JP6534025B2 - Sliding isolation mechanism and ceiling structure - Google Patents

Sliding isolation mechanism and ceiling structure Download PDF

Info

Publication number
JP6534025B2
JP6534025B2 JP2014123460A JP2014123460A JP6534025B2 JP 6534025 B2 JP6534025 B2 JP 6534025B2 JP 2014123460 A JP2014123460 A JP 2014123460A JP 2014123460 A JP2014123460 A JP 2014123460A JP 6534025 B2 JP6534025 B2 JP 6534025B2
Authority
JP
Japan
Prior art keywords
support
ceiling
ceiling material
support portion
sliding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2014123460A
Other languages
Japanese (ja)
Other versions
JP2016003471A (en
Inventor
北村 佳久
佳久 北村
福喜多 輝
輝 福喜多
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Corp
Original Assignee
Shimizu Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shimizu Corp filed Critical Shimizu Corp
Priority to JP2014123460A priority Critical patent/JP6534025B2/en
Publication of JP2016003471A publication Critical patent/JP2016003471A/en
Application granted granted Critical
Publication of JP6534025B2 publication Critical patent/JP6534025B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Building Environments (AREA)
  • Vibration Prevention Devices (AREA)

Description

本発明は、建物の躯体と天井材との間に設置され、天井材や天井材に設置された機器などを免震対象物とする滑り免震機構に関する。   The present invention relates to a sliding seismic isolation mechanism that is installed between a frame of a building and a ceiling material, and uses a ceiling material or a device installed on the ceiling material as a seismic isolation target.

従来、構造床の上に滑り板(下板)を固定し、この下板の上に滑り板(上板)を重ねて設置して、上板が下板上を滑動可能に構成された滑り免震機構において、構造床と上板とを定荷重ばねなどの復元ばねで連結することで、地震が発生した際の上板の変位や残留変位を低減させる滑り免震機構が知られている(例えば特許文献1参照)。
このような滑り免震機構を用いた免震床は、例えば、病院の手術室などに設置されると、地震が発生しても医療活動を継続できるため、多くの適用が見込まれている。
Conventionally, a sliding plate (lower plate) is fixed on a structural floor, and a sliding plate (upper plate) is stacked on the lower plate, and the upper plate can slide on the lower plate. In the seismic isolation mechanism, a sliding isolation mechanism is known that reduces the displacement and residual displacement of the upper plate when an earthquake occurs by connecting the structural floor and the upper plate with a restoring spring such as a constant load spring. (See, for example, Patent Document 1).
If a seismic isolation floor using such a sliding seismic isolation mechanism is installed in, for example, an operating room of a hospital, many applications are expected because medical activities can be continued even if an earthquake occurs.

特開2013−064418号公報JP, 2013-064418, A

ところで、病院の手術室などには、天井から無影灯やモニタなどが吊り下げられており、地震が発生するとこれらの無影灯やモニタなどが大きく揺れることが予想される。このため、地震が発生しても医療活動を継続するには、これらの無影灯やモニタなどの揺れを低減させる必要があり、天井の免震化も望まれている。   By the way, in the operating room of a hospital, a shadowless lamp, a monitor, etc. are suspended from a ceiling, and when an earthquake occurs, it is expected that these shadowless lamps, a monitor, etc. will shake greatly. For this reason, in order to continue medical activities even if an earthquake occurs, it is necessary to reduce the shaking of these operating lights and monitors, and seismic isolation of the ceiling is also desired.

そこで本発明は、地震が発生した際に、天井に取り付けられた無影灯やモニタなどの機器類(免震対象物)の揺れを低減させることができる滑り免震機構を提供することを目的とする。   Therefore, the present invention has an object to provide a sliding seismic isolation mechanism capable of reducing the vibration of equipment (a seismic isolation target) attached to a ceiling such as a surgical light and a monitor when an earthquake occurs. I assume.

