JP2014051870A - Multifunctional structure and aseismatic structure of building using the same - Google Patents
Multifunctional structure and aseismatic structure of building using the same Download PDFInfo
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- 230000002787 reinforcement Effects 0.000 claims description 11
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- 238000009419 refurbishment Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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- 238000009420 retrofitting Methods 0.000 description 1
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Abstract
Description
本発明は、衛生設備および収納設備を備えた多機能構造体およびそれを用いた建築物の耐震構造に関する。 The present invention relates to a multi-functional structure provided with a sanitary facility and a storage facility and a seismic structure of a building using the same.
建物の外部や内部の壁、柱の耐力や剛性、ねばり強さを向上させ、建物の耐震性能を高める方法を耐震補強と呼ぶ。耐震補強の方法としては、耐震診断の結果に基づき、「耐力」を上げる、「変形性能」を上げる方法がある。耐力を上げるには、耐震壁(耐力壁)や鉄骨ブレースまたは鉄筋ブレース、クロスウォール等の耐震壁を増設する方法などがる。変形性能を向上させるには、柱を炭素繊維、鉄板などで補強する方法がある。耐震壁は耐震性上バランス良く計画する必要が重要である。コスト・工期・整合性・施工性等を総合的に判断し、最適な方法を選定する。耐震補強計画では,多くの場合、補強工事のみを単独で行うことは少なく、その他のリニューアルと同時に実施するケースがほとんどである。これは耐震補強工事の周辺工事(仕上げの撤去、復旧、建物利用者への配慮)との関連やサッシやガラス、設備機器、配管といった構造体以外の部材も更新することで、全体的な耐震性能のアップ、さらには建物全体の付加価値の向上が図れるといったメリットが大きいためといえる。しかし、リニューアル工事の場合、住宅では少子高齢化の影響で、世帯形態の変化やライフスタイルの多様化により、部屋数の要求が減り、部屋を解体し、大きな間仕切り壁のない部屋にリニューアルする傾向が顕著になっている(例えば特許文献1)。その傾向に伴い大きな部屋をとると、柱や耐力壁の量が少なくなり、耐震性が低くなる。吹き抜けなども、耐力壁が少なくなるため、耐震性が低下する傾向がある。リビングなど南面に大きな部屋を設ける場合、南面は、衛生設備が集中する北面に比べて耐力壁が少なくなり、耐力壁の配置が北側に偏りずれが生じ、地震力をうけた場合壊れやすくなる。そのため、改修工事による柱や間仕切壁を取り払うことで補強工事が難しく、工期と費用がかかり、部分的な改修のみに止まっているのが現状である。 Seismic reinforcement is a method of improving the building's seismic performance by improving the strength, rigidity, and stickiness of the exterior and interior walls and pillars. As a method of seismic reinforcement, there are methods of increasing “proof strength” and “deformation performance” based on the result of seismic diagnosis. In order to increase the proof stress, there are methods such as adding aseismic walls such as seismic walls (bearing walls), steel braces or reinforcing steel braces, and cross walls. In order to improve the deformation performance, there is a method of reinforcing the column with carbon fiber, an iron plate or the like. It is important to plan the seismic walls in a well-balanced manner for earthquake resistance. The optimum method is selected by comprehensively judging the cost, construction period, consistency, and workability. In many cases, seismic reinforcement plans are not carried out solely for reinforcement work, and are often carried out simultaneously with other renewals. This is related to seismic retrofitting work (removal of finish, restoration, consideration for building users) and renewing members other than structures such as sash, glass, equipment, and piping. This is because of the great merit of improving the performance and improving the added value of the entire building. However, in the case of renewal construction, due to the effects of the declining birthrate and aging population, the demand for the number of rooms is reduced due to changes in the household form and diversification of lifestyles, and there is a tendency to dismantle the rooms and renovate them into rooms without large partition walls. Is prominent (for example, Patent Document 1). If a large room is taken along with this tendency, the amount of pillars and bearing walls will be reduced and the earthquake resistance will be lowered. Atriums also tend to reduce seismic resistance due to fewer bearing walls. When a large room is provided on the south side such as a living room, the south side has fewer bearing walls than the north side where sanitation facilities are concentrated, and the arrangement of the bearing walls is biased to the north, making it more fragile when subjected to seismic forces. For this reason, it is difficult to reinforce the work by removing the pillars and partition walls due to the renovation work, which requires a work period and cost, and is currently limited to partial refurbishment.
