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JP5656043B2 - Building with seismic isolation structure and multilevel parking facilities - Google Patents
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JP5656043B2 - Building with seismic isolation structure and multilevel parking facilities - Google Patents

Building with seismic isolation structure and multilevel parking facilities Download PDF

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JP5656043B2
JP5656043B2 JP2009261095A JP2009261095A JP5656043B2 JP 5656043 B2 JP5656043 B2 JP 5656043B2 JP 2009261095 A JP2009261095 A JP 2009261095A JP 2009261095 A JP2009261095 A JP 2009261095A JP 5656043 B2 JP5656043 B2 JP 5656043B2
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seismic isolation
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慎太朗 堂本
慎太朗 堂本
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Shimizu Corp
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本発明は、超高層集合住宅などの高層建物の中間階免震構造および立体駐車設備付き建物に関するものである。   The present invention relates to an intermediate floor seismic isolation structure for a high-rise building such as a super high-rise apartment house and a building with a multi-story parking facility.

従来、超高層集合住宅などの高層建物を基礎免震構造として建設する場合、杭や免震装置を設置する基礎が地中深く巨大なため、建物敷地内の地中障害物や既存躯体等を大量に破壊し除去していた。このため、建設コストが掛かり、工期が長くなっていた。こうした問題を解決する建物の免震構造として、免震装置を地上階に設置した中間階免震構造が知られている(例えば、特許文献1参照)。   Conventionally, when building a high-rise building such as a super high-rise apartment building as a base-isolated structure, the foundation on which the piles and seismic isolation devices are installed is deep and underground. It was destroyed and removed in large quantities. For this reason, the construction cost was high and the construction period was long. As a seismic isolation structure for a building that solves these problems, an intermediate floor seismic isolation structure in which a seismic isolation device is installed on the ground floor is known (for example, see Patent Document 1).

一方、建物内部に立体駐車場設備を確保した構造が知られている(例えば、特許文献2参照)。図7に示すように、特許文献2の構造は、多層階を有する建物本体1の内部に、その多層階を貫通して上下方向に伸びる中空部2を有し、この中空部2に機械式立体駐車場設備3を備えている。この機械式立体駐車場設備3は、建物本体1の中空部2に防振ゴム4を介して支持されている。   On the other hand, a structure in which a multilevel parking facility is secured inside a building is known (for example, see Patent Document 2). As shown in FIG. 7, the structure of Patent Document 2 has a hollow portion 2 that penetrates the multilayer floor and extends in the vertical direction inside the building body 1 having the multilayer floor. A multi-level parking facility 3 is provided. This mechanical multistory parking lot facility 3 is supported by a hollow portion 2 of a building body 1 through vibration-proof rubber 4.

他方、立体駐車場設備が建物本体から独立した状態で自立している構造が知られている(例えば、特許文献3参照)。図8に示すように、特許文献3の構造は、直方体形状の高層マンション5の内部の中央部に上下方向に伸延する空間部6を形成し、空間部6の外周部が居住部7となっている。機械式立体駐車場設備8は居住部7とは分離され、独立した状態で自立して設けられている。つまり、立体駐車場設備8と居住部7との間は、壁面で剛接合されておらず、立体駐車場設備8の垂直荷重を居住部7の途中階に支持させることがない構造になっている。   On the other hand, a structure in which a multi-story parking facility is independent in a state independent of the building body is known (see, for example, Patent Document 3). As shown in FIG. 8, the structure of Patent Document 3 forms a space portion 6 that extends in the vertical direction at the center of a rectangular solid high-rise apartment 5, and the outer periphery of the space portion 6 becomes a living portion 7. ing. The mechanical multistory parking lot facility 8 is separated from the living part 7 and is provided independently and independently. That is, the space between the multi-story parking facility 8 and the living part 7 is not rigidly joined by the wall surface, and the vertical load of the multi-story parking facility 8 is not supported on the middle floor of the living part 7. Yes.

特開2001−115656号公報JP 2001-115656 A 特開2009−84975号公報JP 2009-84975 A 特開2003−56189号公報JP 2003-56189 A

ところで、超高層集合住宅などの高層建物においては、通常、自立する立体駐車設備(以下、TP(タワーパーク)という。)本体の周囲に600mm程度の隙間を設け、免震装置より上部の建物が地震時に水平変位してもTP本体に接触しないように計画することがある。この場合、TP本体を自立させるために構成部材が増えて構造が大掛かりとなり、コスト増となるおそれがある。また、建物の平面形が法的に制約されること等により建物の外周位置が制限されることがある。この場合、上記の600mm程度の隙間分だけ利用可能面積が減るので、レンタブル比が悪化するおそれがある。   By the way, in high-rise buildings such as super high-rise apartments, a space of about 600 mm is usually provided around the body of a self-supporting three-dimensional parking facility (hereinafter referred to as TP (tower park)), and the building above the seismic isolation device is There are cases where it is planned not to touch the TP body even if it is displaced horizontally during an earthquake. In this case, in order to make the TP main body self-supporting, the number of constituent members increases and the structure becomes large, which may increase the cost. Further, the outer peripheral position of the building may be limited due to legal restrictions on the planar shape of the building. In this case, since the usable area is reduced by the gap of about 600 mm, the rentable ratio may be deteriorated.

