JP2017133315A - building - Google Patents

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JP2017133315A
JP2017133315A JP2016016329A JP2016016329A JP2017133315A JP 2017133315 A JP2017133315 A JP 2017133315A JP 2016016329 A JP2016016329 A JP 2016016329A JP 2016016329 A JP2016016329 A JP 2016016329A JP 2017133315 A JP2017133315 A JP 2017133315A
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vibration control
living room
building
room
damping
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JP6800587B2 (en
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雅人 小山
Masahito Koyama
雅人 小山
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Asahi Kasei Homes Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a building capable of reducing influence imparted to a resident by its noise, even if the noise is caused in an earthquake isolation part.SOLUTION: A building 1A wider in the depth K than a frontage F and having a living room 1a and a second storage room 1d, comprises a plurality of outer wall parts 8 arranged along the frontage direction Da being the width direction of the frontage F in a plan view and an earthquake isolation device 11 provided in the outer wall parts 8 and connected to a footing beam 3 and an auxiliary beam, and the second storage room 1d is adjacent to an earthquake isolation wall part 8b provided with the earthquake isolation device 11, and intercepts adjacency of the living room 1a and the earthquake isolation wall part 8b. In this building 1A, since the second storage room 1d intercepts the adjacency of the earthquake isolation wall part 8b and the living room 1a, noise caused in the earthquake isolation device 11 hardly reaches the living room 1a more than when the living room 1a is adjacent to at least the earthquake isolation wall part 8b. As a result of it, influence imparted by noise caused by the earthquake isolation device 11 can be reduced to a resident of mainly passing in the living room 1a.SELECTED DRAWING: Figure 1

Description

本発明は、間口よりも奥行きが広く、居室部と非居室部とを備えた建物に関する。   The present invention relates to a building having a larger depth than a frontage and having a living room portion and a non-living room portion.

従来、制震壁を備えた建物が知られている。例えば、特許文献1には、建物の各階の外壁部分に制震壁を備えた建物が開示されている。   Conventionally, a building having a damping wall is known. For example, Patent Document 1 discloses a building having a damping wall on the outer wall portion of each floor of the building.

特開2001−152695号公報JP 2001-152695 A

制震壁などの制震部を備えた建物では、制震作用を奏する際に制震部で雑音が生じ、その雑音が居住者に違和感等を与える可能性があった。また、小さな振動に応答する制震部を採用する場合は、雑音が発生する頻度が高まる可能性があった。   In a building equipped with a vibration control part such as a vibration control wall, noise is generated in the vibration control part when performing a vibration control action, and the noise may give the residents a sense of incongruity. In addition, when adopting a vibration control unit that responds to small vibrations, the frequency of noise generation may increase.

本発明は、以上の解題を解決することを目的としており、制震部で雑音が生じたとしても、その雑音が居住者に与える影響を低減できる建物を提供することを目的とする。   An object of the present invention is to provide a building that can reduce the influence of noise on a resident even if noise occurs in a vibration control section.

本発明は、間口よりも奥行きが広く、居室部と非居室部とを備えた建物であって、平面視で間口の幅方向である間口方向に沿って配置された一または複数の壁部と、壁部に設けられ、上下の梁に連結された制震部と、を備え、制震部が設けられた壁部は制震壁部であり、非居室部は、制震壁部に隣接すると共に、居室部と制震壁部との隣接を遮っていることを特徴とする。   The present invention is a building having a living room part and a non-residential part wider than the frontage, and one or a plurality of wall parts arranged along the frontage direction which is the width direction of the frontage in a plan view And a vibration control part connected to the upper and lower beams, the wall part provided with the vibration control part is a vibration control wall part, and the non-residential part is adjacent to the vibration control wall part In addition, the adjoining part of the living room and the damping wall is blocked.

本発明は、間口よりも奥行きが広い建物であるので、制震壁部を間口方向に沿って配置することにより、奥行き方向に沿って配置する態様に比べ、制震部による制震機能を、より効果的に発揮させることができる。更に、制震壁部と居室部との隣接を非居室部が遮っているので、少なくとも、制震壁部に居室部が隣接している場合に比べ、制震部で生じる雑音が居室部に到達し難い。その結果、主として居室部で過ごす居住者に対し、制震部で生じる雑音が与える影響を低減できる。   Since the present invention is a building having a larger depth than the frontage, by arranging the vibration control wall portion along the frontage direction, compared to the mode of arranging along the depth direction, the vibration control function by the vibration control portion, It can be exhibited more effectively. Furthermore, since the non-room part blocks the adjoining of the damping wall part and the living room part, at least noise generated in the damping part is generated in the living room part compared to the case where the living room part is adjacent to the damping wall part. Hard to reach. As a result, it is possible to reduce the influence of noise generated in the vibration control part on the occupants mainly spending in the room.

さらに、居室部は居間、及び寝室の少なくとも一方であり、非居室部は収納室であると好適である。クローゼット、物置、またはシュークローク等の収納室には、様々な物が収納されることが想定され、その結果、遮音性の向上に有利である。   Furthermore, the living room is preferably at least one of a living room and a bedroom, and the non-living room is preferably a storage room. In a storage room such as a closet, a storage room, or a shoe cloak, it is assumed that various objects are stored, and as a result, it is advantageous in improving sound insulation.

さらに、制震壁部を挟んで一対の非居室部が配置され、当該一対の非居室部のうち少なくとも一方はピロティであると好適である。居住者がピロティで長時間寛ぐということは想定し難いため、制震壁部に隣接する領域をピロティとすることで、敷地内の空間を有効活用しながら、制震部で生じる雑音が居住者に与える影響を低減し易くなる。   Furthermore, it is preferable that a pair of non-living room portions are arranged with the damping wall portion interposed therebetween, and at least one of the pair of non-living room portions is a piloti. Since it is difficult to assume that the residents will relax for a long time with the piloti, by using the area adjacent to the damping wall as a piloty, the noise generated in the damping part is effectively resident while effectively utilizing the space in the site. It is easy to reduce the influence on the.

