent to the side plate of the sliding module, and each of the sliding modules further has a third resistance set on the joint plate. The grinding discs, each of the third wear sheets are respectively displaceably disposed on each of the first wear sheets.

Preferably, the corresponding sliding unit is slid by the horizontal second direction component of the guard column group, and the locking bolts of the sliding module are correspondingly slipped by the sliding slot. The third wear piece is displaced relative to the first wear piece; the guide block of the guide block slides, and the second wear piece is displaced relative to the first wear piece.

Therefore, the isolation system of the present invention is suitable for being mounted on a structure, the structure comprising a main body, and an upper floor above the main body, the main body is spaced apart from the upper floor and jointly defines a partition The accommodating space in which the seismic system is installed, the main body includes a plurality of spaced-apart fixing portions, and the vibration isolation system includes a guard device and a plurality of seismic isolation supports.

The guard includes a guard column set and an energy dissipation mechanism.

The guard column group projects downward from the lower surface of the upper floor. The energy dissipating mechanism surrounds the guard column group, and includes a plurality of damping units respectively disposed on the fixing portions, and a plurality of sliding units, each of the sliding units slidably connecting the adjacent two damping units. The glide units are circumferentially spaced apart from one another and define a moving space for movement of the guard column set. The guard column group is pushed against the energy dissipating mechanism by a horizontal external force displacement, and the horizontal external force can be divided into a horizontal first direction component force and a horizontal second direction component force, so that the corresponding damping unit displacement consumes the level. The first direction component, the corresponding slip unit slip consumes the horizontal second component component.

The isolating supports are spaced apart from each other between the upper floor and the body such that the upper floor is displaceable relative to the body.

The effect of the invention is that the protection column group is pushed against the energy dissipation mechanism by a horizontal external force displacement, and the horizontal external force can be divided into a horizontal level. a first direction component force and a horizontal second direction component force, so that the corresponding damping unit displacement consumes the horizontal first direction component force, and the corresponding sliding unit slip consumes the horizontal second direction component force, effectively suppressing The upper floor slab does not excessively slip relative to the main body, so that the upper floor slab is prevented from slipping out of the main body, thereby improving safety and reliability.

