JP2012162980A - Vibration control building - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a vibration control building having high degree of design freedom, with economical implementation.SOLUTION: A building has a roof part 2 on which a solar cell module panel 3 is installed as a housing facility panel. The top face of the roof part 2 composed of a folded plate having swollen parts 23 at an end has projecting crest parts to which fitting members 7 are fitted, respectively. The solar cell module panel 3 is installed with energy absorption members 5 placed between the respective fitting members 7 and the solar cell module panel 3.

Description

  The present invention relates to a vibration-damping building that reduces building vibration during traffic vibrations, strong winds, or earthquakes.

  Conventionally, in order to reduce building vibration during traffic vibrations, strong winds, or earthquakes, many vibration-damping buildings have been implemented in which passive vibration damping devices are installed on the top floor of the building (for example, Patent Document 1). Etc.).

Japanese Patent Laid-Open No. 10-8770

  However, in the above-described conventional vibration control building, since the vibration control device usually has to be installed on the top floor of the building, the installation location of this vibration control device cannot be used for other purposes. The degree of freedom of design was low.

  Further, since the vibration damping device itself is prepared separately, the cost is increased accordingly.

  Therefore, an object of the present invention is to provide a vibration-damping building that has a high degree of design freedom and can be implemented economically.

  In order to achieve the object, the first vibration-damping building of the present invention is a building in which a panel for housing equipment is installed on a roof portion, and the roof portion has a protrusion on an upper surface thereof, and the protrusion The housing member panel is installed with an energy absorbing member interposed between the housing member panel and the housing member panel.

  Further, in the second vibration-damping building of the present invention, in the building in which the panel for housing equipment is installed on the roof portion, the roof portion has a protruding portion on an upper surface thereof, and an energy absorbing member is interposed in the protruding portion. A fitting member is fitted and the housing equipment panel is installed on the fitting member.

  Here, the energy absorbing member may be a high attenuation member or a metal member having a low yield point.

  Moreover, the 3rd damping building of this invention WHEREIN: In the building in which the panel for housing equipment was installed in the roof part, the said roof part has a protrusion part in the upper surface, and a metal with a low yield point in the said protrusion part The fitting member which consists of is inserted, The said panel for housing equipment is installed on the said fitting member, It is characterized by the above-mentioned.

  Further, according to a fourth vibration-damping building of the present invention, in a building in which a panel for housing equipment is installed on a roof portion, the roof portion has a protruding portion on an upper surface thereof, and a fitting member slides on the protruding portion. The housing equipment panel is movably fitted, and is arranged on the fitting member.

  Here, the roof portion is a folded plate composed of a peak portion and a valley portion having a bulge portion at the tip as the projecting portion, and the fitting member may have a shape that fits into the bulge portion. Good.

  Further, the panel for residential equipment may be a solar cell module panel.

  Further, the residential equipment panel may be a floor slab panel of a balcony.

  The first vibration-damping building of the present invention configured as described above has a configuration in which the panel for housing equipment is installed with the energy absorbing member provided between the roof and the roof, so that the energy absorbing member vibrates. Absorbs energy to reduce building vibration during traffic vibrations, strong winds, or earthquakes, and because the panel for housing equipment is installed on the roof, the design freedom is high and vibration suppression Since it is not necessary to prepare the apparatus itself separately, it can be implemented economically.

  Moreover, since the 2nd vibration suppression building of this invention comprised in this way becomes a structure by which the panel for housing equipment was installed and provided with the energy absorption member between the roof parts, 1st As with vibration-damping buildings, energy absorption members can absorb vibration energy to reduce building vibrations during traffic vibrations, strong winds, or earthquakes, and because the panel for housing equipment is installed on the roof, Since the degree of freedom of design is high and it is not necessary to separately prepare the vibration damping device itself, it can be implemented economically.

  Here, when the energy absorbing member is a high damping member or a metal member having a low yield point, vibration energy is converted into thermal energy by viscoelastic deformation of the high damping member or plastic deformation of a metal having a low yield point. Can be dissipated and absorbed.