上記目的を達成するため、本発明に係る滑り免震機構は、建物の躯体に固定され、該躯体から室内の内側に向かって水平に突出する支持部と、該支持部に下側から支持され、該支持部上を滑り材を介して滑動可能な天井材と、前記躯体または前記支持部と前記天井材とを連結し、前記天井材の前記支持部に対する変位を復元可能な弾性体からなる復元材と、を備え、前記支持部と前記天井材との相対変位を吸収する制震機構を備えず、前記天井材は、前記支持部の下方の前記室内に露出している部分を有し、鉛直荷重が前記支持部のみに支持されていることを特徴とする。
また、本発明に係る天井構造は、建物の躯体に固定され、該躯体から室内の内側に向かって水平に突出する支持部と、該支持部に下側から支持され、該支持部上を滑り材を介して滑動可能な天井材と、前記躯体または前記支持部と前記天井材とを連結し、前記天井材の前記支持部に対する変位を復元可能な弾性体からなる復元材と、を備え、前記支持部と前記天井材との相対変位を吸収する制震機構を備えず、前記天井材は、前記支持部の下方の前記室内に露出している部分を有し、鉛直荷重が前記支持部のみに支持されていることを特徴とする。
In order to achieve the above object, the sliding base isolation mechanism according to the present invention is fixed to a housing of a building and supported from below by a supporting part horizontally projecting from the housing toward the inside of the room and the supporting part. , a slidable ceiling material on the support part via a sliding member, wherein the precursor or the supporting part and connecting the ceiling material, comprising a displacement relative to the support portion of the ceiling material from restorable elastic material comprising a restoring member, and not provided with the vibration control mechanism for absorbing the relative displacement between the ceiling member and the support portion, the ceiling material, have a portion exposed to said chamber below said support portion The vertical load is supported only by the support portion .
Further, the ceiling structure according to the present invention is fixed to a housing of a building, and a supporting portion horizontally projected from the housing toward the inside of the room, supported from the lower side by the supporting portion, and sliding on the supporting portion And a restoration material made of an elastic body capable of restoring the displacement of the ceiling material with respect to the support portion, the ceiling material being slidable through the material, and the casing or the support portion being connected to the ceiling material. not provided with a vibration control mechanism for absorbing the relative displacement between the ceiling member and the support portion, the ceiling material, have a portion exposed to said chamber below said support portion, a vertical load is the support It is characterized by being supported only by

本発明では、天井材が支持部上を滑動可能であるとともに、天井材の支持部に対する変位を復元可能な復元材を備えることにより、地震が発生した際の天井材の揺れを低減させることができる。そして、天井材は、室内に露出している部分を有するため、この部分に免震対象物を取り付けることにより、地震が発生した際に、免震対象物の揺れを低減させることができる。例えば、手術室などにおいて、天井材の室内に露出している部分に、無影灯やモニタなどを取り付けることで、地震が発生しても医療活動を継続できるとともに、地震による無影灯やモニタなどの損傷を防止できる。   In the present invention, the ceiling material can slide on the support portion and the restoration material capable of restoring the displacement of the ceiling material relative to the support portion is provided, thereby reducing the swing of the ceiling material when an earthquake occurs. it can. And since a ceiling material has the part exposed indoors, when an earthquake generate | occur | produces by attaching a seismic isolation subject to this part, it can reduce the shake of a seismic isolation subject. For example, in operating rooms and the like, by attaching a shadowless lamp or monitor to the ceiling material exposed to the room, medical activities can be continued even if an earthquake occurs, and the shadowless lamp or monitor caused by the earthquake Etc. can be prevented.

また、本発明に係る滑り免震機構では、前記天井材は、平面視における外周部分が前記滑り材を介して前記支持部の上部に位置し、平面視における中央部分の下面が前記室内に露出していてもよい。
また、本発明に係る滑り免震機構では、前記復元材は、前記天井材の上方に設けられていてもよい。
また、本発明に係る滑り免震機構では、前記復元材は、定荷重ばねのばね反力を利用して前記天井材の前記支持部に対する変位を復元可能に構成されている。
定荷重ばねは、ばね反力が変形量に依存せずに一定のばね反力で変形可能であることにより、支持部に対する天井材の変位量にかかわらず、一定のばね反力で天井材を復元させることができ、天井材を原位置に復元させるためのばね反力が最適な値よりも大きかったり小さかったりすることがないため、天井材を確実に原位置に復元させることができる。
Further, in the sliding base isolation mechanism according to the present invention, in the ceiling material, an outer peripheral portion in plan view is positioned above the support portion via the sliding member, and a lower surface of a central portion in plan view is exposed to the room It may be done.
Moreover, in the sliding base isolation mechanism according to the present invention, the restoration material may be provided above the ceiling material.
Further, in the sliding base isolation mechanism according to the present invention, the restoration material is configured to be able to restore the displacement of the ceiling material with respect to the support portion using a spring reaction force of a constant load spring.
The constant force spring can deform the ceiling material with a constant spring reaction force regardless of the displacement amount of the ceiling material with respect to the support portion because the spring reaction force can be deformed with a constant spring reaction force without depending on the deformation amount. The ceiling material can be restored to the original position because the spring reaction force for restoring the ceiling material to the original position is not larger or smaller than the optimum value.