一方、超高層集合住宅などの高層建物において、コア部およびTP本体の地上レベル以深に免震装置を設置するとともに、地上階に他の免震装置を設置し、デュアルレイヤー免震構造とすることがある。この場合、TP本体の四周に厚い補強壁を設け、これによって形成される内チューブの構造体と床とによって建物の一体化を図るが、構造的に有効な耐震壁とならず、コストが掛かるおそれがある。また、TP本体が障害となり、構造的に弱点である建物の短辺方向にTP本体を貫通する態様で梁や耐震壁を設置することは困難である。   On the other hand, in high-rise buildings such as high-rise apartment buildings, install a seismic isolation device deeper than the ground level of the core and TP body, and install another seismic isolation device on the ground floor to create a dual-layer seismic isolation structure. There is. In this case, a thick reinforcing wall is provided around the TP body, and the building is integrated by the inner tube structure and the floor formed thereby. However, the structure is not an effective earthquake-resistant wall and costs are increased. There is a fear. Moreover, it is difficult to install a beam or a seismic wall in such a manner that the TP main body becomes an obstacle and penetrates the TP main body in the short side direction of the building which is structurally weak.

本発明は、上記に鑑みてなされたものであって、低コストで建設することができる建物の中間階免震構造および立体駐車設備付き建物を提供することを目的とする。   This invention is made | formed in view of the above, Comprising: It aims at providing the building with a middle floor seismic isolation structure of a building which can be constructed | assembled at low cost, and a multistory parking equipment.

上記した課題を解決し、目的を達成するために、本発明の請求項1に係る建物の中間階免震構造は、建物内に設けられる上下方向に延びた中空部と、前記中空部内に設けられる機械式立体駐車設備と、前記建物の中間階に設けられる中間階免震装置とを備える建物の中間階免震構造において、前記機械式立体駐車設備は、駐車車両を収容するための車庫棚を有するタワーパーク本体と、前記タワーパーク本体の下側に設けられ、下方の車両用の出入り口から上方の前記タワーパーク本体へ駐車車両を昇降するための上下方向に延びた昇降シャフトを有するカーリフト部とを含んで構成され、前記カーリフト部の下部に免震装置を設置し、前記カーリフト部を前記タワーパーク本体から吊り下げて配置し、前記カーリフト部の外周に耐震壁または開口耐震壁を配置し、前記中間階免震装置の上階と下階において、柱の延長上に設けられる前記中間階免震装置を固定するための免震装置固定用基礎と、前記柱の延在方向と直交する方向に延設した梁とを剛接合し、前記梁による架構面を構成し、前記タワーパーク本体の荷重を、前記中間階免震装置上の前記免震装置固定用基礎に剛接合した前記梁による架構面で受けるものであることを特徴とする。 In order to solve the above-described problems and achieve the object, a building intermediate floor seismic isolation structure according to claim 1 of the present invention is provided in a hollow portion extending in the vertical direction provided in the building, and in the hollow portion. In the basement seismic isolation structure of a building comprising a mechanical multilevel parking facility and an intermediate floor seismic isolation device provided on an intermediate floor of the building, the mechanical multilevel parking facility is a garage shelf for accommodating a parked vehicle. And a car lift section provided on the lower side of the tower park main body, and having a lift shaft extending in the vertical direction for raising and lowering the parked vehicle from the lower vehicle entrance to the upper tower park main body is configured to include a preparative, an isolator is placed at the bottom of the front Symbol Karifuto unit, the Karifuto portion arranged suspended from the tower Park body, shear walls also on the outer periphery of the Karifuto portion A seismic isolation base for fixing the intermediate floor seismic isolation device provided on the extension of the pillar on the upper floor and the lower floor of the intermediate floor seismic isolation system by arranging an opening seismic wall; A beam extending in a direction orthogonal to the extending direction is rigidly joined to form a frame surface by the beam, and the load on the tower park body is used to fix the base isolation device on the intermediate floor base isolation device. It is received by a frame surface by the beam rigidly joined to the beam .

また、本発明の請求項2に係る建物の中間階免震構造は、上述した請求項1において、前記建物本体の前記カーリフト部の周面と対向する壁面に、少なくとも地震発生時に前記カーリフト部の周面と当接可能な免制震サポート部材を設けたことを特徴とする。 Moreover, the intermediate floor seismic isolation structure of a building according to claim 2 of the present invention is the above-described structure according to claim 1, wherein the wall surface of the building main body facing the peripheral surface of the car lift portion is at least when the earthquake occurs. A seismic isolation support member capable of contacting the peripheral surface is provided .

また、本発明の請求項3に係る立体駐車設備付き建物は、上述した請求項1または2に記載の建物の中間階免震構造が設けられる建物であって、前記機械式立体駐車設備を備えることを特徴とする。 Moreover, the building with multistory parking equipment which concerns on Claim 3 of this invention is a building in which the intermediate floor seismic isolation structure of the building of Claim 1 or 2 mentioned above is provided, Comprising: The said mechanical multistory parking equipment is provided. It is characterized by that.

また、本発明の請求項4に係る立体駐車設備付き建物は、上述した請求項3において、前記機械式立体駐車設備を備える高層建物であることを特徴とする。 Moreover, the building with three-dimensional parking equipment concerning Claim 4 of this invention is a high-rise building provided with the said mechanical three-dimensional parking equipment in Claim 3 mentioned above.

