JP5084162B2 - Complex building - Google Patents

Description

  The present invention relates to a vibration countermeasure for a complex building including a vibration source building and a vibration disagreeable building.

Complex buildings with vibration isolation configurations are known. That is, an external support structure as a vibration source building having a floor of a utility area in which a vibration generation source such as a machine that generates vibration is installed, and a vibration isolation machine that hates vibration such as a semiconductor manufacturing apparatus are installed. An internal support structure as a vibration aversion building having a floor in the process area is provided on the same foundation, and the internal support structure and the external support structure are separated from each other (see FIG. A clean room building is known as a complex building with the explanation. However, in this clean room building, the internal support structure and the external support structure are built on the same foundation, so that the vibration of the utility area is transmitted to the process area via the foundation. There is. In order to solve this problem, a clean room building having a structure in which the inner support structure and its foundation and the outer support structure and its foundation are separated from each other (FIG. 2 of Patent Document 1; FIG. 3 and the description thereof). Are known. However, in this clean room building, the internal support structure and the external support structure swing in different directions in the event of an earthquake, so there are ducts provided to connect the internal support structure and the external support structure. There existed a subject that pipes, such as piping, were destroyed.
That is, as shown in FIG. 11, the vibration source building 3 provided with the seismic isolation device 5a and the vibration aversion building 2 are formed as an integral building, and a pipe 3c such as a duct or a pipe is formed in the vibration source building 3 and the vibration aversion building. In the case of the complex building 1A provided so as to be connected to 2, the vibration generated in the equipment machine 3a provided in the machine room 3b of the vibration source building 3 is installed in the production room 2b of the vibration-averse building 2 It is transmitted to the machine 2a and adversely affects semiconductor product manufacturing.
Therefore, in order to block the propagation of vibration from the vibration source building 3 to the vibration aversion building 2, the vibration source building 3 and the vibration aversion building 2 in FIG. It can be considered to be a complex building (not shown) in which the pipe 3c is installed so as to be connected, but in this case, the vibration source building 3 and the vibration aversion building 2 swing in different directions in the event of an earthquake, The tube 3c is easily broken.
Japanese Patent Laid-Open No. 11-311036

  The problem to be solved by the invention is that, in a conventional complex building in which a vibration source building and a vibration aversion building are integrated, the vibration from the vibration source building is transmitted to the vibration aversion building and the production of semiconductor products, etc. In the case of a composite building in which the vibration source building and the vibration aversion building are separated from each other, the vibration source building and the vibration aversion building swing in different directions during an earthquake. This is because pipes such as ducts and pipes installed so as to be connected to the building and the vibration-averse building are easily destroyed.

Composite building of the present invention is separated and vibration source building with vibration unpleasant building as vibration generating source with a device hating vibration each other, are connected to each other by these building each other connecting device, connecting device, the vertical direction A female member having a hole extending in the hole, a male member having a rod body having an outer diameter smaller than the inner diameter of the hole, and a rod body of the male member inserted into the inner peripheral surface of the hole of the female member and the inside of the hole And a rubber that forms a vibration blocking part that blocks vibration transmission from the vibration source building to the vibration disabling building, and the female member is attached to one of the vibration disabling building or the vibration source building. Because the male member is attached to the other, vibration transmission from the vibration source building to the vibration aversion building is prevented, and in the event of an earthquake, the vibration source building and the vibration aversion building are displaced in the same direction in the same direction. It is characterized by being configured to sway .
A lower portion of the vibration unpleasant buildings and bottom of the vibration source building also characterized in that connected to each other by a connecting device.
The upper part of the vibration-averse building and the upper part of the vibration source building are connected to each other by a connecting device.
It is also characterized in that the vibration aversion building and the vibration source building are each provided with a seismic isolation device .