天井材が支持部上を滑動可能であるとともに、天井材の支持部に対する変位を復元可能な復元材を備えることにより、地震が発生した際の天井材の揺れを低減させることができる。そして、天井材は、室内に露出している部分を有するため、この部分に免震対象物を取り付けることにより、地震が発生した際に、免震対象物の揺れを低減させることができる。   Since the ceiling material can slide on the support portion and the restoration material capable of restoring the displacement of the ceiling material relative to the support portion is provided, it is possible to reduce the swing of the ceiling material when an earthquake occurs. And since a ceiling material has the part exposed indoors, when an earthquake generate | occur | produces by attaching a seismic isolation subject to this part, it can reduce the shake of a seismic isolation subject.

本発明の実施形態による滑り免震機構が設置された手術室の一例を示す図である。It is a figure which shows an example of the operating room in which the slide base isolation mechanism by embodiment of this invention was installed. 図1のA−A線断面図である。It is the sectional view on the AA line of FIG. 図1のB部分の拡大図である。It is an enlarged view of B part of FIG. 図1のC−C線断面図である。It is the CC sectional view taken on the line of FIG.

以下、本発明の実施形態による滑り免震機構について、図1乃至図4に基づいて説明する。
図1および図2に示すように、本実施形態による滑り免震機構1は、耐震構造の建物11の病院の手術室12に設置されていて、建物11の梁材(躯体)13に固定された支持部2と、支持部2の上方に設置された天井材3と、支持部2の上面に固定された鋼板4と、天井材3の下面に設置されて鋼板4上を滑動可能な滑り材5と、支持部2と天井材3とを連結し、支持部2に対する天井材3の水平方向の変位を復元させる復元材6と、を備えている。
本実施形態による手術室12は、平面視略長方形状に形成されていて、外縁部全周に梁材13が配置されている。
Hereinafter, a sliding base isolation mechanism according to an embodiment of the present invention will be described based on FIGS. 1 to 4.
As shown in FIG. 1 and FIG. 2, the sliding base isolation mechanism 1 according to the present embodiment is installed in the operating room 12 of the hospital of the building 11 of the earthquake resistant structure and fixed to the beam (housing) 13 of the building 11 The supporting portion 2, the ceiling material 3 installed above the supporting portion 2, the steel plate 4 fixed to the upper surface of the supporting portion 2, and the sliding which is installed on the lower surface of the ceiling material 3 and can slide on the steel plate 4 The material 5 and the restoration material 6 which connects the support part 2 and the ceiling material 3 and restores the horizontal displacement of the ceiling material 3 with respect to the support part 2 are provided.
The operating room 12 by this embodiment is formed in planar view substantially rectangular shape, and the beam 13 is arrange | positioned around an outer edge whole periphery.