1‧‧‧Building structure

11‧‧‧ Subject

111‧‧‧Fixed Department

112‧‧‧ wall

113‧‧‧ board

12‧‧‧Upper floor

13‧‧‧ accommodating space

2‧‧‧ isolation support

3‧‧‧Protection devices

31‧‧‧Guard column

311‧‧‧Cylinder

312‧‧‧

313‧‧‧ fixed plate

32‧‧‧ Energy Dissipation Agency

33‧‧‧damper unit

331‧‧‧Base

332‧‧‧transmitting parts

3321‧‧‧ side panels

3322‧‧‧Connecting plate

3323‧‧‧First wear-resistant piece

3324‧‧ ‧ chute

3325‧‧‧ first end

3326‧‧‧second end

333‧‧‧back board

334‧‧‧spring group

335‧‧‧damper

336‧‧‧low wear-resistant piece

337‧‧‧Upper wear parts

34‧‧‧Slip unit

341‧‧‧Bundle

342‧‧‧ body board

3421‧‧‧wings

3422‧‧‧Docking board

343‧‧‧ stiffener

344‧‧‧First end

345‧‧‧second end

346‧‧‧ Guide block group

3461‧‧‧ Guide block

3462‧‧‧second wear-resistant piece

347‧‧‧Slip module

3471‧‧‧ joint plate

3472‧‧‧ Third wearable piece

3473‧‧‧through hole

3474‧‧‧Lock bolts

3475‧‧‧ nuts

35‧‧‧Mobile space

F‧‧‧ horizontal force

F1‧‧‧ level first party Dividing force

F2‧‧‧ horizontal second direction component

Other features and advantages of the present invention will be apparent from the following detailed description of the preferred embodiments of the invention, wherein: FIG. 1 is a schematic diagram illustrating a first preferred embodiment of the isolation system of the present invention. Figure 2 is an exploded perspective view showing a protective device of the preferred embodiment; Figure 3 is a plan view showing the protective device of the preferred embodiment; Figure 4 is a view along Figure 3 A cross-sectional view taken in line 4-4; FIG. 5 is a partial perspective view showing a sliding unit of the preferred embodiment slidably connecting adjacent two damping units; FIG. 6 is an exploded perspective view illustrating The matching relationship between the sliding unit and the two damping units of the preferred embodiment; FIG. 7 is a partial perspective view showing the two sliding grooves of the preferred embodiment; FIG. 8 is another perspective exploded view showing the comparison FIG. 9, FIG. 10A and FIG. 10B are schematic diagrams illustrating displacement of the damper unit of the preferred embodiment by the guard column group; 11, FIG. 12A, FIG. 12B and FIG. 13 are schematic diagrams illustrating the sliding unit of the preferred embodiment being slid by the guard column group; FIG. 14 is a schematic plan view showing the vibration isolation system of the present invention. A third preferred embodiment, only one damper unit is illustrated; and FIG. 15 is a plan view showing a third preferred embodiment of the vibration isolation system of the present invention, and only one guard is illustrated.

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

The following description of the preferred embodiments is provided to illustrate the specific embodiments of the invention. The directional terms mentioned in the present invention, such as "upper", "lower", "front", "back", "left", "right", etc., are merely directions referring to the additional drawings. Therefore, the directional terminology used is for the purpose of illustration and not limitation.

Referring to Figures 1 to 4, a first preferred embodiment of the seismic isolation system of the present invention is suitable for installation in a structural structure 1, the structural structure 1 comprising a main body 11, and an upper floor panel 12 above the main body 11, The main body 11 is spaced apart from the upper floor slab 12 and defines an accommodating space 13 for the isolation system. The main body 11 includes four spaced-apart fixing portions 111, and each of the fixing portions 111 is substantially L-shaped. And having a wall 112 and a plate 113 connecting the wall 112.

The isolation system comprises: a plurality of isolation bearings 2, and a guard 3.

The seismic isolation supports 2 are disposed on the upper floor at intervals from each other The plate 12 is interposed between the body 11 such that the upper floor panel 12 is displaceable relative to the body 11. In this embodiment, the type of the isolating support 2 may be a lead rubber isolation support or a friction single pendulum isolation support, and the number of the isolation support 2 is 16, but may be practical. The structure 1 is required to adjust the number of the isolating supports 2.

The guard 3 is disposed at a central portion of the structure 1 . The guard 3 includes a guard column set 31 and an energy dissipating mechanism 32.

The guard column group 31 protrudes downward from the lower surface of the upper floor panel 12, and includes a column body 311, a sleeve body 312 provided with an outer ring of the column body 311, and a connecting body 312 and the upper floor slab A fixing plate 313 of the lower surface of 12. In the present embodiment, the column 311 is made of a concrete material, and the sleeve 312 and the fixing plate 313 are made of a steel material. In actual production, the column 311 and the upper floor slab 12 together form a template (not shown), and the column 311 is cast together with the upper floor slab 12 to be cast, and the sleeve 312 and the fixed plate 313 are The sleeve 311 is sleeved.

The energy dissipating mechanism 32 surrounds the guard column group 31 and includes four damping units 33 respectively disposed on the fixing portions 111, and four sliding units 34, each of which is slidably connected adjacent to each other. The two damper units 33 are disposed circumferentially spaced apart from each other and define a moving space 35 for the movement of the guard column group 31. In the present embodiment, the guard column group 31 is located at the center, and the damper units 33 are respectively located at the front, the rear, the left, and the right side of the guard column group 31.

Referring to FIG. 5 to FIG. 8 , each of the damper unit 33 has a base 331 disposed on the plate body 113 and a force transmitting member disposed on the base 331 . 332, a backing plate 333 opposite to the force transmitting member 332 and disposed on the wall 112, a spring set 334 disposed between the force transmitting member 332 and the backing plate 333, and two disposed on the force transmitting member 332 A damper 335 is disposed between the backing plate 333 and the spring set 334 is interposed between the dampers 335. Each of the force transmitting members 332 is an H-shaped steel, and has two side plates 3321 spaced apart from each other, and a connecting plate 3322 connecting the side plates 3321. In this embodiment, the back plate 333 can also be omitted, that is, the spring group 334 and the damper 335 are directly disposed between the force transmitting member 332 and the wall 112; further, the number of the dampers 335 is two. For example, but not limited thereto, the damping unit 33 may also have only one damper 335.