  Moreover, since the 3rd damping building of this invention comprised in this way becomes a structure by which the panel for housing equipment was installed on the fitting member which consists of a metal with a low yield point, it is a yield point. By virtue of plastic deformation of the fitting member made of low metal, vibration energy can be converted into heat energy to be dissipated and absorbed to reduce vibrations of buildings during traffic vibrations, strong winds, earthquakes, etc. As with the vibration-damping building of 2, the housing equipment panel is installed on the roof, so the degree of freedom of design is high, and furthermore, it is not necessary to prepare a vibration damping device separately, so that it can be implemented economically.

  Furthermore, the 4th damping building of this invention comprised in this way becomes a structure by which the panel for housing equipment was installed on the fitting member slidably fitted by the protrusion part of the roof part. Therefore, the vibration energy is absorbed by the friction between the protrusion and the fitting member, and the vibration of the building at the time of traffic vibration, strong wind or earthquake can be reduced. As with the building, since the panel for housing equipment is installed on the roof, the degree of freedom in design is high, and there is no need to separately prepare the vibration damping device itself, so that it can be implemented economically.

  Here, when the roof portion is a folded plate composed of a peak portion and a valley portion having a bulging portion at the tip as a protruding portion, and the fitting member has a shape that fits into the bulging portion, the fitting member There is no need to fix it with bolts.

  Moreover, when the panel for house facilities is a solar cell module panel, a heavy-weight solar cell module panel can be used effectively as a mass of a passive vibration damping mechanism.

  Furthermore, when the panel for residential facilities is a floor slab panel of a balcony, the floor slab panel of a heavy weight balcony can be effectively used as a mass of a passive vibration control mechanism.

It is a perspective view which shows schematic structure of the vibration suppression building of this invention which used the solar cell module panel as a panel for housing | casing facilities. It is a side view which shows schematic structure of the principal part in the damping building of Example 1. FIG. It is a perspective view which shows schematic structure of the roof part of the folded plate used by this invention. It is a perspective view which shows schematic structure of the fitting member of Example 2. FIG. It is a side view which shows schematic structure of the principal part in the damping building of Example 2. FIG. FIG. 6 is a perspective view showing a schematic configuration of a fitting member of Example 3. It is a side view which shows schematic structure of the principal part in the damping building of Example 3. FIG. It is a side view which shows schematic structure of the principal part in the damping building of Example 4. FIG. It is a side view which shows schematic structure of the principal part in the damping building of Example 5. FIG. It is a perspective view which shows schematic structure of the damping building of this invention which used the floor slab panel of the balcony as a panel for house facilities. It is a side view which shows schematic structure of the principal part in the damping building of Example 6. FIG.

  Hereinafter, the best mode for realizing the vibration-damping building of the present invention will be described based on Examples 1 to 10 shown in the drawings.

  First, the vibration-damping building of Example 1 is demonstrated.

  The vibration-damping building of Example 1 is implemented in a building 1 in which a plurality of solar cell module panels 3,... As housing equipment panels are installed on the roof portion 2 illustrated in FIG.

  Here, the roof part 2 is a normal land roof.

  First, as shown in FIG. 2, the lower surface of the plate-shaped energy absorbing member 5 is fixed to the roof portion 2 at the four corner positions where the solar cell module panel 3 is installed in advance with a strong adhesive or the like. The fixed metal fittings 4... As the supporting parts are attached with bolts 6.

  And the solar cell module panel 3 is fixed and installed on the upper surface of the flat plate-shaped energy absorbing members 5... Fixed to the fixing brackets 4. .

  Thus, the solar cell module panel 3 is configured such that the energy absorbing members 5,... Are installed between the fixing brackets 4,. .

  Here, an acrylic high attenuation member is used for the energy absorbing member 5. As this high damping member, in addition to acrylic, styrene, butyl rubber, or a combination of these is preferably used.

  For the energy absorbing member 5, a metal member having a low yield point such as a low yield point steel or an extremely low yield point steel is also preferably used.

  Furthermore, the natural frequency is estimated from the weight and rigidity of the building 1 in advance according to the amount of use of members (columns / beam members, outer wall / inner wall members, etc.) constituting the building 1. The rigidity of the energy absorbing member 5 is determined by a spring that matches the approximate natural frequency of the building 1 from the weight of the solar cell module panel 3 so that the solar cell module panel 3 functions as a mass of a passive vibration damping mechanism. It is set to have viscoelasticity or plasticity.