不良ストック化が懸念される古い建築物を耐震化し、今後も利用可能な優良ストックとして再生させることは、資産の有効活用という経済的な面だけでなく、地震による建築物の倒壊等の被害から国民の生命、身体及び財産を保護するため、重要で意義のあることである。利用可能な優良ストックに再生させるために、世帯形態の変化やライフスタイルの多様化などの外的要因の変化に対応できるよう、リビングなど南面に大きな部屋を設ける場合、耐震的安全面において南面は衛生設備が集中する北面に比べて耐力壁が少なくなり、耐力壁の配置が北側に偏ることになり、耐震バランス悪くなる。また、コスト・工期・整合性・施工性等を総合的に判断し、耐震化が出来ない場合がある。 Making earthquake-resistant old buildings that are feared to become defective stocks and regenerating them as good stocks that can be used in the future is not only from the economic aspect of effective use of assets, but also from damage such as collapse of buildings due to earthquakes. It is important and meaningful to protect people's life, body and property. When a large room is set up on the south side such as a living room to cope with changes in external factors such as changes in household form and lifestyle diversification in order to regenerate into a good stock that can be used, The bearing walls are less than the north side where sanitary facilities are concentrated, and the arrangement of the bearing walls is biased toward the north, resulting in poor seismic balance. In addition, it may not be possible to make earthquake resistance by comprehensively judging cost, construction period, consistency, and workability.
本発明は、買い手や借り手のつかない不良ストック化が懸念される古い建築物を安心して生活することができ、ライフスタイルの変化に柔軟に対応できるフレキシブルな優良ストックに再生することを解決すべき課題としている。 The present invention should be able to solve the problem of renewing the old buildings, which are likely to become defective stocks that buyers and borrowers do not have, into safe and flexible stocks that can flexibly respond to lifestyle changes. It is an issue.
本発明の第1の態様は、隔壁によって囲繞された空間に設置された衛生設備と、前記隔壁の壁面の少なくとも一部と対面する位置に設置された収納設備と、前記隔壁と前記収納設備との隙間に設置された構造筋交いを備えた多機能構造体を提供する。また本発明の第2の態様は、多機能構造体を用いた建築物の耐震構造であって、前記建築物の居住空間に設置した前記多機能構造体の前記隙間の外側に配置された少なくとも一対の構造柱と前記構造筋交いを連結した耐震構造を提供する。 A first aspect of the present invention is a sanitary facility installed in a space surrounded by a partition, a storage facility installed at a position facing at least a part of a wall surface of the partition, the partition and the storage facility, Provided is a multifunctional structure having a structural brace installed in a gap. Moreover, the second aspect of the present invention is an earthquake-resistant structure of a building using a multi-functional structure, and at least disposed outside the gap of the multi-functional structure installed in a living space of the building. Provided is an earthquake-resistant structure in which a pair of structural columns and the structural reinforcement are connected.
構造筋交いが設置された空間を耐力壁として利用することができる多機能構造体を住空間に据えれば、多機能構造体自体が耐震コアを形成し、建築物の耐震バランスが向上する。多機能構造体は、建築物の耐震化における工期・整合性・施工性等を総合的に改善し、耐震補強のコストダウンを実現する。 If a multi-functional structure that can use the space where structural reinforcement is installed as a load-bearing wall is installed in the living space, the multi-functional structure itself forms an earthquake-resistant core, and the earthquake-resistant balance of the building is improved. Multifunctional structures improve the construction period, consistency, and workability of building earthquake resistance, and reduce the cost of seismic reinforcement.
構造柱は、要求される耐震力もしくは意匠面での要求に応じて、隔壁と収納設備との隙間の内側もしくは外側に設置することができる。外側に設置する場合はより大きな耐震力を負荷することができ、多機能構造体の耐震コアとしての能力が向上する。これに対して内側に設置する場合は構造柱が露出しないという点で意匠面でのメリットが大きい。 The structural column can be installed inside or outside the gap between the partition wall and the storage facility in accordance with the required seismic force or design requirement. When installed outside, a greater seismic force can be applied, and the ability of the multi-function structure as an earthquake-resistant core is improved. On the other hand, when installed inside, the merit in the design surface is great in that the structural pillar is not exposed.