図3に示すように、支持部2は、梁材13(図1参照)から手術室12側に突出する板状の部材で、梁材13から片持ち状態に突出する支持部下地鉄骨21と、これらの支持部下地鉄骨21の下端部に貼りつけられた板状の支持部仕上げ材22と、を有している。
図1および図2に戻り、支持部2は、平面視において、外縁部が略長方形状で、中央部に略長方形状の開口部25が形成されている。また、支持部2の上部には、周方向に間隔をあけて複数の溝形鋼などの壁下地鉄骨23が立設していて、これらの壁下地鉄骨23は、上端部が手術室12上方の床スラブ14(図1参照)に固定されている。また、本実施形態では、複数の壁下地鉄骨23の内側には壁材24が貼りつけられている。
As shown in FIG. 3, the support portion 2 is a plate-like member that protrudes from the beam 13 (see FIG. 1) toward the operating room 12, and a support portion base steel 21 that protrudes in a cantilever state from the beam 13. The plate-like support portion finish 22 is attached to the lower end portion of the support portion base steel frame 21.
Referring back to FIGS. 1 and 2, the support 2 has a substantially rectangular outer edge in a plan view, and a substantially rectangular opening 25 is formed in the center. Also, on the upper portion of the support portion 2, wall foundation steel frames 23 of a plurality of grooved steel or the like are erected at intervals in the circumferential direction, and these wall foundation steel frames 23 have upper ends above the operating room 12 Is fixed to the floor slab 14 (see FIG. 1). Further, in the present embodiment, the wall material 24 is attached to the inside of the plurality of wall foundation steel frames 23.

天井材3は、平面視において略長方形状で、その外形が鋼板4の外形よりも小さく形成され、格子状に配置された複数の天井下地鉄骨31(図3参照)と、この複数の天井下地鉄骨31の下端部に貼りつけられた板状の天井仕上げ材32(図3参照)と、を有している。   The ceiling material 3 has a substantially rectangular shape in a plan view, and the outer shape thereof is smaller than the outer shape of the steel plate 4, and has a plurality of ceiling foundation steel frames 31 (see FIG. 3) arranged in a grid shape. It has the plate-like ceiling finish material 32 (refer FIG. 3) stuck on the lower end part of the steel frame 31.

鋼板4は、上方に微小突起が突出するエンボス加工を施した平面視略長方形状のエンボス鋼板などで、支持部2の支持部下地鉄骨21の上面において、配列された複数の壁下地鉄骨23の内側に設置されている。鋼板4は、支持部2の開口部25と重なるように支持部2の開口部25と略同じ大きさの開口部41が形成されている。
これにより、天井材3の下面のうち、支持部2の開口部25および鋼板4の開口部41と上下方向に重なる中央部分33が手術室12の室内に露出することになる。そして、この天井材3の下面の中央部分33には、無影灯やモニタなどの機器15(図1参照)が取り付けられている。
The steel plate 4 is, for example, an embossed steel plate having a substantially rectangular shape in a plan view and substantially rectangular shape in which micro protrusions are projected upward, and the plurality of wall foundation steel members 23 arranged on the upper surface of the support portion foundation steel 21 It is installed inside. In the steel plate 4, an opening 41 having substantially the same size as the opening 25 of the support 2 is formed to overlap the opening 25 of the support 2.
As a result, of the lower surface of the ceiling member 3, the central portion 33 vertically overlapping the opening 25 of the support 2 and the opening 41 of the steel plate 4 is exposed to the room of the operating room 12. Then, a device 15 (see FIG. 1) such as a shadowless lamp or a monitor is attached to a central portion 33 of the lower surface of the ceiling material 3.

滑り材5は、板面が上下方向を向く方向に配置された板材で、上面5a(図3参照)が天井材3の外縁部近傍の領域において天井下地鉄骨31の下面に固定され、下面5b(図3参照)が鋼板4の上面と当接し、この状態で、天井材3とともに鋼板4の上部を滑動可能に構成されている。なお、滑り材5は、複数の部材に分割されていて、複数の天井下地鉄骨31の下面にそれぞれ固定されていてもよいし、1つの部材からなり、複数の天井下地鉄骨31の下面に一体に固定されていてもよい。   The sliding member 5 is a plate member disposed in a direction in which the plate surface is directed in the vertical direction, and the upper surface 5a (see FIG. 3) is fixed to the lower surface of the ceiling foundation steel frame 31 in the region near the outer edge portion of the ceiling member 3. (Refer to FIG. 3) abuts on the upper surface of the steel plate 4, and in this state, it is configured to be able to slide on the top of the steel plate 4 together with the ceiling member 3. The sliding member 5 may be divided into a plurality of members, and may be fixed to the lower surface of the plurality of ceiling foundation steel frames 31, respectively, or is formed of one member and integrated with the lower surfaces of the plurality of ceiling foundation steel frames 31. It may be fixed to