In the composite building of the present invention, the vibration source building and the vibration aversion building are connected to each other by the connecting device. Therefore, the vibration generated in the vibration source building is blocked by the connection device and is not transmitted to the vibration aversion building. Can prevent adverse effects due to vibrations in In addition, in the event of an earthquake, the vibration source building and the vibration negative building that are connected by the connecting device shake in the same direction with the same displacement, so the relative displacement between the vibration source building and the vibration negative building can be reduced. It is possible to prevent damage and destruction of the pipes connected to the vibration source building and the vibration dislike building.
Since the vibration isolation part of the coupling device is made of rubber, the vibration generated in the vibration source building is attenuated by the rubber, so that the vibration generated in the vibration source building can be cut off. Therefore, the relative displacement between the vibration source building and the vibration aversion building can be reduced.
By connecting the lower part of the vibration aversion building and the lower part of the vibration source building with a connecting device, the displacement of the vibration aversion building and the vibration source building in the lower layer of the composite building can be reduced. The relative displacement between the vibration-averse building and the vibration source building can be reduced.
By connecting the lower part of the vibration aversion building and the lower part of the vibration source building to each other by a connecting device, and connecting the upper part of the vibration aversion building and the upper part of the vibration source building to each other by a connecting device, The relative displacement with the vibration source building can be made smaller.
The seismic isolation equipment for the vibration-averse building and the vibration source building, respectively, can reduce damage to complex buildings and machines during an earthquake, avoid production stoppage damage during an earthquake, and early production lines Recovery is possible .

  1 to 10 show the best mode. FIG. 1 shows the structure of a complex building. FIG. 2 shows a connected state of the connecting device in a longitudinal section. FIG. 3 shows the appearance of the connected state of the connecting device as seen from an oblique direction. FIG. 4A shows the appearance of the connecting device in a connected state as seen from the side, and FIG. 4B shows a cross section taken along the line aa in FIG. FIG. 5 shows the seismic isolation rubber device 5A in a longitudinal section. FIG. 6 shows a sliding bearing device in longitudinal section. FIG. 7 shows the oil damper device in a longitudinal section. FIG. 8 shows the characteristics of the sliding bearing device and the oil damper device. 9 and 10 show examples of installing the coupling device.

  The composite building 1 will be described with reference to FIG. In the composite building 1, the vibration disagreement building 2 having a device that dislikes vibration and the vibration source building 3 having a vibration generating source are separated from each other, and the lower portions of these buildings are connected to each other by a connecting device 4. 2 and the vibration source building 3 are each provided with a seismic isolation device 5 individually. The seismic isolation device 5 includes a seismic isolation rubber device 5A, a sliding support device 5B, and an oil damper device 5C as a damping device.

  In FIG. 1, a semiconductor product manufacturing factory as the complex building 1 will be described as an example. The vibration disgusting building 2 is a building including a production room 2b such as a clean room in which a production machine 2a is installed as an apparatus that dislikes vibration such as an exposure apparatus and an inspection apparatus for manufacturing semiconductor products. The vibration source building 3 is a building including a machine room 3b in which equipment machines 3a serving as vibration generation sources such as air conditioning equipment, water supply equipment, gas supply equipment, and chemical supply equipment are installed. A pipe 3c such as a duct or a pipe is extended from the equipment machine 3a of the vibration source building 3 to the production room 2b of the vibration negative building 2 and connected to the equipment machine 3a and the production room 2b.

  A base isolation pit 1y is formed on the foundation pile 1x, and a base isolation part 1z is formed on the base isolation pit foundation 6 of the base isolation pit 1y. The seismic isolation portion 1z includes a base isolation base portion 14 formed on the lower surface 1a of the composite building 1, a base isolation base portion 16 formed on the base isolation pit base 6, and a base isolation base portion 14 It is formed by the seismic isolation rubber device 5A as the seismic isolation device 5 provided between the base isolation base 16 or the base isolation base 33, the base isolation 31 and the base isolation base 33 is formed by a sliding support device 5B as a seismic isolation device 5 provided between the seismic isolation lower foundation 31, or the lower surface 1a of the composite building 1, the seismic isolation pit foundation 6, and the composite building 1 The oil damper device 5 </ b> C as the seismic isolation device 5 provided between the lower surface 1 a and the seismic isolation pit foundation 6 is formed.