  Here, the weight of the solar cell module panel 3 is set to about 0.5 to 3.0% of the total weight of the building 1 and its natural frequency needs to be adjusted to be substantially the same as the approximate natural frequency of the building. There is.

  For example, when the weight of the building 1 is about 30 tons (30000 kg), the solar cell module panel 3 of a general solar cell capacity 3 kW system has a weight of 300 to 450 kg, so that the weight itself is necessary and sufficient.

Therefore, in some cases, in order to make the natural frequency of the solar cell module panel 3 substantially the same as the approximate natural frequency of the building 1, a heavy object is added to the solar cell module panel 3, or the solar cell module panel 3 is Connect several.
(1) The vibration-damping building of Example 1 configured as described above has a configuration in which the solar cell module panel 3 is installed with the energy absorbing members 5,. Therefore, vibration energy can be absorbed by the energy absorbing members 5,... To reduce building vibration during traffic vibrations, strong winds, or earthquakes.
(2) Moreover, since the solar cell module panel 3 is installed in the roof part 2, the freedom degree of design is high.
(3) Furthermore, since it is not necessary to separately prepare the vibration damping device itself, it can be implemented economically.
(4) Specifically, since the energy absorbing members 5, ... are high damping members or metal members having a low yield point, the viscoelastic deformation of the high damping members or the plastic deformation of the metal having a low yield point Vibration energy can be converted into heat energy to be dissipated and absorbed.
(5) Moreover, the heavy solar cell module panel 3 can be effectively used as a mass of a passive vibration damping mechanism.

  Next, the vibration control building of Example 2 is demonstrated.

  The vibration-damping building of Example 2 is also implemented in the building 1 in which a plurality of solar cell module panels 3,... As housing equipment panels are installed on the roof portion 2 illustrated in FIG.

  Here, as shown in FIG. 3, the roof portion 2 is a folded flat roof made up of mountain portions 21,... And valley portions 22,. It is.

  First, as shown in FIG. 5, on the roof portion 2 of the folded plate, at the positions of the four corners where the solar cell module panel 3 is installed, on the upper end surfaces of the fitting members 7,. A plate-shaped energy absorbing member 5 whose lower surface is fixed in advance with a strong adhesive or the like is fitted into the bulging portions 23 of the ridges 21.

  And the solar cell module panel 3 is fixed and installed with a strong adhesive or the like on the upper surfaces of the plate-like energy absorbing members 5,... Fixed to the fitting members 7,. To do.

  Thus, the solar cell module panel 3 is configured such that the energy absorbing members 5 are interposed between the fitting members 7 provided on the roof portion 2 of the building 1. Yes.

  That is, the roof portion 2 is a folded plate composed of a ridge portion 21,... Having a bulging portion 23 at the tip, and a valley portion 22,. This is mainly different from the first embodiment. Since other configurations are substantially the same as those in the first embodiment, the corresponding components are denoted by the same reference numerals and description thereof is omitted.

The damping building of the second embodiment configured as described above has the following effects in addition to substantially the same effects as (1) to (5) of the first embodiment.
(6) That is, the roof portion 2 is a folded plate composed of a mountain portion 21,... Having a bulging portion 23 at the tip and a valley portion 22,. Is a shape that fits into the bulging portions 23,... Of the ridges 21,. It is not necessary to bother to fix it with bolts etc., and workability is good.

  Next, the damping building of Example 3 is demonstrated.

  The vibration-damping building of Example 3 is also implemented in the building 1 in which a plurality of solar cell module panels 3,... As housing equipment panels are installed on the roof portion 2 illustrated in FIG.

  Here, as shown in FIG. 3, the roof portion 2 is a folded flat roof made up of mountain portions 21,... And valley portions 22,. It is.

  First, as shown in FIG. 7, the lower surface of the flat energy absorbing member 5 is fixed to the four corner positions where the solar cell module panels 3 are installed in the mountain portions 21 of the folded roof portion 2. Keep it.

  Subsequently, the fitting portion is longer from the upper surface of each plate-shaped energy absorbing member 5 by the thickness H of the energy absorbing member 5 than the fitting member 7 shown in FIG. The fitting member 70 is fitted and attached to the bulging portions 23 of the mountain portions 21.