Each of the sliding units 34 has a frame 341. Each of the damper units 33 further has a lower wear piece 336 disposed above the base 331 and a lower portion of the force transmitting member 332 and the corresponding beam frame 341. The upper wear-resistant member 337 is detachably disposed under the upper wear-resistant member 337.

Each of the frame 341 has a body plate 342, a stiffening plate 343 connecting opposite sides of the body plate 342, a first end portion 344 of the body plate 342 and the stiffening plate 343, and a body plate 342. Each of the sliding units 34 further has a first end portion 344 disposed on the beam frame 341 and is displaceably disposed in the second end portion 345 of the first end portion 344. The guide block group 346 corresponding to the force transmitting member 332 and a second end portion 345 disposed on the beam frame 341 are allowed to be displaceably disposed on the sliding module 347 corresponding to the force transmitting member 332. In this embodiment, the body plate 342 is an H-shaped steel with an opening facing the side, and has two upper and lower phases. A wing portion 3421 that is spaced apart from each other and a butting plate portion 3422 that connects the wing portions 3421. The design of the stiffener 343 can provide the strength of the body plate 342 to prevent the frame 341 from being deformed or broken due to insufficient strength when the frame 341 is impacted by an external force.

In detail, each of the force transmitting members 332 further has a first wear plate 3323 disposed adjacent to the side plate 3321 of the sliding module 347, and two longitudinally extending from the first wear plate 3323 and the corresponding side plate. 3321 and chutes 3324 spaced apart from one another. Each of the sliding grooves 3324 has a first end 3325 and a second end 3326 opposite to the first end 3325. Each of the guide block sets 346 has a guide block 3461 and a second wear-resistant piece 3462 disposed on the guide block 3461. Each of the sliding modules 347 has a joint plate 3471, a third wear piece 3472 disposed on the joint plate 3471, and two through holes 3473 formed in the joint plate 3471 and corresponding to the position of the chute 3324. The locking bolts 3474 extending through the sliding slots 3324 and the corresponding through holes 3473, and the nuts 3475 disposed on the locking bolts 3474 are disposed. Each of the second wear-resistant pieces 3462 and each of the third wear-resistant pieces 3472 are respectively displaceably provided to each of the first wear-resistant pieces 3323. Since each of the guide block groups 346 and the corresponding slip module 347 are disposed at the first end portion 344 and the second end portion 345 of the corresponding bundle frame 341, the joint plate 3471 of the slip module 347 is restricted to the corresponding one. The chute 3324 slides such that the sliding range of the corresponding guide block set 346 is limited.

It should be noted that, in this embodiment, the number of the through holes 3374 of each of the force transmitting members 332 and the through holes 3473, the locking bolts 3474 and the nuts 3475 of each of the sliding modules 347 are two, but each The sliding groove 3324 of the force transmitting member 332 and the through hole 3473 of each sliding module 347 and the locking bolt 3474 The number of nuts 3475 is one and can still be implemented accordingly.

The operation mechanism of the vibration isolation system of the present invention will be described below.

Referring to FIG. 1 and FIG. 2, if the energy of the earthquake is equal to or less than the design value of the seismic isolation support 2 when the earthquake occurs, the isolation support 2 allows the upper floor panel 12 to slide relative to the main body 11, and consumes Earthquake energy, but the guard 3 does not work. Furthermore, when the energy of the earthquake exceeds the design value of the seismic isolation supports 2, the isolation support 2 allows the upper floor slab 12 to slide relative to the main body 11, and consumes part of the seismic energy, at which time the guard 3 is activated. .