また、ピロティに面する出入口を有していてもよい。この場合、非居室部を制震壁部の周辺に効率的に配置でき、結果として居室を配置する際の設計の自由度が向上する。   Moreover, you may have the entrance and exit which faces a piloti. In this case, the non-living room portion can be efficiently arranged around the damping wall portion, and as a result, the degree of freedom in design when arranging the living room is improved.

さらに、制震部は梁のうち補助梁に連結されていてもよい。この場合、制震部の配置にじて補助梁の配置を設計すればよく、居室を配置する際の設計の自由度が向上する。   Furthermore, the vibration control part may be connected to the auxiliary beam among the beams. In this case, it is only necessary to design the arrangement of the auxiliary beams in accordance with the arrangement of the vibration control section, and the degree of design freedom when arranging the living room is improved.

さらに、複数の梁によって囲まれた領域を補強する水平ブレースが設けられており、水平ブレースは、制震部が連結された梁を境界として分割された複数の小ブレース部を有すると好適である。地震等の外力が建物に加わった際、水平力が小ブレース部の境界となる梁を介して制震部に入力され易くなり、その結果、制震部で制震機能を発揮させる上で有利である。   Furthermore, a horizontal brace that reinforces a region surrounded by a plurality of beams is provided, and the horizontal brace preferably has a plurality of small brace portions that are divided with a beam to which the vibration control unit is connected as a boundary. . When an external force such as an earthquake is applied to the building, the horizontal force can be easily input to the vibration control part via the beam that forms the boundary of the small brace part. As a result, it is advantageous for exerting the vibration control function in the vibration control part. It is.

さらに、複数の梁のうち、制震部が連結された制震梁の剛性は、他の梁よりも高いと好適である。制震梁の剛性を高くすることで、制震梁が変形し難くなり、制震部における制震機能の発揮に有利となる。   Furthermore, it is preferable that the rigidity of the seismic control beam to which the seismic control unit is connected is higher than the other beams among the plurality of beams. By increasing the rigidity of the damping beam, the damping beam becomes difficult to be deformed, which is advantageous for exhibiting the damping function in the damping part.

さらに、建物は複数の階層を有しており、制振部は1階のみに設けられていると好適である。1階以外の階層における間取りの制限が緩和されるので、建物全体として居室を配置する際の設計の自由度が向上する。   Furthermore, it is preferable that the building has a plurality of floors and the vibration control unit is provided only on the first floor. Since the floor plan restrictions in the floors other than the first floor are relaxed, the degree of freedom in designing when the rooms are arranged as a whole building is improved.

本発明に係る建物によれば、制震部で生じる雑音が居住者に与える影響を低減できる。   According to the building which concerns on this invention, the influence which the noise which arises in a vibration control part has on a resident can be reduced.

本発明の第1の実施形態に係る建物の1階の概略を示す平面図である。It is a top view which shows the outline of the 1st floor of the building which concerns on the 1st Embodiment of this invention. 本実施形態に係る建物の1階の概略の斜視図である。It is a schematic perspective view of the 1st floor of the building concerning this embodiment. 本実施形態に係る建物の各階の概略を示す平面図であり、(a)は1階の平面図、(b)は2階の平面図、及び(c)は3階の平面図である。It is a top view which shows the outline of each floor of the building which concerns on this embodiment, (a) is a top view of the 1st floor, (b) is a top view of the 2nd floor, and (c) is a top view of the 3rd floor. 本発明の第2の実施形態に係る建物の各階の概略を示す平面図であり、(a)は1階の平面図、(b)は2階の平面図、及び(c)は3階の平面図である。It is a top view which shows the outline of each floor of the building which concerns on the 2nd Embodiment of this invention, (a) is a 1st floor plan, (b) is a 2nd floor plan, and (c) is 3rd floor. It is a top view.

以下、本発明に係る実施の形態について図面を参照しながら具体的に説明する。便宜上、実質的に同一の要素には同一の符号を付し、その説明を省略する場合がある。   Embodiments according to the present invention will be specifically described below with reference to the drawings. For convenience, the same reference numerals are given to substantially the same elements, and the description thereof may be omitted.

図1、図2、及び図3に示されるように、本実施形態に係る建物1Aは、間口Fに対して奥行き方向Dbが広い狭小住宅であり、特に、都市部などの狭小地に建てられる建築物である。狭小住宅の場合、隣地住宅との距離が短くなり易いので、居住性の向上を図るための工夫は非常に重要であり、一方で、道路斜線制限などの法的な制約もあって快適性の向上を図り難いという事情がある。そのため、例え、小さな工夫や改良であっても、快適性を向上させ得ることができれば、その意義は非常に大きい。なお、本実施形態に係る建物1Aは、例えば、間口Fの幅は、2.5m〜6.5mであり、奥行きKの長さは、間口Fよりも広く、6.5m以上であれば特に上限はないが例えば12m以下を意図している。   As shown in FIGS. 1, 2, and 3, the building 1 </ b> A according to the present embodiment is a narrow house having a wide depth direction Db with respect to the frontage F, and is particularly built in a narrow area such as an urban area. It is a building. In the case of a narrow house, the distance to the neighboring house tends to be short, so it is very important to improve the comfort of the house. There is a situation that it is difficult to improve. Therefore, even if it is a small device or improvement, if the comfort can be improved, the significance is very large. In the building 1A according to the present embodiment, for example, the width of the frontage F is 2.5 m to 6.5 m, and the length of the depth K is wider than the frontage F, and is 6.5 m or more. Although there is no upper limit, for example, 12 m or less is intended.