The connecting device 4 will be described with reference to FIGS. The coupling device 4 is formed by a male member 4a and a female member 4b that are fitted together.
The male member 4a includes a mounting portion 4c, an arm portion 4d, and a pin portion 4e. The pin part 4e is provided in the front-end | tip part of the arm part 4d. The attachment portion 4c is attached to the side surface 14f of the seismic isolation upper base portion 14 of the vibration source building 3 with an attachment 14g such as an anchor bolt. In a state where the attachment portion 4c is attached to the side surface 14f of the seismic isolation upper base portion 14 of the vibration source building 3, the arm portion 4d extends horizontally, and the pin portion 4e is below the lower surface 4r of the distal end portion of the arm portion 4d. It extends vertically and protrudes.
The female member 4b includes a mounting portion 4g, an arm portion 4h, a hole portion 4i, and a rubber 4j. The hole 4i is provided at the tip of the arm 4h. The attachment portion 4g is attached to the side surface 14f of the seismic isolation upper base portion 14 of the vibration aversion building 2 by an attachment tool 14g such as an anchor bolt. In a state where the mounting portion 4g is attached to the side surface 14f of the seismic isolation upper base portion 14 of the vibration aversion building 2, the arm portion 4h extends horizontally, and the hole portion 4i has a cylindrical shape in which the hole 4k extends vertically. is there. The pin portion 4e is formed by a rod body having an outer diameter smaller than the inner diameter of the hole 4k formed in the female member 4b. The rubber 4j has a cylindrical shape formed with the same outer diameter as the diameter of the hole 4k of the hole 4i and the same inner diameter as the diameter of the pin 4e. The outer peripheral surface of the cylinder of the rubber 4j and the inner peripheral surface of the hole 4k of the hole portion 4i are bonded to each other with an adhesive, thereby forming a pin fitting portion 4m, and vibration isolation by the rubber 4j Part is formed. The pin part 4e is provided in the front-end | tip part of the arm part 4d. The thickness of the rubber 4j (thickness between the outer peripheral surface and the inner peripheral surface of the cylinder of the rubber 4j) is a thickness that can block fine mechanical vibration (displacement amplitude of 1 mm or less) generated in the vibration source building 3 ( About several mm).

  A connection method by the connection device 4 will be described. The female member 4b is attached to the vibration avoiding building 2, the pin portion 4e of the male member 4a is fitted inside the rubber 4j of the pin fitting portion 4m from above the pin fitting portion 4m, and the upper surface 4p and the arm portion 4h of the hole portion 4i. The vibration source building 3 and the vibration disagreement building 2 are connected to each other by the connecting device 4 by attaching the male member 4a to the vibration source building 3 in a state where the lower surface 4r is separated.

  When the vibration source building 3 and the vibration disagreement building 2 are connected to each other by the connecting device 4, the vibration generated in the vibration source building 3 is attenuated by the rubber 4 j as a vibration blocking unit, and the vibration source building 3 Since vibration transmission to 2 can be prevented, adverse effects on semiconductor production by the production machine 2a can be prevented. That is, a favorable production environment can be maintained in the vibration-averse building 2 and productivity is improved. Further, in the event of an earthquake or the like, the vibration source building 3 and the vibration disagreement building 2 connected to each other by the connecting device 4 are shaken with the same displacement in the same direction by the connecting device 4. The relative displacement with the building 2 can be reduced. For this reason, damage to pipes 3c such as ducts and pipes fixed to the vibration source building 3 and the vibration aversion building 2 so as to connect the equipment machine 3a of the vibration source building 3 and the production room 2b of the vibration aversion building 2 Destruction can be prevented. Further, since the pin portion 4e of the male member 4a is fitted inside the rubber 4j, the rubber 4j can absorb the manufacturing dimensional error of the male member 4a and the female member 4b, and the male member even if there is a manufacturing dimensional error. 4a and the female member 4b can be easily attached.