Referring to FIG. 2, FIG. 9 and FIG. 11, the guard column group 31 is displaced by the horizontal external force F to the energy dissipating mechanism 32, and can be roughly divided into two cases, and the general formula of the horizontal external force F can be divided into one. a horizontal first component component F1 and a horizontal second component component F2, such that the corresponding damping unit 33 is displaced to consume the horizontal first component component F1, and the corresponding sliding unit 34 is slipped to consume the level second. Direction component F2. It is effectively suppressed that the upper floor panel 12 does not excessively slip relative to the main body 11, thereby preventing the upper floor panel 12 from slipping out of the main body 11. Therefore, the isolation system of the present invention improves safety and reliability.

Referring to FIG. 1 , FIG. 9 , FIG. 10A and FIG. 10B , in the first case, the horizontal external force F is equal to the horizontal first direction component force F1 , so that the corresponding damping unit 33 is displaced by the guard column group 31 and is displaced. The horizontal second direction component force F2 is zero (not shown), and the slip unit 34 is not actuated. In detail, the damper 335 and the spring set 334 of the damper unit 33 are compressed to displace the force transmitting member 332 and the beam frame 341. At the same time, the upper wear member 337 is displaced relative to the lower wear plate 336. At the end of the earthquake, the damping unit 33 The damper 335 and the spring set 334 are extended to reset the force transmitting member 332 and the beam frame 341. Furthermore, the guard column group 31 is reset due to the resetting of the isolating bearings 2.

Referring to FIG. 11, FIG. 12A, FIG. 12B and FIG. 13, in the second case, the horizontal external force F can be divided into a horizontal first direction component force F1 and a horizontal second direction component force F2. The damping unit 33 is displaced by the horizontal first direction component F1 of the corresponding guard column group 31, and the corresponding sliding unit 34 is pushed by the horizontal second direction component F2 of the guard column group 31. Slip. In the second case, the damper unit 33 is pushed by the guard column group 31 and the displacement is substantially the same as the case 1, and only the differences will be described below. The locking bolts 3474 of the sliding module 347 are correspondingly slid to the second end 3326 by the first end 3325 of the sliding grooves 3324 (the strength of the second direction component F2 is determined according to the horizontal direction, and the locking bolts are determined. Whether the 3474 will slip to the second end 3326) and the third wear piece 3472 is displaced relative to the first wear piece 3323, so that the guide block 3461 of the guide block set 346 slides, and the second wear piece 3462 is displaced relative to the first wear plate 3323 to consume the horizontal second component force F2. Since the sliding grooves 3324 are interlocked with the corresponding locking bolts 3474, the force transmitting member 332 of the damping unit 33 is reset after the earthquake ends, so that the sliding module 347 is reset according to the original track.

Referring to Figure 14, a second preferred embodiment of the isolation system of the present invention is substantially identical to the first embodiment, except for the aspect of the damping unit 33. The two dampers 335 and a spring group 334 of each of the damper units 33 of the first embodiment shown in FIG. 9 are changed as shown in FIG. 14 (only one damper unit 33 is depicted in FIG. 14). The damping unit 33 has two spaced apart from each other A spring set 334 and a damper 335 disposed between the sets of springs 334 and spaced apart from the sets of springs 334. The manner of operation of the isolation system is substantially the same as that of the first preferred embodiment, and details are not described herein again.

On the other hand, if each of the damper units 33 has only one spring set 334 and one damper 335, and the spring set 334 and the damper 335 provide sufficient shock resistance, it can also be implemented.

Referring to Figure 15, a third preferred embodiment of the seismic isolation system of the present invention is substantially identical to the first embodiment, except for the aspect of the energy dissipating mechanism 32. The energy dissipating mechanism 32 of the first embodiment shown in FIG. 3 has four damping units 33, and four sliding units 34, and the energy dissipating mechanism 32 includes three damping units 33, and three sliding units. 34. The manner of operation of the isolation system is substantially the same as that of the first preferred embodiment, and details are not described herein again.

In summary, the guard column group 31 is pushed against the energy dissipating mechanism 32 by a horizontal external force F, and the horizontal external force F can be divided into a horizontal first direction component force F1 and a horizontal second direction component force. F2, the corresponding damping unit 33 is displaced to consume the horizontal first direction component F1, and the corresponding sliding unit 34 is slipped to consume the horizontal second direction component F2, thereby effectively suppressing the upper floor 12 from being opposite to the main body. 11 excessive slippage, thereby preventing the upper floor panel 12 from slipping out of the main body 11, so that the vibration isolation system of the present invention improves safety and reliability, and thus the object of the present invention can be achieved.