また、本発明の請求項5に係る立体駐車設備付き建物は、上述した請求項3または4において、前記カーリフト部の車両用の出入り口を地上または地上階近傍に設けたことを特徴とする。 A building with multi-story parking equipment according to claim 5 of the present invention is characterized in that, in claim 3 or 4 described above, an entrance for a vehicle of the car lift portion is provided on the ground or in the vicinity of the ground floor.

また、本発明の請求項6に係る立体駐車設備付き建物は、上述した請求項3〜5のいずれか一つにおいて、前記カーリフト部の車両用の出入り口の隣に車両運転者が通行するための通廊を設けたことを特徴とする。 A building with a multi-story parking facility according to claim 6 of the present invention is the vehicle for passing a vehicle driver next to the vehicle entrance / exit of the car lift unit according to any one of claims 3 to 5 described above. It features a corridor.

また、本発明の請求項7に係る立体駐車設備付き建物は、上述した請求項3〜6のいずれか一つにおいて、駐車車両の方向を転換させるターンテーブルを、前記タワーパーク本体の下部または前記カーリフト部の下部に設けたことを特徴とする。 Moreover, the building with three-dimensional parking equipment according to claim 7 of the present invention is the turntable for changing the direction of the parked vehicle according to any one of claims 3 to 6 described above, It is provided in the lower part of the car lift part.

本発明によれば、建物内に設けられる上下方向に延びた中空部と、前記中空部内に設けられる機械式立体駐車設備と、前記建物の中間階に設けられる中間階免震装置とを備える建物の中間階免震構造において、前記機械式立体駐車設備は、駐車車両を収容するための車庫棚を有するタワーパーク本体と、前記タワーパーク本体の下側に設けられ、下方の車両用の出入り口から上方の前記タワーパーク本体へ駐車車両を昇降するための上下方向に延びた昇降シャフトを有するカーリフト部とを含んで構成され、前記タワーパーク本体の荷重を前記中間階免震装置上の構造体で受ける。   According to this invention, the building provided with the hollow part extended in the up-down direction provided in a building, the mechanical three-dimensional parking equipment provided in the said hollow part, and the intermediate floor seismic isolation device provided in the intermediate floor of the said building In the intermediate floor seismic isolation structure, the mechanical multi-story parking facility includes a tower park main body having a garage shelf for accommodating a parked vehicle, a lower side of the tower park main body, and a lower vehicle entrance and exit. A car lift part having a vertically extending lifting shaft for raising and lowering the parked vehicle to the tower park body above, and the load on the tower park body is a structure on the intermediate floor seismic isolation device receive.

したがって、タワーパーク本体(以下、TP本体という。)は、通常時は本体とタワーパーク柱間にわずかな隙間を設け自立させ、音を伝搬しなくするが、地震時は建物本体にもたれるように挙動するので、構造が大掛かりとならずに済み、完全に自立させるためのコストを削減することができる。また、カーリフト部の鉛直荷重を、TP本体を介して中間階免震装置上の構造体に支持させることができるので、カーリフト部の下側に設ける免震装置を最小にでき、もしくは、完全吊り構造とすれば隙間のみとすることができ、地盤の根切り量を削減することができる。   Therefore, the tower park body (hereinafter referred to as the TP body) normally makes a small gap between the body and the tower park pillar to make it stand alone and prevent sound from propagating. Since it behaves, the structure does not become large, and the cost for making it completely self-supporting can be reduced. In addition, since the vertical load of the car lift can be supported by the structure on the intermediate floor seismic isolation device via the TP body, the seismic isolation device provided under the car lift can be minimized or suspended completely. If the structure is adopted, only the gap can be formed, and the amount of ground cutting can be reduced.

しかも、カーリフト部の断面は、車両一台程度分の面積を確保すれば足りるので、カーリフト部の周りに居室他の用途の室や耐震壁または開口耐震壁等を設けるためのスペースを確保でき、建物のレンタブル比を高めることができる。このため、構造的に有効な耐震壁をカーリフト部の四周に容易に設置することができる。以上のことから、建物の中間階免震構造および立体駐車設備付き建物を低コストで建設することができるという効果を奏する。   In addition, since the cross section of the car lift part only needs to secure an area for about one vehicle, it is possible to secure a space around the car lift part for providing a room for other purposes such as a living room, a seismic wall or an opening seismic wall, The rentable ratio of the building can be increased. For this reason, a structurally effective earthquake resistant wall can be easily installed around the car lift portion. From the above, there is an effect that it is possible to construct a building with an intermediate floor seismic isolation structure and a multilevel parking facility at a low cost.

図1は、本発明に係る建物の中間階免震構造および立体駐車設備付き建物の実施例を示す側断面図である。FIG. 1 is a side sectional view showing an embodiment of a building having an intermediate floor seismic isolation structure and a multi-story parking facility according to the present invention. 図2は、上部階の平面図であり、図1のA−A線に沿った図である。FIG. 2 is a plan view of the upper floor, and is a view along the line AA of FIG. 図3は、下部階の平面図であり、図1のB−B線に沿った図である。FIG. 3 is a plan view of the lower floor, and is a view along the line BB in FIG. 図4は、機械式立体駐車設備の側断面図である。FIG. 4 is a side sectional view of the mechanical multistory parking facility. 図5は、図4のC−C線に沿った平面図である。FIG. 5 is a plan view taken along the line CC of FIG. 図6は、図4のD−D線に沿った平面図である。FIG. 6 is a plan view taken along line DD of FIG. 図7は、従来の建物の中間階に立体駐車場を内蔵させた一例を示す側断面図である。FIG. 7 is a side sectional view showing an example in which a multi-story parking lot is built in an intermediate floor of a conventional building. 図8は、従来の建物の中央部に自立の立体駐車場を内蔵した一例を示す側断面図である。FIG. 8 is a side sectional view showing an example in which a self-supporting multistory parking lot is built in the center of a conventional building.