  With reference to FIG. 5, the seismic isolation rubber device 5A as the seismic isolation device 5 will be described. The seismic isolation rubber device 5A includes, for example, a laminated body 11 in which a large number of rubbers 9 and steel plates 10 are alternately laminated and connected to each other by bonding, and a fixing material such as a bolt not shown on the upper surface of the laminated body 11. An upper flange 12 is attached, and a lower flange 13 is attached to the lower surface of the laminate 11 with a fixing material such as a bolt (not shown) on the lower surface of the laminate 11. The rubber 9 is made of natural rubber. An upper base 15 capable of connecting the upper flange 12 is attached to the lower surface of the seismic isolation upper foundation 14 formed on the lower surface 1 a of the composite building 1, and the seismic isolation lower foundation formed on the seismic isolation pit foundation 6. A lower base 17 capable of connecting the lower flange 13 is attached to the upper surface of 16. The upper base 15 and the lower base 17 are formed by providing a plurality of cap nut portions 18 and stud bolts 19 each having a female thread inside a metal bag body on a metal flat plate. The attachment of the upper base 15 to the lower surface of the seismic isolation upper foundation 14 is as follows. First, a predetermined number of cap nuts 18 are attached to a flat plate by a joining means such as welding in accordance with the position of a bolt through-hole not shown in the figure formed on the flat plate, and for ensuring a connection between the flat plate and concrete. A necessary number of stud bolts 19 are attached to form the upper base 15. The upper base 15 is installed at a predetermined position in the mold form outside the figure, and the reinforced concrete part of the seismic isolated upper base part 14 is cast and filled in the mold form, thereby the seismic isolated upper part formed by the reinforced concrete part. An upper base 15 is attached to the lower surface of the base portion 14. The upper base 15 and the upper flange 12 are coupled by a bolt 21 that is fastened to the female screw of the cap nut portion 18 through the bolt through hole formed in the upper flange 12. The method of attaching the lower base 17 to the upper surface of the seismic isolation lower base portion 16 is the same, and the lower base 17 attached to the upper surface of the seismic isolation lower base portion 16 and the lower flange 13 are connected by bolts 21. The seismic isolation rubber device 5A alleviates the impact on the composite building 1 by the rubber 9 being deformed in the horizontal direction.

  With reference to FIG. 6, the sliding support apparatus 5B as the seismic isolation apparatus 5 is demonstrated. The sliding support device 5B has a lower member 32 attached to the upper surface of the base isolation base 31 provided at a position different from the base isolation base 16 and a position different from the base isolation base 14 above. And an upper member 34 attached to the lower surface of the seismic isolation lower base portion 33 provided in the upper part. The lower member 32 includes a lower flange 36 coupled to the lower base 35 having the same configuration as the lower base 17 attached to the upper surface of the base isolation base 31 with bolts 21, and an upper surface of the lower flange 36. It is formed by a base material 37 attached by an external fixing means and a base plate 38 attached to the upper surface of the base material 37 by an external fixing means. The upper member 34 includes an upper flange 40 coupled to an upper base 39 attached to the lower surface of the seismic isolation upper base portion 33 by bolts 21 and an elastic base attached to the lower surface of the upper flange 40 by fixing means (not shown). It is formed by a material 41 and a sliding plate 42 attached to the lower surface of the elastic base material 41 by fixing means (not shown). The elastic base material 41 is formed of an elastic material such as rubber.

In the sliding support device 5B, the lower surface of the sliding plate 42 and the upper surface of the base plate 38 are in contact with each other, and even if they receive acceleration energy below a predetermined value (for example, 5 gal (corresponding to seismic intensity of about 2)), the seismic isolation device does not operate. A structure with seismic isolation when using acceleration energy exceeding the value was used. That is, the sliding support device 5B has a friction coefficient between the sliding plate 42 and the base plate 38 such that the sliding plate 42 slides on the upper surface of the base plate 38 when receiving acceleration energy exceeding a predetermined value. Is set.
That is, when the sliding support device 5B receives acceleration energy exceeding a predetermined value, the sliding plate 42 slides on the upper surface of the base plate 38, so that the seismic isolation rubber device 5A, the sliding support device 5B, and the oil damper device. The seismic isolation device formed by 5C is easily displaced in the horizontal direction and is set in a state where it can exhibit the seismic isolation effect. On the other hand, the slip plate 42 does not slide on the upper surface of the base plate 38 even if it receives acceleration energy of a predetermined value or less, and the seismic isolation portion 1z is maintained in a state having high rigidity. It is difficult to displace and the complex building 1 is less likely to shake.