The above is only the preferred embodiment of the present invention, and the scope of the present invention is not limited thereto, that is, the simple equivalent changes and modifications made by the patent application scope and patent specification content of the present invention, All remain within the scope of the invention patent.

11‧‧‧ Subject

2‧‧‧ isolation support

3‧‧‧Protection devices

Claims (20)

A protective device is adapted to be mounted on a structure comprising a main body and an upper floor above the main body, the main body being spaced apart from the upper floor and jointly defining a capacity for the protection device to be installed a space comprising a plurality of spaced apart fixing portions, the guard comprising: a guard column group protruding downward from a lower surface of the upper floor; and an energy dissipating mechanism surrounding the guard column group and including a plurality of damping units respectively disposed at the fixed portions, and a plurality of sliding units, each of the sliding units being slidably coupled to the adjacent two damping units, the sliding units being circumferentially spaced apart from each other, And defining a moving space for moving the guard column group; the guard column group is pushed against the energy dissipating mechanism by a horizontal external force displacement, and the horizontal external force can be divided into a horizontal first direction component force, and a level second The direction component is such that the corresponding displacement of the damping unit consumes the horizontal first component component, and the corresponding slip unit slip consumes the horizontal second component component. The protection device of claim 1, each of the fixing portions has a wall and a plate body connected to the wall, wherein each of the damping units has a base disposed on the plate and a transmission disposed on the base a force member, a spring set disposed between the force transmitting member and the wall, and a damper disposed between the force transmitting member and the wall, the spring group and the damper being spaced apart from each other. The protection device of claim 1, each of the fixing portions has a wall and a plate body connected to the wall, wherein each of the damping units has a a base of the plate body, a force transmitting member disposed on the base, a back plate disposed opposite to the force transmitting member and disposed on the wall body, a spring set disposed between the force transmitting member and the back plate, and a damper disposed between the force transmitting member and the backing plate, the spring group being interposed between the dampers. The protection device of claim 2, wherein each of the sliding units has a frame, each of the damping units further has a lower wear piece disposed above the base, and a corresponding force member is disposed corresponding to An upper wear part below the bundle frame, the lower wear piece being displaceably disposed below the upper wear part. The protection device of claim 4, wherein the corresponding damping unit is displaced by the horizontal first direction component of the guard column group, and the damper and the spring group of the damping unit are compressed to make the force transmitting member And the beam frame is displaced, and the upper wear part is displaced relative to the lower wear piece. The protection device of claim 2, wherein each of the sliding units has a bundle frame, each of the bundle frames having a first end portion and a second end portion opposite to the first end portion, each of the sliding portions The shifting unit further has a guide block set at the first end of the bundle frame and which is allowed to be displaceably disposed on the corresponding force transmitting member, and a second end portion disposed at the second frame of the bundle frame and slidably The slip module is disposed on the corresponding force transmitting member. The guard device of claim 6, wherein each of the force transmitting members has a longitudinally extending chute, each of the sliding modules having an engaging plate, a passage formed on the engaging plate and corresponding to the position of the chute a hole, a locking bolt extending through the sliding slot and the through hole, and a set of nuts disposed on the locking bolt. The protection device of claim 7, wherein each of the force transmitting members further has a a first wear-resistant piece disposed adjacent to the side plate of the guide block group, each of the guide block sets has a guide block and a second wear-resistant piece disposed on the guide block, and each of the second wear-resistant pieces is respectively allowable Disposed in each of the first wear sheets. The protection device of claim 8, wherein each of the force transmitting members further has a first wear piece disposed adjacent to the side plate of the sliding module, and each of the sliding modules further has a joint disposed on the side The third wear-resistant piece of the plate, each of the third wear-resistant pieces is respectively displaceably disposed on each of the first wear-resistant pieces. The protection device of claim 9, wherein the corresponding sliding unit is slid by the horizontal second direction component of the guard column group, and the locking bolts of the sliding module correspond to the sliding The groove is slipped, the third wear piece is displaced relative to the first wear piece; the guide block of the guide block is slid, and the second wear