  Here, a space between the upper surface of each flat energy absorbing member 5 and the lower surface of the fitting member 70 is fixed with a strong adhesive or the like.

  And the solar cell module panel 3 is fixed and installed with the strong adhesive etc. on the upper surface of the fitting members 70 and ... provided in the roof part 2. FIG.

  Thus, the solar cell module panel 3 is a fitting member in a state where the energy absorbing members 5,... Are interposed between the mountain portions 21 of the roof portion 2 of the building 1 and the fitting members 70,. It is set as the structure installed in the upper surface of 70, ....

  That is, the positions where the energy absorbing members 5,. Since other configurations are substantially the same as those of the second embodiment, the corresponding components are denoted by the same reference numerals and description thereof is omitted.

  The vibration-damping building of Example 3 configured as described above has substantially the same effects as (1) to (5) of Example 1 and (6) of Example 2.

  Next, the damping building of Example 4 is demonstrated.

  The damping building of the fourth embodiment is also implemented in the building 1 in which a plurality of solar cell module panels 3,... As housing equipment panels are installed on the roof portion 2 illustrated in FIG.

  Here, as shown in FIG. 3, the roof portion 2 is a folded flat roof made up of mountain portions 21,... And valley portions 22,. It is.

  First, as shown in FIG. 8, the fitting shown in FIG. 4 of Example 2 is performed at the four corner positions where the solar cell module panels 3 are installed in the mountain portions 21,... The fitting members 71,... Made of steel having the same yield shape as the metal 7 and having a low yield point are fitted into the bulging portions 23,. Install it.

  And the solar cell module panel 3 is fixed and installed on the upper surface of the fitting members 71 provided on the roof portion 2 with a strong adhesive or the like.

  Thus, the solar cell module panels 3,... Are formed on the upper surfaces of the fitting members 71,... Made of the extreme yield point steel fitted into the bulging portion 23 of the mountain portion 21 of the roof portion 2 of the building 1. It is supposed to be installed.

  Here, although the extreme yield point steel is used for the fitting member 71 made of a metal having a low yield point, the present invention is not limited to this, and the vibration energy is converted into thermal energy by plastic deformation such as a low yield point steel. Thus, those that can be diffused and absorbed are preferably used.

  That is, the main difference from the second embodiment is that the fitting member 71 made of a metal having a low yield point serves as both the fitting member 7 and the energy absorbing member 5. Since other configurations are substantially the same as those of the second embodiment, the corresponding components are denoted by the same reference numerals and description thereof is omitted.

  Since the vibration-damping building of Example 4 configured in this way has a configuration in which the solar cell module panel 3 is installed on the fitting members 71,... Made of metal having a low yield point, The vibration of the building 1 during traffic vibrations, strong winds, or earthquakes is reduced by converting vibration energy into heat energy and dissipating it by plastic deformation of the fitting members 71 made of a metal with a low yield point. it can.

  Moreover, there exists an effect substantially the same as (2), (3), (5) of Example 1, and (6) of Example 2.

  Next, the damping building of Example 5 is demonstrated.

  The vibration-damping building of Example 5 is also implemented in the building 1 in which a plurality of solar cell module panels 3,... As housing equipment panels are installed on the roof portion 2 illustrated in FIG.

  Here, as shown in FIG. 3, the roof portion 2 is a folded flat roof made up of mountain portions 21,... And valley portions 22,. It is.

  First, as shown in FIG. 9, the fitting shown in FIG. 4 of Example 2 is performed at the four corner positions where the solar cell module panels 3 are installed in the mountain portions 21 of the folded roof portion 2. The members 7,... Are slidably fitted into the bulging portions 23,.

  And the solar cell module panel 3 is fixed and installed with the strong adhesive etc. on the upper surface of the fitting member 7 ... provided in the roof part 2. FIG.

  Although not shown in the drawings, a stopper mechanism is provided on the mountain portions 21... So that the solar cell module panel 3 slides within a certain range.

  In this way, the solar cell module panel 3 is slidably fitted into the bulging portions 23 of the ridges 21 of the roof 2 of the building 1. It is set as the structure installed in the upper surface.