With reference to FIG. 7, an oil damper device 5 </ b> C functioning as a damping device as the seismic isolation device 5 will be described. The oil damper device 5C includes a rod 45 having a piston 44 at one end, a cylinder 46, and a control mechanism 47. A piston 44 provided at one end of the rod 45 is enclosed in the cylinder 46 so as to be movable between one end surface and the other end surface of the cylinder 46, and two oil chambers, that is, a first oil chamber are contained in the cylinder 46. 48 and the second oil chamber 49 are partitioned. The rod 45 extends to the outside through a rod through hole 50 formed on one end surface of the cylinder 46. Between the outer periphery of the piston 44 and the inner wall of the cylinder 46 and between the outer periphery of the rod 45 and the rod through hole 50 are formed in an oil-tight manner by rubber packing or the like not shown. The other end of the rod 45 is connected to a shaft support member 75 of the attachment member 51 so as to be rotatable in the horizontal direction, and the attachment member 51 is fixed to the seismic isolation pit foundation 6 by a fixture 52 such as an anchor bolt. The other end surface of the cylinder 46 is provided with a support rod 53 that is coaxially attached to the rod 45, and the other end of the support rod 53 is connected to the shaft support member 75 of the attachment member 54 so as to be rotatable in the horizontal direction. The member 54 is fixed to the lower surface 1a of the composite building 1 with a fixture 52 such as an anchor bolt.
The control mechanism 47 includes an oil path 56 that connects the first oil chamber 48 and the tank 55, an orifice 57 provided in the middle of the oil path 56, and an oil path provided on the tank 55 side of the oil path 56 from the orifice 57. An on-off valve 58, an oil passage 59 connecting the second oil chamber 49 and the tank 55, a check valve 60 provided in the oil passage 59 at a position immediately after the first oil chamber 49, and an oil passage 56 immediately before the orifice 57. An oil passage 61 that extends between the position and the check valve 60 in the oil passage 59 to the tank 55 side, a relief valve 62 provided in the middle of the oil passage 61, and a piston 44 are formed in the first oil chamber 48 and the second oil. An oil path 63 connecting the chamber 49 and a check valve 64 provided in the middle of the oil path 63 are provided.
The other end of the rod 45 and the support rod 53 is supported by a support shaft 76; 76 of a shaft support member 75; 75 fixed to the mounting member 51; 54 with a set screw 74 or the like, and the rod 45 and the support rod 53 are supported by the support shaft. 76; Since it is connected so that it can move in the horizontal direction around 76, the breakage of the connecting portion of the oil damper device 5C can be prevented.

  The oil damper device 5C is configured so as not to perform a seismic isolation operation even when it receives acceleration energy of a predetermined value (for example, 5 gal) or less, and to perform a seismic isolation operation when receiving acceleration energy exceeding a predetermined value. For example, when an unillustrated accelerometer installed on the seismic isolation pit foundation 6 measures acceleration exceeding a predetermined value, the measured value is transmitted to the control device 8, and the control device 8 transmits the oil of the oil damper device 5C. A solenoid (not shown) that opens and closes the path opening / closing valve 58 is controlled to maintain the oil path opening / closing valve 58 in the “open state”, thereby bringing the oil damper device 5C into the unlocked state. Thereby, the oil in the first oil chamber 48 flows to the tank 55 while operating the damping force through the orifice 57, and the oil damper device 5C exhibits the damping performance. That is, when an acceleration exceeding a predetermined value is detected, the seismic isolation portion 1z is set in a state in which it can be easily displaced in the horizontal direction and can exhibit the seismic isolation effect, thereby preventing the rubber of the seismic isolation rubber device 5A from being broken. In addition, the vibration of the composite building 1 can be attenuated by the attenuation function of the oil damper device 5C. When the acceleration exceeding the predetermined value is not detected, the damping function of the oil damper device 5C does not work and the seismic isolation part 1z is maintained in a state having high rigidity, so that the seismic isolation part 1z is displaced in the horizontal direction. It is difficult, and the complex building 1 is difficult to shake.

  That is, as the sliding support device 5B and the oil damper device 5C, those having characteristics as shown in FIG. 8 are used. The vertical axis V represents the horizontal load P (W) applied to the sliding support device 5B in the case of the sliding bearing device 5B, and the damping force (KN) in the case of the oil damper device 5C. The horizontal axis H is the horizontal deformation amount δ (cm) of the sliding support device 5B in the case of the sliding support device 5B, and the response speed (cm / s) of the seismic isolation portion 1z in the case of the oil damper device 5C. That is, as the sliding support device 5B and the oil damper device 5C, those having a structure that does not perform seismic isolation even when receiving acceleration energy of a predetermined value (for example, 5 gal) or less are used. In other words, the sliding bearing device 5B configured to prevent deformation of the seismic isolation portion 1z by frictional force and the lock mechanism (trigger function) against minute vibrations generated during production in the production chamber 2b. By using the oil damper device 5C configured to prevent the deformation of the seismic isolation portion 1z, the vibration disgusting building 2 is configured not to be shaken by the vibration generated during production in the production room 2b. .Vibration that adversely affects semiconductor manufacturing with fine processing on the order of 1 micron can be prevented and productivity can be improved.