復元材6は、天井材3の天井下地鉄骨31の上面に固定されたケース61内に収容された定荷重ばね62と、定荷重ばね62と支持部2に立設する壁下地鉄骨23とを連結するワイヤ63と、を有している。
復元材6は、定荷重ばね62が変形することによって、支持部2と天井材3との水平方向の相対移動を許容している。
The restoration material 6 includes a constant load spring 62 housed in a case 61 fixed to the upper surface of the ceiling foundation steel frame 31 of the ceiling material 3, and a wall foundation steel frame 23 standing on the constant load spring 62 and the support portion 2. And a wire 63 connected thereto.
The restoration member 6 allows relative relative movement between the support portion 2 and the ceiling member 3 in the horizontal direction by the deformation of the constant load spring 62.

そして、復元材6は、定荷重ばね62に予荷重としての予引張力が与えられていて、地震が生じた際の支持部2に対する天井材3の過大変位を拘束可能であるとともに、支持部2に対して変位した天井材3を原位置に復元可能に構成されている。
このような復元材6は、複数のケース61が天井材3の外縁部近傍に外縁部全体にわたって固定されていて、複数のケースに61にそれぞれ収容された定荷重ばね62が、天井材3の外周に配置された壁下地鉄骨23とそれぞれワイヤ63で連結されている。
The restoration material 6 is given a pre-tension force as a preload to the constant load spring 62, and can restrain excessive displacement of the ceiling material 3 with respect to the support portion 2 when an earthquake occurs, and also supports The ceiling material 3 displaced with respect to the part 2 can be restored to the original position.
In the restoration material 6 as described above, the constant load springs 62, in which the plurality of cases 61 are fixed in the vicinity of the outer edge portion of the ceiling material 3 over the entire outer edge portion and accommodated in the plurality of cases 61 respectively, It is connected with the wall foundation steel frame 23 arrange | positioned by the outer periphery by the wire 63, respectively.

また、本実施形態では、図1および図4に示すように、手術室12の床部16に対しても滑り免震機構7が設置されている。この床部16に設置された滑り免震機構7は、手術室12(図1参照)下方の床スラブ14の上面に敷設された鋼板71と、鋼板71の上面を滑動可能な床材72と、床材72と床スラブ14とを連結し、床スラブ14に対する床材72の水平方向の変位を復元する復元材73と、を備えている。
このような床部16は、地震が発生した際に、床材72の揺れを低減させることができる。なお、床材72は、上部に手術台などの什器17(図1参照)や機器類などが設置可能に構成されている。
Further, in the present embodiment, as shown in FIGS. 1 and 4, the slip isolation mechanism 7 is installed also on the floor portion 16 of the operating room 12. The sliding base isolation mechanism 7 installed on the floor portion 16 comprises a steel plate 71 laid on the upper surface of the floor slab 14 below the operating room 12 (see FIG. 1), and a floor 72 capable of sliding on the upper surface of the steel plate 71. And the floor slab 14 are connected, and the restoration material 73 which restores the horizontal displacement of the floor material 72 with respect to the floor slab 14 is provided.
Such a floor portion 16 can reduce the vibration of the floor material 72 when an earthquake occurs. In the upper part of the floor material 72, the fixtures 17 (see FIG. 1) such as an operating table and the like can be installed.

次に、上述した滑り免震機構1の作用・効果について図面を用いて説明する。
上述した本実施形態による滑り免震機構1では、天井材3が支持部2上を滑動可能であるとともに、天井材3の支持部2に対する変位を復元可能な復元材6を備えることにより、地震が発生した際の天井材3の揺れを低減させることができる。そして、天井材3は、下面の中央部分33が手術室12の室内に露出しているため、この天井材3の下面の中央部分33に無影灯やモニタなどの機器15を取り付けることにより、地震が発生した際に、無影灯やモニタなどの機器15の揺れを低減させることができる。
Next, the operation and effects of the above-described slide and seismic isolation mechanism 1 will be described using the drawings.
In the slide base isolation mechanism 1 according to the present embodiment described above, the ceiling material 3 can slide on the support portion 2 and the restoration material 6 that can restore the displacement of the ceiling material 3 with respect to the support portion 2 is provided. The sway of the ceiling material 3 at the time of occurrence can be reduced. And since the central part 33 of the lower surface of the ceiling material 3 is exposed to the room of the operating room 12, by attaching the device 15 such as a shadowless lamp or a monitor to the central part 33 of the lower surface of the ceiling material 3, When an earthquake occurs, the vibration of the device 15 such as a shadowless lamp or a monitor can be reduced.