建物1Aは、本体架構2を備え、本体架構2は、コンクリート製の基礎梁3と、水平方向に所定距離離間して基礎梁3に立設された複数の柱6と、柱6間に設けられた主梁4とを備える。基礎梁3は、例えば布基礎であり、水平方向に延在して柱6の下端(柱脚)間にわたって設けられている。柱6は例えば角形鋼管からなり、主梁4は例えばH形鋼からなる。なお、本体架構2は柱勝ち又は梁勝ちのいずれであってもよい。基本的に、基礎梁3と主梁4とは、上下方向において対向するようにして、互いに平行に延在する。すなわち、基礎梁3と主梁4とは、同じ水平方向に延在している。   The building 1 </ b> A includes a main frame 2, and the main frame 2 is provided between a concrete foundation beam 3, a plurality of columns 6 standing on the foundation beam 3 at a predetermined distance in the horizontal direction, and the columns 6. Main beam 4 provided. The foundation beam 3 is, for example, a fabric foundation, and extends in the horizontal direction between the lower ends (column legs) of the columns 6. The column 6 is made of, for example, a square steel pipe, and the main beam 4 is made of, for example, an H-shaped steel. Note that the main frame 2 may be either pillar winning or beam winning. Basically, the foundation beam 3 and the main beam 4 extend parallel to each other so as to face each other in the vertical direction. That is, the foundation beam 3 and the main beam 4 extend in the same horizontal direction.

また、本体架構2は、主梁4間に渡された補助梁5を備えている。補助梁5の両端は、柱6では無く、基本的に主梁4に連結され、主梁4によって支持されている。補助梁5の設置場所や本数等は、建物1Aの間取り、その他の必要性に応じて任意に決定できる。建物1Aについて、1階を例に説明すると、補助梁5は奥行方向の中央部分に配置されており、更に、補助梁5の長手方向は、平面視で間口Fの幅方向である間口方向Daに沿っている。なお、平面視とは、建物1Aを鉛直上方から見た状態を意味する。また、本実施形態に係る補助梁5、主梁4、及び基礎梁3は梁の一態様である。ここで、主梁とは各層における最外周の梁の他、梁の端部が他の梁の中途部に接続された梁以外の梁をいい、補助梁とは梁の端部が他の梁の中途部に接続された梁をいう。一般的に、補助梁は主梁に比べて水平力を負担しにくい配置関係にある。また、基礎梁における補助梁はコンクリート製の他、鉄骨製であってもよい。   The main body frame 2 includes auxiliary beams 5 passed between the main beams 4. Both ends of the auxiliary beam 5 are basically connected to the main beam 4, not the column 6, and are supported by the main beam 4. The installation location and number of the auxiliary beams 5 can be arbitrarily determined according to the layout of the building 1A and other needs. For the building 1A, the first floor will be described as an example. The auxiliary beam 5 is arranged at the center in the depth direction, and the longitudinal direction of the auxiliary beam 5 is the frontage direction Da that is the width direction of the frontage F in plan view. It is along. In addition, planar view means the state which looked at the building 1A from the perpendicular upper direction. Further, the auxiliary beam 5, the main beam 4, and the foundation beam 3 according to the present embodiment are one mode of the beam. Here, the main beam means a beam other than the outermost beam in each layer, a beam other than the beam whose end is connected to the middle of another beam, and the auxiliary beam is the other end of the beam. This is a beam connected to the middle part. In general, the auxiliary beam is in an arrangement relationship that is less likely to bear the horizontal force than the main beam. In addition, the auxiliary beam in the foundation beam may be made of steel in addition to concrete.

建物1Aは、本体架構2の外周に設けられた外壁部8と、屋内の各部屋の空間を区切る間仕切壁部9等を備えている。建物1Aの1階部分には、補助梁5に沿った外壁部8が設けられており、外壁部8の間口方向Daの一方側(図1で示す右側)には出入口となる玄関ドア10が設けられ、他方側(図1で示す左側)には制震装置(制震部)11が設けられている。以下、外壁部8の間口方向Daの一方側を玄関壁部8aと称し、他方側を制震壁部8bと称する。なお、外壁部8及び間仕切壁部9は一または複数の壁部の一態様である。   The building 1 </ b> A includes an outer wall portion 8 provided on the outer periphery of the main body frame 2, a partition wall portion 9 that divides the space of each indoor room, and the like. The first floor portion of the building 1A is provided with an outer wall portion 8 along the auxiliary beam 5. On one side (right side shown in FIG. 1) of the front wall direction Da of the outer wall portion 8, an entrance door 10 serving as an entrance is provided. On the other side (left side shown in FIG. 1), a vibration control device (vibration control unit) 11 is provided. Hereinafter, one side in the frontage direction Da of the outer wall portion 8 is referred to as an entrance wall portion 8a, and the other side is referred to as a vibration control wall portion 8b. In addition, the outer wall part 8 and the partition wall part 9 are one aspect | modes of one or several wall part.

制震装置11は、基礎梁3と補助梁5との間に設けられている。制震装置11は、水平方向及び鉛直方向に沿って配置された面状を呈している。すなわち、制震装置11は、補助梁5と、基礎梁3とによって形成される面内に配置されたパネルである。このような制震装置11は、地震等により建物1Aに水平力が加わった場合に、水平力による振動を効果的に減衰させるための装置である。   The vibration control device 11 is provided between the foundation beam 3 and the auxiliary beam 5. The vibration control device 11 has a planar shape arranged along the horizontal direction and the vertical direction. In other words, the vibration control device 11 is a panel arranged in a plane formed by the auxiliary beam 5 and the foundation beam 3. Such a vibration control device 11 is a device for effectively attenuating vibration caused by a horizontal force when a horizontal force is applied to the building 1A due to an earthquake or the like.