  Moreover, when the roof part 2 is not a folded plate, you may implement using the fitting member 7 of the shape according to providing the guide rail etc. as a protrusion part in the upper surface of the roof part 2, etc.

  That is, when the fitting members 7,... Slide along the crests 21 of the folded plate roof 2 without the energy absorbing member 5, the fitting members 7. The main difference from the second embodiment is that friction occurs between the ridges 21 and the peak portions 21 and so on, and vibration energy is converted into heat energy and absorbed. Since other configurations are substantially the same as those of the second embodiment, the corresponding components are denoted by the same reference numerals and description thereof is omitted.

  In the vibration-damping building of Example 5 configured as described above, the solar cell module panel 3 is slidable on the bulging portions 23 of the ridges 21 in the folded roof portion 2. Since it is configured to be installed on the fitted members 7,... Fitted, vibration energy is generated by friction between the bulging portions 23,. It can be converted to thermal energy, dissipated and absorbed, and vibration of the building 1 during traffic vibration, strong wind or earthquake can be reduced.

  Moreover, there exists an effect substantially the same as (2), (3), (5) of Example 1, and (6) of Example 2.

  Next, the damping building of Example 6 is demonstrated.

  The vibration-damping building of the sixth embodiment is implemented in the building 10 in which the roof slab 2 illustrated in FIG. 10 is provided with a floor slab panel 30 of a balcony as a panel for house equipment.

  Here, the roof part 2 is a normal land roof.

  Moreover, the handrail wall material 31 is previously provided in the floor slab panel of this balcony.

  First, as shown in FIG. 11, the lower surface of the flat plate-shaped energy absorbing member 5 is fixed to the roof portion 2 at the four corner positions where the floor slab panel 30 of the balcony is installed in advance with a strong adhesive or the like. The fixed metal fittings 4... As the supporting parts are attached with bolts 6.

  And the floor slab panel 30 of the balcony is fixed on the upper surface of the flat plate-like energy absorbing members 5,... Fixed to the fixing brackets 4,. To do.

  Thus, the floor slab panel 30 of the balcony is configured such that the energy absorbing members 5,... Are interposed between the fixing brackets 4,. Yes.

  Here, an acrylic high attenuation member is used for the energy absorbing member 5. As this high damping member, in addition to acrylic, styrene, butyl rubber, or a combination of these is preferably used.

  For the energy absorbing member 5, a metal member having a low yield point such as a low yield point steel or an extremely low yield point steel is also preferably used.

  Further, the natural frequency is estimated from the weight and rigidity of the building 10 in advance based on the amount of use of members (columns / beam members, outer wall / inner wall members, etc.) constituting the building 10. The rigidity of the energy absorbing member 5 is adjusted to the approximate natural frequency of the building 10 from the weight of the balcony floor slab panel 30 so that the balcony floor slab panel 30 functions as a mass of the passive vibration control mechanism. It is set to have a spring (viscoelasticity or plasticity).

  Here, the weight of the floor slab panel 30 of the balcony is set to about 0.5 to 3.0% of the total weight of the building 10, and its natural frequency is adjusted to be approximately the same as the approximate natural frequency of the building. There is a need.

  For example, when the weight of the building 10 is about 30 tons (30000 kg), the general balcony floor slab panel 30 has a weight of 400 to 800 kg, so that the weight itself is necessary and sufficient.

Therefore, in order to make the natural frequency of the floor slab panel 30 of the balcony substantially equal to the approximate natural frequency of the building 10, the weight of the handrail wall material 31 of the floor slab panel 30 of the balcony is adjusted.
(1) The vibration-damping building of Example 6 configured as described above has a configuration in which a floor slab panel 30 of a balcony is installed with energy absorbing members 5,. Therefore, vibration energy can be absorbed by the energy absorbing members 5,..., And building vibrations during traffic vibrations, strong winds, or earthquakes can be reduced.
(2) Moreover, since the floor slab panel 30 of the balcony is installed in the roof part 2, the freedom degree of design is high.
(3) Furthermore, since it is not necessary to separately prepare the vibration damping device itself, it can be implemented economically.
(4) Specifically, since the energy absorbing members 5, ... are high damping members or metal members having a low yield point, the viscoelastic deformation of the high damping members or the plastic deformation of the metal having a low yield point Vibration energy can be converted into heat energy to be dissipated and absorbed.
(5) Moreover, the floor slab panel 30 and the handrail wall material 31 of a heavy-weight balcony can be used effectively as a mass of a passive vibration damping mechanism.