また、復元材6には、定荷重ばね62を利用しており、定荷重ばね62は、ばね反力が変形量に依存せずに一定のばね反力で変形可能であることにより、支持部2に対する天井材3の変位量にかかわらず、一定のばね反力で天井材3を復元させることができ、天井材3を原位置に復元させるためのばね反力が最適な値よりも大きかったり小さかったりすることがないため、天井材3を確実に原位置に復元させることができる。   In addition, a constant load spring 62 is used as the restoration member 6, and the constant load spring 62 can be deformed by a constant spring reaction force without depending on the amount of deformation. Regardless of the displacement of the ceiling material 3 relative to 2, the ceiling material 3 can be restored with a constant spring reaction force, and the spring reaction force for restoring the ceiling material 3 to the original position is larger than the optimal value The ceiling material 3 can be reliably restored to the original position because it is not small.

以上、本発明による滑り免震機構の実施形態について説明したが、本発明は上記の実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。
例えば、上記の実施形態では、滑り免震機構1を病院の手術室12に設置しているが、手術室12以外の室や、病院以外の建物に滑り免震機構1を設置してもよい。また、天井材3には、無影灯やモニタなどの機器15以外のものが設置されていてもよい。
また、上記の実施形態では、手術室12は、平面視略長方形状に形成されているが、これ以外の形状に形成されていてもよい。
また、上記の実施形態では、支持部2の上に鋼板4が設置されて、鋼板4鋼板4の上を滑り材5が滑動する構成であるが、鋼板4が設置されずに、支持部2の上を直接滑り材5が滑動する構成としてもよい。
As mentioned above, although embodiment of the slide isolation mechanism by this invention was described, this invention is not limited to said embodiment, It can change suitably in the range which does not deviate from the meaning.
For example, in the above embodiment, the slide base isolation mechanism 1 is installed in the operating room 12 of a hospital, but the slide base isolation mechanism 1 may be installed in a room other than the operating room 12 or a building other than a hospital . Moreover, things other than apparatuses 15, such as an operating light and a monitor, may be installed in the ceiling material 3. FIG.
Moreover, in said embodiment, although the operating room 12 is formed in planar view substantially rectangular shape, you may be formed in shapes other than this.
In the above embodiment, the steel plate 4 is installed on the support portion 2 and the sliding member 5 slides on the steel plate 4, but the steel plate 4 is not installed. The sliding member 5 may slide directly on the top of the slider.

また、上記の実施形態では、支持部2は、支持部下地鉄骨21と板状の支持部仕上げ材22とを有し、天井材3は、天井下地鉄骨31と板状の天井仕上げ材32とを有する構成であるが、支持部2および天井材3は、下地材が鉄骨以外の材料で形成されていたり、手術室12の室内へ露出する部分が、塗装などによって仕上げられたりしていてもよい。   Moreover, in said embodiment, the support part 2 has the support part foundation steel frame 21 and the plate-shaped support part finish material 22, and the ceiling material 3 has the ceiling foundation steel frame 31 and the plate-like ceiling finish material 32, and However, even if the base material of the support portion 2 and the ceiling material 3 is made of a material other than steel, or the exposed portion of the operation room 12 is finished by painting or the like. Good.