制震装置11は、摩擦力を利用する減衰装置を有する装置である。例えば、制震装置11は、基礎梁3の上面に立設されて上方に向けて突出する立設部材と、補助梁5から下方に向けて垂下する垂下部材とを備える。立設部材及び垂下部材は、いずれも基礎梁3及び補助梁5の架構面に沿って配置されている。立設部材と垂下部材との間には、立設部材と垂下部材とに連結されて振動を減衰させる減衰装置が設けられている。   The vibration control device 11 is a device having a damping device that uses frictional force. For example, the vibration control device 11 includes a standing member that is erected on the upper surface of the foundation beam 3 and protrudes upward, and a hanging member that hangs downward from the auxiliary beam 5. Both the standing member and the hanging member are arranged along the frame surface of the foundation beam 3 and the auxiliary beam 5. Between the standing member and the hanging member, there is provided a damping device that is coupled to the standing member and the hanging member to attenuate the vibration.

なお、制震装置11は、摩擦力を利用する減衰装置を有する態様に限定されず、流体、粘弾性体、弾性体、金属体、回転質量体などを利用する減衰装置を有する態様や、振れ止め機構、変形・座屈防止機構など、制震装置の作動時に金属(塗装されたものを含む)同士が接触しうる部分を有する制震装置11を有する態様であっても良い。   The vibration control device 11 is not limited to a mode having a damping device that uses frictional force, and a mode having a damping device that uses a fluid, a viscoelastic body, an elastic body, a metal body, a rotating mass body, etc. The aspect which has the seismic control apparatus 11 which has a part which metal (including what was painted) can contact at the time of operation | movement of a seismic control apparatus, such as a stop mechanism and a deformation | transformation / buckling prevention mechanism, may be sufficient.

本体架構2には、主梁4によって矩形に囲まれた水平面上の領域を補強する水平ブレース12が設けられている。水平ブレース12で本体架構2を補強することにより、地震等による外力が建物1Aに加わった際、ブレースが設置されている領域の面内変形を防止する。   The main frame 2 is provided with a horizontal brace 12 that reinforces a region on a horizontal plane surrounded by a rectangle by the main beam 4. By reinforcing the main frame 2 with the horizontal brace 12, when an external force due to an earthquake or the like is applied to the building 1A, in-plane deformation of the region where the brace is installed is prevented.

水平ブレースを設ける場合、通常は、主梁によって矩形に囲まれた領域について矩形の頂点部のみに水平ブレースを接続するが、本実施形態に係る水平ブレース12は、制震装置11が連結された補助梁5(制震梁)によって分割された複数の小ブレース部12aを有する。その結果、地震等による外力が建物1Aに加わった際、水平力が小ブレース部12aによって境界となる補助梁5を介して制震装置11に入力され易くなり、すなわち減衰装置位置での立設部材と垂下部材の相対移動距離を確保しやすくなることで、制震装置11で制震機能を発揮させる上で有利である。   When providing a horizontal brace, normally, a horizontal brace is connected only to a vertex of a rectangle in a region surrounded by a rectangle by a main beam. However, the horizontal brace 12 according to the present embodiment is connected to a vibration control device 11. It has a plurality of small brace portions 12a divided by the auxiliary beam 5 (damping beam). As a result, when an external force due to an earthquake or the like is applied to the building 1A, the horizontal force is easily input to the vibration control device 11 via the auxiliary beam 5 that is a boundary by the small brace portion 12a, that is, standing at the position of the attenuation device Since it becomes easy to ensure the relative movement distance of a member and a drooping member, it is advantageous when making the damping device 11 exhibit a damping function.

また、補助梁5は、他の梁、具体的には、主梁4、または制震装置11が連結されていない補助梁に比べて剛性が高い。その結果、地震等による外力が建物1Aに加わった際、補助梁5は変形し難くなり、減衰装置位置での立設部材と垂下部材の相対移動距離を確保しやすくなることで、力が補助梁5を介して効果的に制震装置11に入力され易くなって制震装置11で制震機能を発揮させる上で有利である。   The auxiliary beam 5 has higher rigidity than other beams, specifically, the main beam 4 or the auxiliary beam to which the vibration control device 11 is not connected. As a result, when an external force due to an earthquake or the like is applied to the building 1A, the auxiliary beam 5 becomes difficult to deform, and it becomes easier to secure the relative movement distance between the standing member and the hanging member at the position of the damping device, thereby assisting in the force. This is advantageous in that the seismic control device 11 can effectively input to the seismic control device 11 through the beam 5 and exerts the seismic control function.

なお、他の梁に比べて剛性の高い補助梁5は、他の梁に比べて肉厚が厚い態様、他の梁よりも剛性の高い断面形状からなる態様、または他の梁に比べて剛性が高い材料からなる態様等とすることで実現できる。   The auxiliary beam 5 having higher rigidity than the other beams is thicker than the other beams, has a cross-sectional shape having higher rigidity than the other beams, or has rigidity higher than the other beams. It can be realized by adopting an aspect made of a material having a high value.