  Next, the damping building of Example 7 is demonstrated.

  The damping building of the seventh embodiment is also implemented in the building 10 in which the roof slab 2 illustrated in FIG. 10 is provided with a floor slab panel 30 of a balcony as a panel for house equipment.

  Here, as shown in FIG. 3, the roof portion 2 is a folded flat roof made up of mountain portions 21,... And valley portions 22,. It is.

  Moreover, the handrail wall material 31 is previously provided in the floor slab panel of this balcony.

  First, as shown in FIG. 5 of the second embodiment, the fitting member 7 shown in FIG. 4 of the second embodiment is provided at the four corners where the balcony floor slab panel 30 is installed on the folded roof portion 2. ,... In which the lower surface of the plate-shaped energy absorbing member 5 is fixed in advance with a strong adhesive or the like to the bulging portions 23,. Fit and install.

  And the floor slab 30 of the balcony is fixed and installed on the upper surface of the plate-like energy absorbing members 5,... Fixed to the fitting members 7,. To do.

  Thus, the floor slab panel 30 of the balcony is configured such that the energy absorbing members 5,... Are installed between the fitting members 7,. ing.

  That is, the roof portion 2 is a folded plate composed of a ridge portion 21,... Having a bulging portion 23 at the tip, and a valley portion 22,. This is mainly different from the sixth embodiment. In addition, since the other structure is substantially the same as Example 6, the same code | symbol is attached | subjected to a corresponding structure and description is abbreviate | omitted.

The vibration-damping building of Example 7 configured as described above has the following effects in addition to the effects substantially the same as (1) to (5) of Example 6.
(6) That is, the roof portion 2 is a folded plate composed of a mountain portion 21,... Having a bulging portion 23 at the tip and a valley portion 22,. Is a shape that fits into the bulging portions 23,... Of the ridges 21,. It is not necessary to bother to fix it with bolts etc., and workability is good.

  Next, the damping building of Example 8 is demonstrated.

  The vibration-damping building of the eighth embodiment is also implemented in the building 10 in which the roof slab 2 illustrated in FIG.

  Here, as shown in FIG. 3, the roof portion 2 is a folded flat roof made up of mountain portions 21,... And valley portions 22,. It is.

  Moreover, the handrail wall material 31 is previously provided in the floor slab panel of this balcony.

  First, as shown in FIG. 7 of the third embodiment, flat energy absorbing members are provided at the four corner positions where the floor slab panels 30 of the balcony in the ridges 21 of the folded roof 2 are installed. The lower surface of 5 is fixed.

  Then, the figure of Example 3 from which the fitting part is long by the thickness H of the energy absorption member 5 from the upper surface of each flat energy absorption member 5 rather than the fitting member 7 shown in FIG. The fitting member 70 shown in FIG. 6 is fitted and attached to the bulging portions 23 of the ridges 21.

  Here, a space between the upper surface of each flat energy absorbing member 5 and the lower surface of the fitting member 70 is fixed with a strong adhesive or the like.

  And the floor slab panel 30 of a balcony is fixed and installed with the strong adhesive etc. on the upper surface of the fitting members 70 and ... provided in the roof part 2. FIG.

  Thus, the floor slab panel 30 of the balcony is fitted in a state where the energy absorbing members 5,... Are interposed between the ridges 21 of the roof portion 2 of the building 10 and the fitting members 70,. It is set as the structure installed in the upper surface of the members 70 and ....

  That is, the positions where the energy absorbing members 5,. In addition, since the other structure is substantially the same as Example 7, the same code | symbol is attached | subjected to a corresponding structure and description is abbreviate | omitted.

  The vibration-damping building of Example 8 configured as described above has substantially the same effects as (1) to (5) of Example 6 and (6) of Example 7.

  Next, the vibration control building of Example 9 is demonstrated.