piece is displaced relative to the first wear piece. The utility model relates to a vibration isolation system, which is suitable for being installed on a structure, the structure comprises a main body, and an upper floor above the main body, the main body is spaced apart from the upper floor and jointly defines a system for installing the isolation system The accommodating space includes a plurality of spaced-apart fixing portions, and the vibration isolation system includes: a guard device including a guard column group, protruding downward from a lower surface of the upper floor slab, and an energy dissipating mechanism, Surrounding the guard column group, and comprising a plurality of damping units respectively disposed on the fixing portions, and a plurality of sliding units, each of the sliding units slidably connecting the adjacent two damping units, the sliding The units are spaced apart from each other, and Defining a moving space for moving the guard column group; the guard column group is pushed against the energy dissipating mechanism by a horizontal external force displacement, and the horizontal external force can be divided into a horizontal first direction component force and a horizontal second direction a component force, wherein the corresponding displacement of the damping unit consumes the horizontal first direction component, and the corresponding sliding unit slip consumes the horizontal second component component; and a plurality of isolation bearings are disposed at intervals with each other Between the upper floor and the body such that the upper floor is displaceable relative to the body. The isolation system of claim 11, each of the fixing portions has a wall and a plate body connected to the wall, wherein each of the damping units has a base disposed on the plate and a base disposed on the base a force transmitting member, a spring set disposed between the force transmitting member and the wall, and a damper disposed between the force transmitting member and the wall, the spring group and the damper being spaced apart from each other. The isolation system of claim 11, wherein each of the fixing portions has a wall body and a plate body connected to the wall body, wherein each of the damping units has a base disposed on the plate body, and a a force transmitting member of the base, a back plate disposed opposite to the force transmitting member and disposed on the wall, a spring set disposed between the force transmitting member and the back plate, and two disposed on the force transmitting member and the back A damper between the plates, the set of springs being between the dampers. The isolation system of claim 12, wherein each of the sliding units has a frame, each of the damping units further has a lower wear piece disposed above the base, and a pair of the force transmitting members and the pair The upper wear part should be bundled under the frame, and the lower wear piece is allowed to be displaceably disposed under the upper wear part square. The isolation system of claim 14, wherein the corresponding damping unit is displaced by a horizontal first direction component of the guard column group, and the damper and the spring group of the damping unit are compressed to transmit the force The piece and the frame are displaced, and the upper wear part is displaced relative to the lower wear piece. The isolation system of claim 12, wherein each of the sliding units has a bundle frame, each of the bundle frames having a first end portion and a second end portion opposite to the first end portion, each of the The sliding unit further has a guide block set at the first end of the frame and which is allowed to be displaceably disposed on the corresponding force transmitting member, and a second end portion disposed on the frame and slidable The grounding is disposed on the sliding module corresponding to the force transmitting member. The isolation system of claim 16, wherein each of the force transmitting members has a longitudinally extending chute, each of the sliding modules having an engaging plate, a forming plate formed on the engaging plate and corresponding to the position of the chute a through hole, a locking bolt extending through the sliding slot and the through hole, and a set of nuts disposed on the locking bolt. The isolation system of claim 17, wherein each of the force transmitting members further has a first wear plate disposed adjacent to the side plate of the guide block group, each of the guide block groups having a guide block and a The second wear-resistant piece of the guide block, each of the second wear-resistant pieces is respectively displaceably disposed on each of the first wear-resistant pieces. The isolation system of claim 18, wherein each of the force transmitting members further has a first wear piece disposed adjacent to the side plate of the sliding module, and each of the sliding modules further has a The third wear-resistant piece of the joint plate, each of the third wear-resistant pieces is respectively displaceably disposed on each of the first wear-resistant pieces. The isolation system of claim 19, wherein the corresponding sliding unit is subjected to And sliding to the second horizontal direction of the guard column group, the locking bolts of the sliding module are correspondingly slipped by the sliding slot, and the third wear piece is opposite to the first wear piece Displacement; the guide block of the guide block group slides, and the second wear piece is displaced relative to the first wear piece.