According to the composite building 1 of the best mode, the vibration source building 3 and the vibration disagreeable building 2 are connected to each other by the connecting device 4, and further provided with a seismic isolation rubber device 5A, a sliding bearing device 5B, and an oil damper device 5C. By providing the seismic isolation portion 1z, the following effects can be obtained.
Transmission of vibration from the vibration source building 3 which is harmful in the normal semiconductor production to the vibration disagreeable building 2 can be cut off by the vibration cut-off portion by the rubber 4j of the coupling device 4, and productivity can be improved.
By providing the sliding bearing device 5B and the oil damper device 5C that are configured not to perform seismic isolation even when they receive acceleration energy of a predetermined value or less, the building 2 is prevented from shaking due to vibration generated during production in the production room 2b. As a result, harmful vibrations can be suppressed in regular semiconductor production and productivity can be improved.
Since the relative displacement between the vibration source building 3 and the vibration aversion building 2 can be reduced by the coupling device 4, the vibration source building 3 is connected so as to connect the equipment machine 3a of the vibration source building 3 and the production room 2b of the vibration aversion building 2. Further, it is possible to prevent damage or destruction of the pipe 3c such as a duct or a pipe fixed to the vibration dislike building 2. Due to the synergistic action of the coupling device 4 and the seismic isolation device, damage and destruction of the tube 3c can be prevented more effectively.
In the case of an earthquake or the like in which the seismic isolation part 1z receives acceleration energy exceeding a predetermined value, the seismic isolation effect by the seismic isolation part 1z is exerted, and damage to the complex building 1 and the machine can be reduced, so that in the event of an earthquake It is possible to avoid production stoppage damage and to quickly restore the production line.

  In addition, as shown to Fig.9 (a), the vibration source building 3 and the vibration dislike building 2 are mutually connected by the some connection apparatus 4, and the vibration generated in the vibration source building 3 to the vibration dislike building 2 is connected. Transmission can be prevented and relative torsion between the vibration source building 3 and the vibration disagreement building 2 can be prevented. As shown in FIG. 9B, when there are a plurality of vibration source buildings 3 around the vibration aversion building 2, the plurality of vibration source buildings 3 are respectively connected to the vibration aversion building 2 by a plurality of connection devices 4. As shown in FIG. 9C, when there is a vibration aversion building 2X that particularly dislikes vibration inside the vibration aversion building 2, the outer periphery of the vibration aversion building 2X and the inner periphery of the vibration aversion building 2 are By connecting to each other by a plurality of connecting devices 4, it is possible to prevent vibration generated in the vibration source building 3 from being transmitted to the vibration aversion building 2 and the vibration aversion building 2 </ b> X, and the relative twist between the vibration source building 3 and the vibration aversion building 2. In addition, it is possible to prevent relative torsion between the vibration aversion building 2 and the vibration aversion building 2X.

  In the best mode, as shown in FIG. 1, the composite building 1 in which the lower part of the vibration disagreement building 2 and the lower part of the vibration source building 3 are connected to each other by the connecting device 4 is shown, but as shown in FIG. The lower part of the vibration aversion building 2 and the lower part of the vibration source building 3 are connected to each other by the connecting device 4, and the upper part of the vibration aversion building 2 and the upper part of the vibration source building 3 are connected to each other by the connecting device 4. By using the composite building 1, the relative displacement between the vibration source building 3 and the vibration disagreement building 2 can be further reduced, and damage and destruction of the pipe 3c can be more effectively prevented.