以下に、本発明に係る建物の中間階免震構造および立体駐車設備付き建物の実施例を図面に基づいて詳細に説明する。なお、この実施例によりこの発明が限定されるものではない。   Embodiments of a building having an intermediate floor seismic isolation structure and a multi-story parking facility according to the present invention will be described below in detail with reference to the drawings. Note that the present invention is not limited to the embodiments.

図1〜図3に示すように、本発明に係る建物の中間階免震構造10は、本発明に係る立体駐車設備付き建物としての高層建物100(以下、建物という。)内に設けられる上下方向に延びた中空部12と、中空部12内に設けられる機械式立体駐車設備14と、建物100の中間階に設けられる中間階免震装置16とを備える。   As shown in FIGS. 1 to 3, an intermediate floor seismic isolation structure 10 of a building according to the present invention is provided vertically in a high-rise building 100 (hereinafter referred to as a building) as a building with multilevel parking facilities according to the present invention. A hollow portion 12 extending in the direction, a mechanical multilevel parking facility 14 provided in the hollow portion 12, and an intermediate floor seismic isolation device 16 provided on an intermediate floor of the building 100 are provided.

機械式立体駐車設備14は、タワーパーク本体18(以下、TP本体という。)と、TP本体18の下側に設けられるカーリフト部20とからなり、TP本体18の鉛直荷重は、中間階免震装置16上の免震装置上部梁54等の構造体22で支持される。   The mechanical multi-story parking facility 14 includes a tower park main body 18 (hereinafter referred to as a TP main body) and a car lift unit 20 provided on the lower side of the TP main body 18. It is supported by a structure 22 such as a seismic isolation device upper beam 54 on the device 16.

TP本体18は、柱24と最下段の梁40を有する直方体状の柱梁構造であり、その内部には、中央の昇降路を挟んだ両側に車両用の駐車スペースが複数に画設された車庫棚を有する(図4)。TP本体18の柱ベース24aの下面を中間階免震装置16の上部の免震装置上部梁54の上面に固定し、TP本体18の鉛直荷重を中間階免震装置16上の免震装置上部梁54等の構造体22で受けさせている。こうすることでTP本体18を構造体22を介して自立させる。   The TP body 18 has a rectangular parallelepiped-shaped column beam structure including a column 24 and a lowermost beam 40, and a plurality of vehicle parking spaces are provided on both sides of the central hoistway. It has a garage shelf (FIG. 4). The lower surface of the column base 24a of the TP body 18 is fixed to the upper surface of the seismic isolation device upper beam 54 above the intermediate floor seismic isolation device 16, and the vertical load of the TP body 18 is applied to the upper part of the seismic isolation device on the intermediate floor seismic isolation device 16. It is received by the structure 22 such as a beam 54. In this way, the TP main body 18 is made independent through the structure 22.

また、TP本体18の外周面と、建物本体100のTP本体18に対向する構造体表面70との間に数10mm程度の隙間を設け、TP本体18を地震時以外は自立させ、防音対策としている。地震発生時には、TP本体18が水平変位して、建物本体100の構造体表面70に接触して凭れ掛かる構造である。   Further, a clearance of about several tens of millimeters is provided between the outer peripheral surface of the TP main body 18 and the structure surface 70 of the building main body 100 facing the TP main body 18 so that the TP main body 18 is self-supported except during an earthquake as a soundproofing measure. Yes. When an earthquake occurs, the TP main body 18 is horizontally displaced and comes into contact with the structure surface 70 of the building main body 100 so that it falls.

カーリフト部20は、四隅に配置した4本の柱28と梁30の柱梁架構による直方体状の昇降シャフト32(図4に示してある)からなり、必要に応じてブレース等で補強して構成してある。昇降シャフト32は、TP本体18に車両を昇降するためのものであり、地上レベルGLまで下げられた下端に車両用の出入り口34(図3に示してある)を有し、地上または地上階レベルからの車の出入りを可能にしている。   The car lift section 20 is composed of a rectangular parallelepiped lifting shaft 32 (shown in FIG. 4) having four columns 28 and beams 30 arranged at four corners, and is reinforced with braces or the like as necessary. It is. The elevating shaft 32 is for elevating and lowering the vehicle to the TP body 18, and has a vehicle entrance / exit 34 (shown in FIG. 3) at the lower end lowered to the ground level GL. It enables the entry and exit of cars from.

また、カーリフト部20の車両用の出入り口階の両側には、図3および図4に示すように、車両運転者が通行するための通廊36が設けてある。通廊36の断面寸法は、人が通行できる大きさであればよく、例えば幅1m、高さ2m程度としてよい。   Further, as shown in FIGS. 3 and 4, a corridor 36 through which a vehicle driver passes is provided on both sides of the vehicle entrance / exit floor of the car lift unit 20. The cross-sectional dimension of the passage 36 may be any size as long as a person can pass through, for example, a width of about 1 m and a height of about 2 m.