建物1Aの1階のうち、外壁部8で囲まれた屋内には、居間や寝室等の居室1a、2階につながる階段部1b、押し入れなどの第1収納室1x、廊下1c、シュークローク等の第2収納室1d、及び玄関1eが設けられている。玄関1eは、玄関壁部8aに隣接し、第2収納室1dは制震壁部8bに隣接して配置されている。居室1a、及び階段部1bは、玄関1eや制震壁部8bから最も離れた奥側に配置されている。第1収納室1xは玄関1eと居室1aとの間に配置されている。また、廊下1cは、玄関1e、第2収納室1d、第1収納室1x、及び居室1aを連絡すべく、奥行き方向Dbに沿って配置されている。また、建物1Aの1階のうち、玄関壁部8aや制震壁部8bの屋外側には、駐車スペース等として利用可能なピロティ1fが隣接して設けられている。玄関ドア10はピロティ1fに面して配置されている。   Of the first floor of the building 1A, the room surrounded by the outer wall 8 is a living room 1a such as a living room or a bedroom, a staircase 1b connected to the second floor, a first storage room 1x such as a closet, a hallway 1c, a shoe cloak, etc. The second storage chamber 1d and the entrance 1e are provided. The entrance 1e is adjacent to the entrance wall 8a, and the second storage chamber 1d is adjacent to the damping wall 8b. The living room 1a and the staircase 1b are arranged on the farthest side farthest from the entrance 1e and the vibration control wall 8b. The first storage room 1x is disposed between the entrance 1e and the living room 1a. The corridor 1c is arranged along the depth direction Db so as to connect the entrance 1e, the second storage room 1d, the first storage room 1x, and the living room 1a. Further, on the first floor of the building 1A, on the outdoor side of the entrance wall portion 8a and the vibration control wall portion 8b, a piloty 1f that can be used as a parking space or the like is provided adjacently. The front door 10 is disposed facing the piloti 1f.

居室1aは、長時間に亘って居住者が滞在し、または寛ぐことを想定した空間であり、居室部の一例である。一方で、第1収納室1x、階段部1b、廊下1c、第2収納室1d、及び玄関1eは、長時間に亘って居住者が滞在し、または寛ぐことを想定した空間ではなく非居室部である。同様にピロティ1fも、長時間に亘って居住者が滞在し、または寛ぐことを想定した空間ではないため、非居室部である。本実施形態では、複数の非居室部のうち、第2収納室1d及びピロティ1fが制震壁部8bに隣接している。   The living room 1a is a space that assumes that a resident stays or relaxes for a long time, and is an example of a living room. On the other hand, the 1st storage room 1x, the staircase part 1b, the hallway 1c, the 2nd storage room 1d, and the entrance 1e are not a space where it is assumed that a resident stays or relaxes for a long time. It is. Similarly, the piloti 1f is a non-residential part because it is not a space that is intended for a resident to stay or relax for a long time. In the present embodiment, among the plurality of non-residential rooms, the second storage room 1d and the piloty 1f are adjacent to the vibration control wall 8b.

なお、詳細の間取り等の図示は省略するが、建物1Aの2階や3階にも居室1aや寝室等の居室部が設けられ、更に、3階にはベランダ1gが設けられている。ベランダ1gは、ピロティ1fの約半分を覆うように配置されている。   In addition, although illustration of a floor plan etc. of details is abbreviate | omitted, living room parts, such as the living room 1a and a bedroom, are provided in the 2nd floor and 3rd floor of the building 1A, and the veranda 1g is further provided in the 3rd floor. The veranda 1g is arranged so as to cover approximately half of the piloti 1f.

以上、本実施形態に係る建物1Aは、上下の梁である補助梁5と基礎梁3とに連結された制震装置11を備え、制震装置11は、平面視で間口Fの幅方向である間口方向Daに沿って配置された制震壁部8bに設けられている。建物1Aは、間口Fよりも奥行きKが広い狭小住宅である。したがって、制震壁部8bを間口方向Daに沿って配置することにより、奥行き方向Dbに沿って配置する態様に比べ、制震装置11による制震機能を、より効果的に発揮させることができる。   As described above, the building 1A according to the present embodiment includes the vibration control device 11 connected to the auxiliary beam 5 and the base beam 3 which are upper and lower beams, and the vibration control device 11 is in the width direction of the frontage F in a plan view. It is provided in the damping wall part 8b arrange | positioned along a certain frontage direction Da. The building 1A is a small house having a depth K wider than the frontage F. Therefore, by arranging the damping wall portion 8b along the frontage direction Da, the damping function by the damping device 11 can be more effectively exhibited as compared with the mode of arranging along the depth direction Db. .

更に、本実施形態に係る建物1Aの第2収納室(非居室部)1dは、制震壁部8bに隣接しており、更に、第2収納室1dは、居室(居室部)1aと制震壁部8bとの隣接を遮っている。その結果、少なくとも、制震壁部8bに居室1aが隣接している場合に比べ、制震装置11で生じる雑音が居室1aに到達し難い。従って、主として居室1aで過ごす居住者に対し、制震装置11で生じる雑音が与える影響を低減できる。   Furthermore, the second storage room (non-residential room part) 1d of the building 1A according to the present embodiment is adjacent to the vibration control wall part 8b, and the second storage room 1d is connected to the living room (residential part) 1a. The adjacent to the seismic wall 8b is blocked. As a result, at least the noise generated in the vibration control device 11 is less likely to reach the room 1a than when the room 1a is adjacent to the vibration control wall 8b. Therefore, it is possible to reduce the influence of noise generated by the vibration control device 11 on the occupants who mainly spend in the living room 1a.

さらに、本実施形態では、制震壁部8bに隣接している非居室部として、第2収納室1dを設けている。第2収納室1dには様々な物が収納されることが想定され、その結果、遮音性の向上に有利である。   Furthermore, in this embodiment, the 2nd storage chamber 1d is provided as a non-living room part adjacent to the damping wall part 8b. It is assumed that various items are stored in the second storage chamber 1d, and as a result, it is advantageous for improving sound insulation.