また、上記の実施形態では、復元材6の復元力として定荷重ばね62のばね反力を利用しているが、定荷重ばね62以外の弾性体による反力を利用してもよい。また、復元材6の形態や設置される数は適宜設定されてよい。
また、上記の実施形態では、定荷重ばね62が収容された復元材6のケース61が天井材3に固定されていて、定荷重ばね62と支持部2に立設する壁下地鉄骨23とがワイヤ63で連結されているが、支持部2の上部を天井材3が滑動可能に構成されていれば、定荷重ばね62と建物11の梁材13や床スラブ14などの躯体とが連結されていてもよい。また、定荷重ばね62が収容されたケース61が支持部2や建物11の躯体に固定されて、定荷重ばね62と天井材3とがワイヤ63で連結されている構成としてもよい。
Moreover, in said embodiment, although the spring reaction force of the constant load spring 62 is utilized as a restoring force of the restoration material 6, you may utilize the reaction force by elastic bodies other than the constant load spring 62. FIG. In addition, the form of the restoration material 6 and the number of the restoration materials 6 may be set appropriately.
Further, in the above embodiment, the case 61 of the restoration material 6 in which the constant load spring 62 is accommodated is fixed to the ceiling member 3, and the constant load spring 62 and the wall foundation steel 23 erected on the support portion 2 If the ceiling material 3 is configured to be able to slide on the upper portion of the support portion 2 although connected by the wire 63, the constant load spring 62 is connected to the beam member 13 of the building 11 and the frame such as the floor slab 14 It may be Alternatively, the case 61 in which the constant load spring 62 is accommodated may be fixed to the support 2 or the frame of the building 11, and the constant load spring 62 and the ceiling member 3 may be connected by the wire 63.

また、上記の実施形態では、床部16にも滑り免震機構7を設置しているが、設置されていなくてもよい。また、床部16に免震機構が設置される場合は、本実施形態の滑り免震機構7以外の滑り免震機構としてもよい。   Moreover, in said embodiment, although the slide base isolation mechanism 7 is installed also in the floor part 16, it does not need to be installed. Moreover, when a seismic isolation mechanism is installed in the floor part 16, it is good also as a sliding seismic isolation mechanism other than the sliding isolation mechanism 7 of this embodiment.

1 滑り免震機構
2 支持部
3 天井材
4 鋼板
5 滑り材
6 復元材
11 建物
12 手術室
13 梁材(躯体)
33 中央部分(室内に露出している部分)
62 定荷重ばね
Reference Signs List 1 sliding base isolation mechanism 2 support portion 3 ceiling material 4 steel plate 5 sliding material 6 restoration material 11 building 12 operating room 13 beam material (housing)
33 Center part (part exposed to the room)
62 Constant Load Spring

Claims (5)

建物の躯体に固定され、該躯体から室内の内側に向かって水平に突出する支持部と、
該支持部に下側から支持され、該支持部上を滑り材を介して滑動可能な天井材と、
前記躯体または前記支持部と前記天井材とを連結し、前記天井材の前記支持部に対する変位を復元可能な弾性体からなる復元材と、を備え、
前記支持部と前記天井材との相対変位を吸収する制震機構を備えず、
前記天井材は、前記支持部の下方の前記室内に露出している部分を有し、鉛直荷重が前記支持部のみに支持されていることを特徴とする滑り免震機構。
A support fixed to a housing of the building and horizontally projecting from the housing toward the inside of the room;
A ceiling member supported from the lower side by the support and slidable on the support via a sliding member;
And a restoration material made of an elastic body that connects the casing or the support and the ceiling material, and can restore the displacement of the ceiling material with respect to the support.
It does not have a vibration control mechanism that absorbs relative displacement between the support portion and the ceiling material,
The ceiling material is sliding isolation mechanism, characterized in that have a portion exposed to said chamber below said support portion, the vertical load is supported only by the support portion.
前記天井材は、平面視における外周部分が前記滑り材を介して前記支持部の上部に位置し、平面視における中央部分の下面が前記室内に露出していることを特徴とする請求項1に記載の滑り免震機構。   The ceiling material is characterized in that an outer peripheral portion in a plan view is located at an upper portion of the support portion via the sliding member, and a lower surface of a central portion in a plan view is exposed to the room. Slip isolation system described. 前記復元材は、前記天井材の上方に設けられていることを特徴とする請求項1または2に記載の滑り免震機構。   The said earthquake-resistant material is provided above the said ceiling material, The slide isolation mechanism of Claim 1 or 2 characterized by the above-mentioned. 前記復元材は、定荷重ばねのばね反力を利用して前記天井材の前記支持部に対する変位を復元可能に構成されていることを特徴とする請求項1乃至3のいずれか一項に記載の滑り免震機構。   The said restoration material is comprised so that restoration of the displacement with respect to the said support part of the said ceiling material is possible using the spring reaction force of a constant load spring, It is characterized by the above-mentioned. Sliding seismic isolation mechanism. 建物の躯体に固定され、該躯体から室内の内側に向かって水平に突出する支持部と、
該支持部に下側から支持され、該支持部上を滑り材を介して滑動可能な天井材と、
前記躯体または前記支持部と前記天井材とを連結し、前記天井材の前記支持部に対する変位を復元可能な弾性体からなる復元材と、を備え、
前記支持部と前記天井材との相対変位を吸収する制震機構を備えず、
前記天井材は、前記支持部の下方の前記室内に露出している部分を有し、鉛直荷重が前記支持部のみに支持されていることを特徴とする天井構造。
A support fixed to a housing of the building and horizontally projecting from the housing toward the inside of the room;
A ceiling member supported from the lower side by the support and slidable on the support via a sliding member;
And a restoration material made of an elastic body that connects the casing or the support and the ceiling material, and can restore the displacement of the ceiling material with respect to the support.
It does not have a vibration control mechanism that absorbs relative displacement between the support portion and the ceiling material,
Ceiling structure the ceiling material, which have a portion exposed to said chamber below said support portion, the vertical load is characterized in that it is supported only by the support portion.
JP2014123460A 2014-06-16 2014-06-16 Sliding isolation mechanism and ceiling structure Active JP6534025B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014123460A JP6534025B2 (en) 2014-06-16 2014-06-16 Sliding isolation mechanism and ceiling structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014123460A JP6534025B2 (en) 2014-06-16 2014-06-16 Sliding isolation mechanism and ceiling structure