昇降シャフト32の柱28の下部には免震装置38が設置され、カーリフト部20を支持している。このカーリフト部20の下の基礎レベルは殆ど下げないでよい。なお、このようにする代わりに、吊り構造として、カーリフト部20と通廊36とをTP本体18の最下段の梁40から吊り下げた構造としてもよい。この場合はさらにカーリフト部20の下の基礎との間はわずかな隙間のみとすることができ、さらに基礎レベルを下げないでよい。   A seismic isolation device 38 is installed below the column 28 of the elevating shaft 32 to support the car lift unit 20. The base level under the car lift 20 may hardly be lowered. Instead of doing this, the car lift portion 20 and the passage 36 may be suspended from the lowermost beam 40 of the TP body 18 as a suspension structure. In this case, furthermore, only a slight gap can be provided between the foundation under the car lift part 20 and the foundation level need not be further lowered.

カーリフト部20は、地震時には建物本体102(免震装置下部)の構造体に当たらないクリアランスSを確保してあり、図3中破線で示したカーリフト部20の移動可能範囲EA内を水平方向に移動できるようになっている。また、建物本体102のカーリフト部20の周面と対向する壁面に、少なくとも地震発生時にカーリフト部20の周面と当接可能な免制震サポート42を設けている。   The car lift 20 has a clearance S that does not hit the structure of the building body 102 (lower seismic isolation device) in the event of an earthquake, and horizontally within the movable range EA of the car lift 20 indicated by a broken line in FIG. It can be moved. Further, a seismic isolation support 42 that can contact at least the peripheral surface of the car lift unit 20 when an earthquake occurs is provided on the wall surface of the building body 102 that faces the peripheral surface of the car lift unit 20.

図4〜図6は、機械式立体駐車設備14の概略図である。図4〜図6に示すように、TP本体18の最下階が建物100のN階に相当するような場合、N階に車両旋回スペース48(ターンテーブル)を設けてある。N階から下側に建物本体102側の有効スペースを確保するには、車両の乗り入れは180°乗り入れ方式が有利である。また、入出庫時間を短縮する場合は、乗り入れ階となる地上レベルGLに車両旋回スペース(ターンテーブル)を設けてもよい。また、TP本体18内に、カウンターウェイトの走行スペース等44およびロープ用の走行スペース等46を設けている。   4 to 6 are schematic views of the mechanical multi-story parking facility 14. As shown in FIGS. 4 to 6, when the lowest floor of the TP body 18 corresponds to the N floor of the building 100, a vehicle turning space 48 (turn table) is provided on the N floor. In order to secure an effective space on the side of the building main body 102 from the Nth floor to the lower side, it is advantageous to enter the vehicle by 180 °. Moreover, when shortening loading / unloading time, you may provide a vehicle turning space (turntable) in the ground level GL used as an entrance floor. Further, a counterweight traveling space 44 and a rope traveling space 46 are provided in the TP body 18.

上記のように構成した立体駐車設備14を利用する場合には、出入り口34(図3に示してある)から車両を出入りさせ、カーリフト部20の昇降シャフト32を介して車両をTP本体18最下階に上昇させ、ターンテーブル48で車の方向を転換させてからTP本体18上部の車庫棚に格納する。なお、このターンテーブル48は、カーリフト部20の地上レベルGLに設置することも可能である。   When the multi-story parking facility 14 configured as described above is used, the vehicle is entered and exited through the entrance / exit 34 (shown in FIG. 3), and the vehicle is placed at the bottom of the TP body 18 via the lifting shaft 32 of the car lift unit 20. The vehicle is raised to the floor and the direction of the vehicle is changed by the turntable 48, and then stored in the garage shelf above the TP body 18. The turntable 48 can be installed on the ground level GL of the car lift unit 20.

図1〜図3に示すように、この建物100は、建物基礎68上に構築され、中間階免震装置16より上方は、柱52と免震装置上部梁54と免震装置固定用基礎50とを剛に接合し、平面的な架構を構成している。また、この建物100は、補助柱56や柱66を有しており、建物の左側に設けられるコア部分58(エレベータ、階段等)の周囲には、地震時変位吸収のためのクリアランスSを確保している。   As shown in FIGS. 1 to 3, the building 100 is constructed on a building foundation 68, and a column 52, a seismic isolation device upper beam 54, and a seismic isolation device fixing base 50 are located above the intermediate floor seismic isolation device 16. Are rigidly joined to form a flat frame. The building 100 also has auxiliary pillars 56 and pillars 66, and a clearance S is secured around the core portion 58 (elevator, stairs, etc.) provided on the left side of the building for absorbing displacement during an earthquake. doing.

図2に示すように、TP本体18は、(4)〜(7)通り、[C]〜[F]通りの免震装置上部梁54で受ける。また、建物のコア部分58は、通り芯で(1)−[D]、(1)−[E]、(3)−[D]、(3)−[E]の柱52のみを下階におろし、免震装置固定用基礎50と接続する。この結果、幅方向、奥行き方向にバランスよく柱52、免震装置上部梁54、免震装置固定用基礎50が配置され、中間階(免震階)にかかる大きな力を建物全体の平面的架構で受けて、中間階免震装置16に合理的に伝えることができる。   As shown in FIG. 2, the TP body 18 is received by the seismic isolation device upper beams 54 of (4) to (7) and [C] to [F]. Moreover, the core part 58 of a building is a street core, and only the pillar 52 of (1)-[D], (1)-[E], (3)-[D], (3)-[E] is a lower floor. Grate and connect to the base 50 for seismic isolation devices. As a result, the column 52, the seismic isolation device upper beam 54, and the seismic isolation device fixing base 50 are arranged in a balanced manner in the width direction and the depth direction, and a large force applied to the intermediate floor (the seismic isolation floor) is applied to the planar structure of the entire building. Can be reasonably communicated to the intermediate floor seismic isolation device 16.