さらに、本実施形態では、制震壁部8bを挟んで配置された一対の空間のうち、一方は、第2収納室(非居室部)1dであり、他方はピロティ1fである。居住者がピロティ1fで長時間寛ぐということは想定し難いため、制震壁部8bに隣接する領域をピロティ1fとすることで、敷地内の空間を有効活用しながら、制震装置11で生じる雑音が居住者に与える影響を低減し易くなる。   Furthermore, in this embodiment, one of the pair of spaces arranged with the damping wall 8b interposed therebetween is the second storage room (non-residential room) 1d and the other is the piloty 1f. Since it is difficult to assume that the resident will relax for a long time with the piloty 1f, the area adjacent to the damping wall 8b is designated as the piloty 1f, and this is caused by the damping device 11 while effectively utilizing the space in the site. It becomes easy to reduce the influence of noise on residents.

さらに、本実施形態に係る水平ブレース12は、制震梁となる補助梁5を境界として分割された複数の小ブレース部12aを有する。その結果、地震等による外力が建物1Aに加わった際、力が小ブレース部12aの境界となる補助梁5を介して制震装置11に入力され易くなり、制震装置11で制震機能を発揮させる上で有利である。   Furthermore, the horizontal brace 12 according to the present embodiment has a plurality of small brace portions 12a divided with the auxiliary beam 5 serving as a vibration control beam as a boundary. As a result, when an external force due to an earthquake or the like is applied to the building 1A, the force is easily input to the vibration control device 11 via the auxiliary beam 5 that becomes the boundary of the small brace portion 12a. It is advantageous in exhibiting.

さらに、制震梁となる補助梁5の剛性は、他の梁よりも高いので、補助梁5が変形し難くなり、制震装置11における制震機能の発揮に有利となる。   Furthermore, since the rigidity of the auxiliary beam 5 serving as the vibration control beam is higher than that of the other beams, the auxiliary beam 5 is not easily deformed, which is advantageous for exhibiting the vibration control function of the vibration control device 11.

次に、図4を参照し、本発明の第2の実施形態に係る建物1Bについて説明する。図4は、第2の実施形態に係る建物1Bの各階の概略を示す平面図であり、(a)は1階の平面図、(b)は2階の平面図、及び(c)は3階の平面図である。なお、第2の実施形態に係る建物1Bは、第1の実施形態に係る建物1Aと同様の要素や構造を備えている。従って、以下の説明では、第1の実施形態に係る建物1Aとの相違点を中心に説明し、同様の要素や構造には同一の符号を付して詳細な説明は省略する。   Next, with reference to FIG. 4, the building 1B which concerns on the 2nd Embodiment of this invention is demonstrated. FIG. 4 is a plan view schematically showing each floor of the building 1B according to the second embodiment, where (a) is a plan view of the first floor, (b) is a plan view of the second floor, and (c) is 3 It is a top view of a floor. The building 1B according to the second embodiment includes the same elements and structures as the building 1A according to the first embodiment. Therefore, in the following description, it demonstrates centering on difference with the building 1A which concerns on 1st Embodiment, attaches | subjects the same code | symbol to the same element and structure, and abbreviate | omits detailed description.

建物1Bは、本体架構2の外周に設けられた外壁部8と、屋内の各部屋の空間を区切る間仕切壁部9等を備えている。建物1Bの1階部分には、補助梁5に沿った間仕切壁部9が設けられており、間仕切壁部(制震壁部)9には制震装置(制震部)11が設けられている。   The building 1 </ b> B includes an outer wall portion 8 provided on the outer periphery of the main body frame 2, a partition wall portion 9 that divides the space of each indoor room, and the like. A partition wall portion 9 along the auxiliary beam 5 is provided on the first floor portion of the building 1B, and a vibration control device (damping portion) 11 is provided on the partition wall portion (damping wall portion) 9. Yes.

制震装置11は、上下の梁、つまり補助梁(制震梁)5と基礎梁3とを連結している。制震装置11は、摩擦力を利用する減衰装置を有する態様に限定されず、流体、粘弾性体、弾性体、金属体、回転質量体などを利用する減衰装置を有する態様や、振れ止め機構、変形・座屈防止機構など、制震装置11の作動時に金属(塗装されたものを含む)同士が接触しうる部分を有する制震装置11を有する態様であっても良い。   The vibration control device 11 connects upper and lower beams, that is, auxiliary beams (damping beams) 5 and the foundation beam 3. The vibration control device 11 is not limited to a mode having a damping device that uses a frictional force, but a mode having a damping device that uses a fluid, a viscoelastic body, an elastic body, a metal body, a rotating mass body, etc. Further, it may be an aspect having the vibration control device 11 having a portion where metals (including painted ones) can come into contact with each other when the vibration control device 11 is operated, such as a deformation / buckling prevention mechanism.

本体架構2には、主梁4によって矩形に囲まれた水平面上の領域を補強する水平ブレース12が設けられている。水平ブレース12は、制震装置11が連結された補助梁5によって分割された複数の小ブレース部12aを有する。その結果、地震等による外力が建物1Aに加わった際、力が小ブレース部12aの境界となる補助梁5を介して制震装置11に入力され易くなり、制震装置11で制震機能を発揮させる上で有利である。   The main frame 2 is provided with a horizontal brace 12 that reinforces a region on a horizontal plane surrounded by a rectangle by the main beam 4. The horizontal brace 12 has a plurality of small brace portions 12a divided by the auxiliary beam 5 to which the vibration control device 11 is connected. As a result, when an external force due to an earthquake or the like is applied to the building 1A, the force is easily input to the vibration control device 11 via the auxiliary beam 5 that becomes the boundary of the small brace portion 12a. It is advantageous in exhibiting.