Publications (2)

Publication Number Publication Date
JP2016003471A JP2016003471A (en) 2016-01-12
JP6534025B2 true JP6534025B2 (en) 2019-06-26

Family

ID=55222966

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014123460A Active JP6534025B2 (en) 2014-06-16 2014-06-16 Sliding isolation mechanism and ceiling structure

Country Status (1)

Country Link
JP (1) JP6534025B2 (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6346551U (en) * 1986-09-12 1988-03-29
JP4246896B2 (en) * 2000-08-21 2009-04-02 株式会社創建 Ceiling edge
JP5150463B2 (en) * 2008-11-20 2013-02-20 瑞基 紙本 Seismic isolation edge, seismic expansion and seismic isolation ceiling repair method
US8209931B2 (en) * 2010-08-21 2012-07-03 Worthington Armstrong Venture Seismic ceiling support
JP5777061B2 (en) * 2011-09-15 2015-09-09 清水建設株式会社 Slip isolation mechanism

Also Published As

Publication number Publication date
JP2016003471A (en) 2016-01-12

Similar Documents

Publication Publication Date Title
JP2014134222A (en) Base isolation member
JP6800289B2 (en) Seismic cable tray hanger device
JP3215370U (en) Damping device for structures
JP6382738B2 (en) Building ceiling structure
JP6534025B2 (en) Sliding isolation mechanism and ceiling structure
KR101914911B1 (en) 3-dimension seismic isolator
JP2013234485A (en) Foot member and base-isolated double floor
JP6877720B2 (en) Vibration damping device for structures
JP2011127384A (en) Base isolation device
JP2014205948A (en) Ceiling structure
JP2014020186A (en) Earthquake-proof ceiling fitting structure
JP5279798B2 (en) Base-isolated floor structure
JP2015094426A (en) Base isolation stand and base isolation device using the same
JP7009726B2 (en) Seismic isolation structure
KR101511746B1 (en) Fastening Structure
JP3138538U (en) Seismic pedestal and stepped wedge for preventing malfunction
JP6199634B2 (en) Seismic isolation support device
JP5852394B2 (en) Seismic isolation device
JP3019057U (en) Earthquake proof equipment
JP2007239422A (en) Expansion joint passage for base-isolated building
KR101373737B1 (en) Screen louver
JP5671167B1 (en) Separating structure of frame gap and support mechanism of partition member
JP2015018030A (en) Supporting leg fastener
JP2014114916A (en) Aseismic base isolation member
JP6560964B2 (en) Damping structure for suspension bracket

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20161207

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20170913

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20171003

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20171130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180403

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180601

RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20181005

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20181204

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190226

A911 Transfer of reconsideration by examiner before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20190305

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190416

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190515

R150 Certificate of patent or registration of utility model

Ref document number: 6534025

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150