一方、図3に示すように、中間階免震装置16より下部階には、通り芯(4)〜(7)−[C]、[F]間に耐震壁62と免震装置下部梁64を、通り芯(4)〜(7)−[C]、[F]に柱66を配置し、高い耐震性および耐力を確保する。さらに、中間階免震装置16直下に免震装置固定用基礎50と柱52、66と免震装置下部梁64と耐震壁62とを剛に組み接合し、中間階免震装置16より上部階と同様、幅方向、奥行き方向にバランスよく柱52、66、免震装置下部梁64、耐震壁62を配置することによって、高強度の構造体を合理的に構成する。   On the other hand, as shown in FIG. 3, the seismic wall 62 and the seismic isolation device lower beam 64 are provided between the cores (4) to (7)-[C] and [F] below the intermediate floor seismic isolation device 16. Are arranged on the cores (4) to (7)-[C] and [F] to ensure high earthquake resistance and strength. Further, the base 50 for fixing the seismic isolation device, the columns 52 and 66, the lower beam 64 of the seismic isolation device, and the seismic wall 62 are rigidly assembled and joined directly below the intermediate floor seismic isolation device 16. In the same manner as described above, by arranging the columns 52 and 66, the seismic isolation device lower beam 64, and the earthquake-resistant wall 62 in a balanced manner in the width direction and the depth direction, a high-strength structure is rationally configured.

他方、建物のコア部分58については基礎免震構造とし、地上レベルGLより下方にエレベータピットに必要な凹部(イ)を確保する。また、このようにする代わりに、地上レベルGLより上にエレベータピット用空間を確保し、地上レベルGLから上のレベルに設けたエレベータ入り口までエスカレータ等でアクセスすれば、基礎部分は殆ど下げなくてよい。   On the other hand, the core portion 58 of the building has a basic seismic isolation structure, and a recess (A) necessary for the elevator pit is secured below the ground level GL. Also, instead of doing this, if the space for the elevator pit is secured above the ground level GL and the escalator or the like is used to access the elevator entrance provided on the upper level from the ground level GL, the foundation part is hardly lowered. Good.

以上のように、立体駐車設備14を、中間階免震装置16上の構造体22で支持させるTP本体18と、TP本体18から地上レベルGLまでを連絡する細いカーリフト部20とで構成することで、下記の効果を得ることができる。   As described above, the multi-story parking facility 14 is composed of the TP body 18 that is supported by the structure 22 on the intermediate floor seismic isolation device 16 and the thin car lift unit 20 that communicates from the TP body 18 to the ground level GL. Thus, the following effects can be obtained.

第一の効果は、TP本体18は、通常時は本体とタワーパーク柱間にわずかな隙間を設け自立させ、地震時は建物本体100にもたれるように挙動して、構造が大掛かりとならずに済み、完全自立させるためのコストを削減することができる。また、カーリフト部20の鉛直荷重を、TP本体18を介して中間階免震装置16上の構造体22に支持させることで、カーリフト部20の下側に設ける免震装置を最小にでき、もしくは、完全吊り構造とすれば隙間のみとすることができ、凹み(ア)を最小限にでき、地盤の根切り量を削減することができる。このため、建物の施工コストを低減することができる。したがって、建物敷地が狭く既存地中躯体が存在する地域における高層建物の建設に有用であり、解体も含めたトータルコストを低減することもできる。   The first effect is that the TP main body 18 is made to stand by providing a slight gap between the main body and the tower park column at normal times, and leans against the building main body 100 at the time of an earthquake, so that the structure does not become large. The cost for making it completely independent can be reduced. Further, by supporting the vertical load of the car lift unit 20 on the structure 22 on the intermediate floor seismic isolation device 16 via the TP body 18, the seismic isolation device provided below the car lift unit 20 can be minimized, or In the case of a completely suspended structure, only the gap can be formed, the dent (a) can be minimized, and the amount of ground cutting can be reduced. For this reason, the construction cost of a building can be reduced. Therefore, it is useful for construction of a high-rise building in an area where the building site is narrow and existing underground structures exist, and the total cost including demolition can be reduced.

第二の効果は、カーリフト部20の断面が車両一台程度分の小さな面積で足りるので、図3に示すように、カーリフト部20の周りに設備室、居室または他の用途の室等や耐震壁等を設けるための空間利用可能範囲SPを確保でき、建物のレンタブル比を高めることができるとともに、構造的に有効な耐震壁、または開口耐震壁をカーリフト部20の四周に設置することができる。   The second effect is that the cross section of the car lift section 20 is sufficient for a small area of about one vehicle. Therefore, as shown in FIG. A space usable range SP for providing a wall or the like can be secured, the rentable ratio of the building can be increased, and a structurally effective earthquake resistant wall or an opening earthquake resistant wall can be installed around the car lift portion 20. .