  The vibration-damping building of the ninth embodiment is also implemented in the building 10 in which the roof slab 2 illustrated in FIG.

  Here, as shown in FIG. 3, the roof portion 2 is a folded flat roof made up of mountain portions 21,... And valley portions 22,. It is.

  Moreover, the handrail wall material 31 is previously provided in the floor slab panel of this balcony.

  First, as shown in FIG. 8 of the fourth embodiment, at the four corner positions where the floor slab panels 30 of the balcony in the mountain portions 21,... The fitting members 71,... Made of steel having the same yield shape as the fitting member 7 and having a low yield point and having a low yield point, are formed as bulged portions 23,.・ Fit in and install.

  And the floor slab panel 30 of a balcony is fixed and installed with the strong adhesive etc. on the upper surface of the fitting members 71 and ... provided in the roof part 2. FIG.

  Thus, the floor slab panel 30 of the balcony was placed on the upper surface of the fitting members 71,... Made of extreme yield point steel fitted in the bulging portion 23 of the mountain portion 21 of the roof portion 2 of the building 10. It is configured.

  Here, although the extreme yield point steel is used for the fitting member 71 made of a metal having a low yield point, the present invention is not limited to this, and the vibration energy is converted into thermal energy by plastic deformation such as a low yield point steel. Thus, those that can be diffused and absorbed are preferably used.

  That is, the main difference from the seventh embodiment is that the fitting member 71 made of a metal having a low yield point serves as both the fitting member 7 and the energy absorbing member 5. In addition, since the other structure is substantially the same as Example 7, the same code | symbol is attached | subjected to a corresponding structure and description is abbreviate | omitted.

  In the vibration-damping building of Example 9 configured in this manner, the floor slab panel 30 of the balcony is configured on the fitting members 71 made of metal having a low yield point. The vibration energy is converted into heat energy by the plastic deformation of the fitting members 71 made of a metal having a low yield point to dissipate and absorb the vibration of the building 10 at the time of traffic vibration, strong wind or earthquake. Can be reduced.

  In addition, the same effects as those of the sixth embodiment (2), (3) and (5) and the seventh embodiment (6) are obtained.

  Next, the vibration-damping building of Example 10 is demonstrated.

  The vibration-damping building of the tenth embodiment is also implemented in the building 10 in which the roof slab 2 illustrated in FIG.

  Here, as shown in FIG. 3, the roof portion 2 is a folded flat roof made up of mountain portions 21,... And valley portions 22,. It is.

  Moreover, the handrail wall material 31 is previously provided in the floor slab panel of this balcony.

  First, as shown in FIG. 9 of the fifth embodiment, at the four corner positions where the floor slab panels 30 of the balcony in the mountain portions 21... The fitting members 7,... Shown in FIG. 5 are attached so as to be slidable by providing a slight gap 8 in the bulging portions 23,.

  And the floor slab panel 30 of a balcony is fixed and installed with the strong adhesive etc. on the upper surface of the fitting member 7 ... provided in the roof part 2. FIG.

  Although illustration is omitted, a stopper mechanism is provided on the mountain portions 21,... So that the solar cell module panels 3, etc. slide within a certain range.

  Thus, the floor slab panel 30 of the balcony is installed on the upper surface of the fitting members 7,... Slidably fitted into the bulging portion 23 of the mountain portion 21 of the roof portion 2 of the building 10. Has been.

  Moreover, when the roof part 2 is not a folded plate, you may implement using the fitting member 7 of the shape according to providing the guide rail etc. as a protrusion part in the upper surface of the roof part 2, etc.

  That is, when the fitting members 7,... Slide along the crests 21 of the folded plate roof 2 without the energy absorbing member 5, the fitting members 7. The main difference from the seventh embodiment is that friction occurs between the ridges 21 and the ridges 21, and vibration energy is converted into heat energy and absorbed. In addition, since the other structure is substantially the same as Example 7, the same code | symbol is attached | subjected to a corresponding structure and description is abbreviate | omitted.