The vibration blocking portion of the coupling device 4 may be formed by a spring.
You may use the connection apparatus 4 of the structure which has arrange | positioned rubber | gum between the upper surface 4p of the hole 4i, and the lower surface 4r of the arm part 4h.
The coupling device 4 may be constituted by a pin member made of a rod body not shown and the two female members 4b. That is, one female member 4b is attached to one of the vibration aversion building 2 or the vibration source building 3 so that the pin fitting portions 4m of the two female members 4b are vertically connected, and the other female member 4b is attached to the vibration aversion building 2. Alternatively, it is attached to the other side of the vibration source building 3, and the two female members 4b are connected to each other by the pin members by fitting the pin members inside the rubber 4j of the pin fitting portions 4m from above the two pin fitting portions 4m. You may use the connection apparatus 4 of the structure connected. According to the connecting device 4, since the pin member can be fitted into the pin fitting portion 4m after the two female members 4b are attached, the connecting work is facilitated.

  In the best mode, the composite building 1 includes a seismic isolation rubber device 5A, a sliding bearing device 5B and an oil damper device 5C configured not to perform a seismic isolation operation even when receiving acceleration energy of a predetermined value or less. However, any one or more of the sliding support device 5B and the oil damper device 5C may be configured so as not to perform a seismic isolation operation even when receiving acceleration energy of a predetermined value or less. Moreover, what is necessary is just to set it as the composite building 1 provided with at least the seismic isolation rubber device 5A as the seismic isolation device 5. In this case, if the seismic isolation rubber device 5A provided with the high damping rubber is used, it will generate | occur | produce in the composite building 1. Since the vibration can be attenuated, the composite building 1 can be prevented from shaking due to the vibration, and the productivity can be improved. As the damping device 5, a seismic isolation lead damper device and other damper devices may be used.

  The present invention can also be applied to factories such as liquid crystal product manufacturing factories, precision electronic product manufacturing factories, and complex buildings 1 such as hospitals equipped with operating rooms as vibration-averse buildings 2.

Structural drawing of the complex building (best form). The longitudinal cross-sectional view which shows the connection state of a connection apparatus (best form). The perspective view which shows the external appearance of the connection state of a connection apparatus (best form). (A) is the side view which looked at the external appearance of the connection state of the connection apparatus from the side, (b) is aa sectional drawing (best form) of (a). A longitudinal sectional view of the seismic isolation rubber device (best mode). The longitudinal cross-sectional view (best form) of a sliding support apparatus. The longitudinal cross-sectional view (best form) of an oil damper apparatus. The figure which shows the characteristic of a slide bearing apparatus and an oil damper apparatus (best form). The figure which shows the example of installation of a connection apparatus (best form). The figure which shows the example of installation of a connection apparatus (best form). Structural diagram showing an example of a conventional complex building.

Explanation of symbols

1 complex building, 2 vibration aversion building, 2a production machine (a device that dislikes vibration),
3 vibration source building, 3a equipment machine (vibration generation source), 4 coupling device, 4a male member,
4b Female member, 4e Pin part (rod), 4j Rubber (vibration blocking part), 4k hole,
5 Seismic isolation device, 5A Seismic isolation rubber device, 5B Sliding bearing device (damping device),
5C Oil damper device.

Claims (4)

The vibration aversion building having a device that dislikes vibration and the vibration source building having a vibration generation source are separated from each other, the buildings are connected to each other by a connection device, and the connection device has a hole extending in the vertical direction. Between the female member, the male member having a rod with an outer diameter smaller than the inner diameter of the hole, and the outer peripheral surface of the male member rod inserted inside the hole and the inner peripheral surface of the hole of the female member Provided with a rubber that forms a vibration isolating portion that blocks vibration transmission from the vibration source building to the vibration aversion building , the female member is attached to one of the vibration aversion building or the vibration source building, and the male member is attached to the other As a result, vibration transmission from the vibration source building to the vibration aversion building is prevented, and in the event of an earthquake, the vibration source building and the vibration aversion building are configured to swing in the same direction with the same displacement . A complex building characterized by that. The composite building according to claim 1, wherein a lower part of the vibration-averse building and a lower part of the vibration source building are connected to each other by a connecting device. The composite building according to claim 2 , wherein the upper part of the vibration-averse building and the upper part of the vibration source building are connected to each other by a connecting device. The composite building according to any one of claims 1 to 3 , wherein the vibration aversion building and the vibration source building are individually provided with seismic isolation devices .

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