第三の効果は、中間階免震装置16の上下階に、建物本体100,102の柱、梁、免震装置固定用基礎、壁柱、耐震壁、または開口耐震壁等を合理的にバランスよく配置できるので、躯体構造の合理化が可能となり、コストを低減することができる。   The third effect is that the pillars and beams of the building main bodies 100 and 102, the foundation for fixing the seismic isolation device, the wall pillar, the seismic wall, or the opening seismic wall are reasonably balanced on the upper and lower floors of the intermediate seismic isolation device 16. Since it can arrange | position well, rationalization of a housing structure is attained and cost can be reduced.

以上説明したように、本発明によれば、建物内に設けられる上下方向に延びた中空部と、前記中空部内に設けられる機械式立体駐車設備と、前記建物の中間階に設けられる中間階免震装置とを備える建物の中間階免震構造において、前記機械式立体駐車設備は、駐車車両を収容するための車庫棚を有するタワーパーク本体と、前記タワーパーク本体の下側に設けられ、下方の車両用の出入り口から上方の前記タワーパーク本体へ駐車車両を昇降するための上下方向に延びた昇降シャフトを有するカーリフト部とを含んで構成され、前記タワーパーク本体の荷重を前記中間階免震装置上の構造体で受ける。   As described above, according to the present invention, a vertically extending hollow portion provided in a building, a mechanical multilevel parking facility provided in the hollow portion, and an intermediate floor waiver provided in an intermediate floor of the building. In the seismic isolation structure of a middle floor of a building including a seismic device, the mechanical multi-story parking facility is provided on a lower side of the tower park main body having a garage shelf for housing a parked vehicle, and a lower side of the tower park main body. And a car lift part having a lifting shaft extending in the vertical direction for raising and lowering the parked vehicle from the vehicle entrance to the tower park body above, and isolating the load on the tower park body from the intermediate floor Received by the structure on the device.

したがって、TP本体は、通常時は本体とタワーパーク柱間にわずかな隙間を設け、自立させ、地震時には建物本体にもたれるように挙動して、構造が大掛かりとならずに済み、完全自立させるためのコストを削減することができる。また、カーリフト部の鉛直荷重を、TP本体を介して中間階免震装置上の構造体に支持させることができるので、カーリフト部の下側に設ける免震装置を最小にでき、もしくは、完全吊り構造とすれば隙間のみとすることができ、地盤の根切り量を削減することができる。   Therefore, the TP main unit normally has a slight gap between the main unit and the tower park pillar, and is self-supporting. In the event of an earthquake, the TP main unit behaves so as to lean against the building main unit, so that the structure does not need to be overwhelmed. The cost can be reduced. In addition, since the vertical load of the car lift can be supported by the structure on the intermediate floor seismic isolation device via the TP body, the seismic isolation device provided under the car lift can be minimized or suspended completely. If the structure is adopted, only the gap can be formed, and the amount of ground cutting can be reduced.

しかも、カーリフト部の断面は、車両一台程度分の小さな面積を確保すれば足りるので、カーリフト部の周りに設備室、居室、他の用途の室や耐震壁、または開口耐震壁等を設けるためのスペースを確保でき、建物のレンタブル比を高めることができるとともに、構造的に有効な耐震壁、または開口耐震壁をカーリフト部の四周に容易に設置することができる。以上のことから、建物の中間階免震構造および立体駐車設備付き建物を効率よく、合理的に提供することができる。   In addition, the cross section of the car lift section needs only to secure a small area for about one vehicle, so that equipment rooms, living rooms, rooms for other uses, earthquake resistant walls, or open earthquake resistant walls are provided around the car lift section. Space can be secured, the rentable ratio of the building can be increased, and a structurally effective seismic wall or open seismic wall can be easily installed around the car lift part. From the above, it is possible to efficiently and rationally provide a building with a middle floor seismic isolation structure and a multilevel parking facility.

以上のように、本発明に係る建物の中間階免震構造および立体駐車設備付き建物は、建物敷地が狭く既存地中躯体が存在する地域における高層建物の建設に有用であり、特に、解体も含めたトータルコストを低減したい場合に適している。   As described above, the building with intermediate floor seismic isolation structure and multi-story parking facilities according to the present invention is useful for the construction of high-rise buildings in areas where the building site is narrow and the existing underground frame exists, It is suitable for reducing the total cost including the cost.

10 建物の中間階免震構造
12 中空部
14 機械式立体駐車設備
16 中間階免震装置
18 タワーパーク本体(TP本体)
20 カーリフト部
22 構造体
24 柱(タワーパーク本体の柱)
24a 柱ベース
28 柱(カーリフト部の柱)
30 梁(カーリフト部の梁)
32 昇降シャフト
34 車両用の出入り口
36 通廊
38 免震装置
40 梁(タワーパーク本体の最下部)
42 免制震サポート
44 カウンターウェイトの走行スペース等
46 ロープ用の走行スペース等
48 車両旋回スペース(ターンテーブル)
50 免震装置固定用基礎
52,66 柱(建物の柱)
54 免震装置上部梁
56 補助柱
58 建物のコア部分
62 耐震壁
64 免震装置下部梁
68 建物基礎
70 建物本体100の構造体表面
100 高層建物(立体駐車設備付き建物)
102 建物本体(免震装置下部)
GL 地上レベル
EA カーリフト部の移動可能範囲
S クリアランス
SP 空間利用可能範囲
10 Building intermediate seismic isolation structure 12 Hollow part 14 Mechanical multilevel parking facility 16 Middle floor seismic isolation device 18 Tower Park body (TP body)
20 Car lift part 22 Structure 24 Pillar (Tower park body pillar)
24a pillar base 28 pillar (car lift part pillar)
30 beams (beams for car lifts)
32 Lifting shaft 34 Entrance / exit for vehicle 36 Corridor 38 Seismic isolation device 40 Beam (the lowest part of the tower park body)
42 Seismic isolation support 44 Counterweight travel space, etc. 46 Rope travel space, etc. 48 Vehicle turning space (turntable)
50 Bases for seismic isolation devices 52,66 Pillars (building columns)
54 Upper beam of seismic isolation device 56 Auxiliary column 58 Core part of building 62 Seismic wall 64 Lower beam of seismic isolation device 68 Building foundation 70 Structure surface of building body 100 100 High-rise building (building with multistory parking equipment)
102 Building body (lower part of seismic isolation device)
GL Ground level EA Car lift part movable range S Clearance SP Space usable range