また、制震梁となる補助梁5は、他の梁、具体的には、主梁4、または制震装置11が連結されていない補助梁に比べて剛性が高い。その結果、地震等による外力が建物1Aに加わった際、制震梁となる補助梁5は変形し難くなり、力が補助梁5を介して効果的に制震装置11に入力され易くなって制震装置11で制震機能を発揮させる上で有利である。   The auxiliary beam 5 serving as a vibration control beam has higher rigidity than other beams, specifically, the main beam 4 or the auxiliary beam to which the vibration control device 11 is not connected. As a result, when an external force due to an earthquake or the like is applied to the building 1A, the auxiliary beam 5 serving as a vibration control beam is not easily deformed, and the force is easily input to the vibration control device 11 through the auxiliary beam 5 effectively. This is advantageous when the damping device 11 exerts the damping function.

建物1Bの1階のうち、玄関1e前のスペースはピロティ1fである。また、外壁部8で囲まれた屋内には、居間や寝室等の居室(居室部)1a、2階へとつながる階段部1b、第1収納室1x、第2収納室1d、廊下1c、及び玄関1eが設けられている。居室1aは、玄関1eから最も離れた奥側に配置されている。廊下1cは、奥行き方向Dbに沿って配置され、居室1a、階段部1b、及び玄関1eを互いに連絡する。また、廊下1cは、間仕切壁部9に隣接している。また、第2収納室1dは、間仕切壁部9を挟むように、間仕切壁部9に隣接して配置されている。   Of the first floor of the building 1B, the space in front of the entrance 1e is the piloti 1f. In addition, the room surrounded by the outer wall 8 includes a living room (living room) 1a such as a living room or a bedroom, a staircase 1b leading to the second floor, a first storage room 1x, a second storage room 1d, a corridor 1c, and The entrance 1e is provided. The living room 1a is arranged on the far side farthest from the entrance 1e. The corridor 1c is arranged along the depth direction Db and connects the living room 1a, the staircase portion 1b, and the entrance 1e to each other. The corridor 1 c is adjacent to the partition wall 9. The second storage chamber 1d is arranged adjacent to the partition wall 9 so as to sandwich the partition wall 9 therebetween.

第2収納室(非居室部)1d、及び廊下(非居室部)1cは、制震壁部である間仕切壁部9に隣接しており、居室(居室部)1aと間仕切壁部9との隣接を遮っている。その結果、少なくとも、間仕切壁部9に居室1aが隣接している場合に比べ、制震装置11で生じる雑音が居室1aに到達し難い。従って、主として居室1aで過ごす居住者に対し、制震装置11で生じる雑音が与える影響を低減できる。   The second storage room (non-living room part) 1d and the corridor (non-living room part) 1c are adjacent to the partition wall part 9 which is a vibration control wall part, and between the living room (living room part) 1a and the partition wall part 9 Blocking the adjacency. As a result, at least compared with the case where the room 1a is adjacent to the partition wall 9, the noise generated in the vibration control device 11 is less likely to reach the room 1a. Therefore, it is possible to reduce the influence of noise generated by the vibration control device 11 on the occupants who mainly spend in the living room 1a.

なお、詳細の間取り等の図示は省略するが、建物1Bの2階や3階にも居室1aや寝室等の居室部が設けられ、更に、3階にはベランダ1gが設けられている。ベランダは、ピロティ1fの全体を覆うように配置されている。   In addition, although illustration of a floor plan etc. of detail is abbreviate | omitted, living room parts, such as the living room 1a and a bedroom, are provided in the 2nd floor and 3rd floor of the building 1B, and the veranda 1g is further provided in the 3rd floor. The veranda is disposed so as to cover the entire piloti 1f.

以上、本発明を複数の実施形態を例に説明した。しかしながら、本発明は、上記の各実施形態のみに限定されるものではなく、例えば、制震部や制震壁部を1階では無く、他の上階に設けることも可能である。また、上下の主梁同士を連結する制震部、補助梁同士を連結する制震部、主梁と補助梁とを連結する制震部とすることもできる。また、下階には、制震壁部に隣接する非居室部を設け、上階に居室部を設けることで、非居室部が居室部と制震壁部との隣接を遮っている態様とすることも含まれる。また、制震効果への貢献が少ない水平ブレースは適宜省略することができる。また、階数は3階建てだけではなく、2階建以上8階建以下の建物も含まれ、制震部や制震壁部を1階のみに設ける場合には3階建て以上5階建て以下の建物が好適である。   The present invention has been described above by taking a plurality of embodiments as examples. However, the present invention is not limited only to the above-described embodiments. For example, the vibration control section and the vibration control wall section can be provided not on the first floor but on another upper floor. Moreover, it can also be set as the vibration control part which connects upper and lower main beams, the vibration control part which connects auxiliary beams, and the vibration control part which connects a main beam and an auxiliary beam. In addition, the lower floor has a non-room part adjacent to the damping wall part, and the upper part has a living room part so that the non-room part blocks the adjoining of the room part and the damping wall part. To include. In addition, horizontal braces that contribute little to the vibration control effect can be omitted as appropriate. In addition, the number of floors is not limited to 3 stories, but includes buildings from 2 stories to 8 stories, and if the vibration control section or the vibration control wall is provided only on the first floor, it is 3 stories or more and 5 stories or less. The building is preferred.

居室は、上記の例に限定されず、例えば台所、書斎、子供部屋、客室などの、居住、執務、作業、集会、娯楽その他これらに類する目的のために継続的に使用する室をいう。また、非居室は、居室以外の空間をいい、上記の例に限定されず、例えば玄関、廊下、階段、トイレ、洗面室、浴室、納戸(サービスルーム)、施設スペース、物入れ等を含む。また、水平ブレースはクロスさせて設ける形態以外のブレースを採用してもよい。   The living room is not limited to the above example, and refers to a room that is continuously used for the purpose of living, working, gathering, entertainment, and the like, such as a kitchen, a study, a children's room, and a guest room. The non-residential room refers to a space other than the living room, and is not limited to the above example. Moreover, you may employ | adopt braces other than the form which crosses and provides a horizontal brace.