  In the vibration-damping building of Example 10 configured as described above, the floor slab panel 30 of the balcony is slidable on the bulging portions 23,... Of the ridges 21,. Since it is configured to be installed on the fitting members 7,... Fitted in the vibration energy, vibration energy is generated by friction between the bulging portions 23,. Can be converted into thermal energy to be dissipated and absorbed to reduce vibrations of the building 10 during traffic vibrations, strong winds, or earthquakes.

  In addition, the same effects as those of the sixth embodiment (2), (3) and (5) and the seventh embodiment (6) are obtained.

  The best mode of the present invention has been described in detail based on the embodiments with reference to the drawings, but the specific configuration is not limited to these embodiments, and the design does not depart from the gist of the present invention. Such modifications are included in the present invention.

  For example, in Example 1-10, although the roof part 2 was made into the land roof, it is not limited to this, A gradient roof etc. can implement.

  Here, in Example 2-5 and Example 7-10, the roof of the folded plate which consists of the peak part 21 ... which has the bulging part 23 at the roof part 2, and the trough part 22, ... However, it is not limited to this. In short, the roof portion 2 only needs to have a plurality of protrusions on the upper surface thereof, and can be implemented by, for example, a normal folded plate roof.

  Moreover, in Example 1- Example 10, although only the four corners of the solar cell module panel 3 or the floor slab panel 30 of a balcony as a panel for house facilities were supported, it is not limited to this. In other words, in consideration of the required support stability and vibration control performance, it is carried out by setting the number and the number of areas to be supported and the area to be supported.

  Moreover, in Example 1- Example 5, although the solar cell module panel 3 as a panel for housing | casing facilities was installed horizontally, it is not limited to this, Sunlight hits the solar cell module panel 3 as close to right angle as possible as much as possible. It may be carried out by inclining.

  For example, in Example 1, the solar cell module panel 3 can be installed so as to be inclined so that sunlight is as close to a right angle as possible by elongating the fixing bracket 4 as a support portion on one side.

  Further, in Example 6 to Example 10, as the handrail wall material 31 is provided in advance on the floor slab panel 30 of the balcony as the housing equipment panel, the housing equipment panel according to the present invention has an accessory attached thereto. The provided one is also included.

  Moreover, in Example 1-5, although implemented about only one solar module panel 3, you may implement about several solar module panel 3. FIG.

  Moreover, you may implement combining Examples 1-5.

  For example, since Example 3 and Example 5 are effective when vibration is mainly controlled in the direction of the weak axis of a long and narrow building, it is implemented in combination with Example 1 so that the necessary vibration damping performance can be exhibited. May be.

  Furthermore, Examples 6 to 10 may also be implemented in combination.

1,10 Building 2 Roof 21 Mountain (projection)
22 trough part 23 bulging part 3 solar cell module panel (panel for housing equipment)
30 Balcony floor panel (household panel)
4 Fixing bracket (support)
5 Energy absorbing members 7, 70, 71 Fitting members

Claims (8)

In a building with a panel for housing equipment on the roof,
The roof portion has a protrusion on its upper surface, and a fitting member is fitted in the protrusion.
The vibration control building according to claim 1, wherein an energy absorbing member is interposed between the housing equipment panel and the fitting member. In a building with a panel for housing equipment on the roof,
The roof portion has a protrusion on its upper surface, an energy absorbing member is interposed in the protrusion, and a fitting member is fitted therein,
The house building panel is installed on the fitting member.   The vibration-damping building according to claim 1, wherein the energy absorbing member is a high damping member or a metal member having a low yield point. In a building with a panel for housing equipment on the roof,
The roof portion has a protrusion on the upper surface, and a fitting member made of a metal having a low yield point is fitted into the protrusion,
The house building panel is installed on the fitting member. In a building with a panel for housing equipment on the roof,
The roof portion has a protruding portion on the upper surface, and a fitting member is slidably fitted into the protruding portion,
The house building panel is installed on the fitting member.   The roof portion is a folded plate including a peak portion and a valley portion having a bulge portion at a tip as the projecting portion, and the fitting member has a shape that fits into the bulge portion. The damping building as described in any one of Claims 1 thru | or 5.   The vibration control building according to any one of claims 1 to 6, wherein the housing equipment panel is a solar cell module panel.   The vibration control building according to any one of claims 1 to 6, wherein the housing equipment panel is a floor slab panel of a balcony.