Claims (7)

建物内に設けられる上下方向に延びた中空部と、
前記中空部内に設けられる機械式立体駐車設備と、
前記建物の中間階に設けられる中間階免震装置とを備える建物の中間階免震構造において、
前記機械式立体駐車設備は、駐車車両を収容するための車庫棚を有するタワーパーク本体と、
前記タワーパーク本体の下側に設けられ、下方の車両用の出入り口から上方の前記タワーパーク本体へ駐車車両を昇降するための上下方向に延びた昇降シャフトを有するカーリフト部とを含んで構成され
前記カーリフト部の下部に免震装置を設置し、
前記カーリフト部を前記タワーパーク本体から吊り下げて配置し、
前記カーリフト部の外周に耐震壁または開口耐震壁を配置し、
前記中間階免震装置の上階と下階において、柱の延長上に設けられる前記中間階免震装置を固定するための免震装置固定用基礎と、前記柱の延在方向と直交する方向に延設した梁とを剛接合し、前記梁による架構面を構成し
前記タワーパーク本体の荷重を、前記中間階免震装置上の前記免震装置固定用基礎に剛接合した前記梁による架構面で受けるものであることを特徴とする建物の中間階免震構造。
A hollow portion extending in the vertical direction provided in the building;
A mechanical multi-story parking facility provided in the hollow part;
In the intermediate floor seismic isolation structure of the building comprising the intermediate floor seismic isolation device provided on the intermediate floor of the building,
The mechanical multi-story parking facility includes a tower park body having a garage shelf for housing a parked vehicle,
A car lift section provided on the lower side of the tower park body, and having a lifting shaft extending in the vertical direction for raising and lowering the parked vehicle from the lower vehicle entrance to the upper tower park body ,
Install a seismic isolation device at the bottom of the car lift,
The car lift part is arranged suspended from the tower park body,
Place a seismic wall or opening seismic wall on the outer periphery of the car lift part,
In the upper and lower floors of the intermediate floor seismic isolation device, a base for seismic isolation device for fixing the intermediate floor seismic isolation device provided on the extension of the column, and a direction orthogonal to the extending direction of the column Rigidly join the beam extended to the frame to construct a frame surface with the beam ,
An intermediate floor seismic isolation structure for a building, which receives the load of the tower park main body on a frame surface that is rigidly joined to the base for fixing the seismic isolation device on the intermediate floor seismic isolation device .
前記建物本体の前記カーリフト部の周面と対向する壁面に、少なくとも地震発生時に前記カーリフト部の周面と当接可能な免制震サポート部材を設けたことを特徴とする請求項1に記載の建物の中間階免震構造。 2. The seismic isolation support member capable of contacting at least a peripheral surface of the car lift portion when an earthquake occurs is provided on a wall surface of the building body facing the peripheral surface of the car lift portion . Seismic isolation structure on the middle floor of the building. 請求項1または2に記載の建物の中間階免震構造が設けられる建物であって、前記機械式立体駐車設備を備えることを特徴とする立体駐車設備付き建物。  It is a building in which the middle floor seismic isolation structure of the building according to claim 1 or 2 is provided, and includes the mechanical multilevel parking facility. 前記機械式立体駐車設備を備える高層建物であることを特徴とする請求項3に記載の立体駐車設備付き建物。  It is a high-rise building provided with the said mechanical multistory parking equipment, The building with multistory parking equipment of Claim 3 characterized by the above-mentioned. 前記カーリフト部の車両用の出入り口を地上または地上階近傍に設けたことを特徴とする請求項3または4に記載の立体駐車設備付き建物。  The building with multi-story parking equipment according to claim 3 or 4, wherein a doorway for vehicles of the car lift part is provided on the ground or in the vicinity of the ground floor. 前記カーリフト部の車両用の出入り口の隣に車両運転者が通行するための通廊を設けたことを特徴とする請求項3〜5のいずれか一つに記載の立体駐車設備付き建物。  The building with multi-story parking facilities according to any one of claims 3 to 5, wherein a corridor for a vehicle driver to pass is provided next to a vehicle entrance / exit of the car lift unit. 駐車車両の方向を転換させるターンテーブルを、前記タワーパーク本体の下部または前記カーリフト部の下部に設けたことを特徴とする請求項3〜6のいずれか一つに記載の立体駐車設備付き建物。  The building with multi-story parking equipment according to any one of claims 3 to 6, wherein a turntable for changing the direction of the parked vehicle is provided at a lower part of the tower park main body or a lower part of the car lift part.
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