また、制震壁部を挟んで配置される一対の非居室部の組み合わせは、上記各実施形態に限定されず、いずれの非居室部が配置されてもよく、例えば、一対の非居室部の両方がピロティであってもよい。   In addition, the combination of a pair of non-living rooms arranged with the vibration control wall interposed therebetween is not limited to the above-described embodiments, and any non-living room may be arranged, for example, a pair of non-living rooms Both may be piloti.

1A,1B…建物、1a…居室(居室部)、1d…第2収納室(非居室部)、1f…ピロティ、5…補助梁(制震梁)、6…柱、8…外壁部(壁部)、8b…制震壁部、9…間仕切壁部(壁部、制震壁部)、11…制震装置(制震部)、12…水平ブレース、12a…小ブレース部、F…間口、K…奥行き、Da…間口方向。   1A, 1B ... Building, 1a ... Living room (living room), 1d ... Second storage room (non-living room), 1f ... Piloti, 5 ... Auxiliary beam (damping beam), 6 ... Pillar, 8 ... Outer wall (wall) Part), 8b ... Damping wall part, 9 ... Partition wall part (wall part, damping wall part), 11 ... Damping device (damping part), 12 ... Horizontal brace, 12a ... Small brace part, F ... Frontage , K ... depth, Da ... frontage direction.

Claims (8)

間口よりも奥行きが広く、居室部と非居室部とを備えた建物であって、
平面視で前記間口の幅方向である間口方向に沿って配置された一または複数の壁部と、
前記壁部に設けられ、上下の梁に連結された制震部と、を備え、
前記制震部が設けられた前記壁部は制震壁部であり、
前記非居室部は、前記制震壁部に隣接すると共に、前記居室部と前記制震壁部との隣接を遮っていることを特徴とする建物。
It is a building that is wider than the frontage and has a living room and a non-living room,
One or a plurality of wall portions arranged along the frontage direction which is the widthwise direction of the frontage in plan view;
A vibration control part provided on the wall part and connected to upper and lower beams;
The wall part provided with the vibration control part is a vibration control wall part,
The building is characterized in that the non-living room part is adjacent to the damping wall part and blocks the neighboring part of the living room part and the damping wall part.
前記居室部は居間、及び寝室の少なくとも一方であり、前記非居室部は収納室であることを特徴とする請求項1記載の建物。   The building according to claim 1, wherein the living room is at least one of a living room and a bedroom, and the non-living room is a storage room. 前記制震壁部を挟んで一対の前記非居室部が配置され、
当該一対の非居室部のうち少なくとも一方はピロティであることを特徴とする請求項1記載の建物。
A pair of non-living room parts are arranged across the damping wall part,
The building according to claim 1, wherein at least one of the pair of non-residential units is a piloti.
前記ピロティに面する出入口を有していることを特徴とする請求項3記載の建物。   The building according to claim 3, further comprising an entrance that faces the piloti. 前記制震部は前記梁のうち補助梁に連結されていることを特徴とする請求項1〜4のいずれか一項記載の建物。   The building according to any one of claims 1 to 4, wherein the vibration control part is connected to an auxiliary beam among the beams. 複数の梁によって囲まれた領域を補強する水平ブレースが設けられており、
前記水平ブレースは、前記制震部が連結された前記梁を境界として分割された複数の小ブレース部を有することを特徴とする請求項1〜5のいずれか一項記載の建物。
A horizontal brace is provided to reinforce the area surrounded by multiple beams,
The building according to any one of claims 1 to 5, wherein the horizontal brace has a plurality of small brace parts divided with the beam to which the vibration control part is connected as a boundary.
複数の前記梁のうち、前記制震部が連結された制震梁の剛性は、他の前記梁よりも高いことを特徴とする請求項1〜6のいずれか一項記載の建物。   The building according to any one of claims 1 to 6, wherein among the plurality of beams, the rigidity of the vibration control beam to which the vibration control unit is connected is higher than that of the other beams. 建物は複数の階層を有しており、
前記制振部は1階のみに設けられていることを特徴とする請求項1〜7のいずれか一項記載の建物。
The building has multiple levels,
The building according to claim 1, wherein the vibration control unit is provided only on the first floor.
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JP2002235447A (en) * 2001-02-07 2002-08-23 Misawa Homes Co Ltd House with main bed room
JP2012007462A (en) * 2010-05-28 2012-01-12 Asahi Tostem Gaiso Kk Structure of indoor load bearing wall
JP2014034758A (en) * 2012-08-07 2014-02-24 Misawa Homes Co Ltd Installation structure of vibration control device
JP2015021300A (en) * 2013-07-19 2015-02-02 旭化成ホームズ株式会社 Vibration control device

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* Cited by examiner, † Cited by third party
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US4513545A (en) * 1982-09-20 1985-04-30 Hopkins Jr George D Apparatus for and method of constructing, transporting and erecting a structure of two or more stories comprised of a plurality of prefabricated core modules and panelized room elements
JPH05263538A (en) * 1992-03-17 1993-10-12 Daiwa House Ind Co Ltd Collective housing
JPH0972114A (en) * 1995-09-07 1997-03-18 Misawa Homes Co Ltd Building with car port
JP2001152695A (en) * 1999-11-25 2001-06-05 Sekisui House Ltd Three-storey house
JP2001271509A (en) * 2000-03-24 2001-10-05 Toda Constr Co Ltd High-rise building structure and method of constructing its skeleton
JP2002235447A (en) * 2001-02-07 2002-08-23 Misawa Homes Co Ltd House with main bed room
JP2012007462A (en) * 2010-05-28 2012-01-12 Asahi Tostem Gaiso Kk Structure of indoor load bearing wall
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JP2015021300A (en) * 2013-07-19 2015-02-02 旭化成ホームズ株式会社 Vibration control device

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