構造柱は下端を建築物の基礎、上端を天井梁と連結する場合の他にも、上端を梁とは連結させずに多機能構造体の上部と梁の間で留め、上端同士を鋼材で連結するようにしてもよい。この場合、構造柱と鋼材で囲まれた空間が建築物の倒壊時の生存スペースとなり、シェルターとしての役割を果たす。 In addition to connecting the lower end of the structural column to the foundation of the building and the upper end to the ceiling beam, the upper end is not connected to the beam but is fastened between the upper part of the multi-function structure and the beam, and the upper end is made of steel. You may make it connect. In this case, the space surrounded by the structural pillars and the steel material becomes a living space when the building collapses and serves as a shelter.
建築物が鉄筋コンクリート造、鉄骨鉄筋コンクリート造、鉄骨造の何れかの多階層建築物である場合は、各階層に設置した構造柱が鉛直方向に縦列するように配置することにより、低階層から高階層に至る連続した構造柱が形成され、耐震補強の効果が建築物全体にまで及ぶ。 If the building is a multi-level building of either reinforced concrete, steel-framed reinforced concrete, or steel-framed, arrange the structural columns installed in each level vertically so that they can be arranged from low to high. A continuous structural column is formed, and the effect of seismic reinforcement extends to the entire building.
本発明の多機能構造体もしくはそれを用いた建築物の耐震構造によれば、地震による建築物の倒壊等の被害から国民の生命、身体及び財産を保護することができるとともに、旧態化した住空間を世帯形態の変化やライフスタイルの多様化などの外的要因の変化に対応できるフレキシブルな住空間へと変貌させることができる。構造筋交い等の耐震構造に係る部材は多機能構造体の内部に囲い込まれ、ほとんど人目につくことがないため、従来の工法による場合のような圧迫感や違和感等をほとんど与えない。 According to the multi-functional structure of the present invention or the earthquake-resistant structure of a building using the same, it is possible to protect the lives, body and property of the people from damage such as collapse of the building due to the earthquake, and to make the old residence The space can be transformed into a flexible living space that can respond to changes in external factors such as changes in household form and diversification of lifestyles. Members related to seismic structures such as structural reinforcements are enclosed within the multi-functional structure and hardly noticeable, so that they hardly give a feeling of pressure or discomfort as in the case of the conventional construction method.
図1の多機能構造体10は、洗面台12、トイレ14、洗濯機設置台16、ユニットバス18、システムキッチン20、隔壁22、収納家具24、構造柱26、構造筋交い28によって構成されており、全体として箱型(ボックス状)の形状になっている。洗面台12、トイレ14、洗濯機設置台16、ユニットバス18は隔壁22によって囲繞された空間の内側に設置されている。隔壁22のうち最も大きな隔壁22aに面して洗面台12、トイレ14、洗濯機設置台16が設置されており、その反対側にシステムキッチン20が設置されている。システムキッチン20の隣には冷蔵庫を設置するためのスペースが設けられている。
1 includes a
ユニットバス18は4つの隔壁22b、22c、22d、22eによって囲繞された浴室に設置されている。このうち隔壁22bには、洗面台12、トイレ14、洗濯機設置台16が設置された脱衣スペースと浴室を行き来するための扉30が設けられている。残り3つの隔壁22c、22d、22eは平面視してコ字型に配置した収納家具24によって取り囲まれている。収納家具24aは隔壁22cの壁面と対面する位置に隙間32aを空けて設置されている。同様に収納家具24bは隔壁22dの壁面と対面する位置に、収納家具24cは隔壁22eの壁面と対面する位置にそれぞれ隙間32b、32cを空けて設置されている。収納家具24aと収納家具24bの間のコーナー部には収納家具24dが設置されている。また収納家具24bと収納家具24cの間のコーナー部には収納家具24eが設置されている。
The
構造柱26は、多機能構造体10の内部に設置された3本の柱26a、26b、26cと、外部に設置された4本の柱26d、26e、26f、26gで構成されている。7本の構造柱26a、26b、26c、26d、26e、26f、26gは、それぞれ下端が床下の基礎34と連結され、上端が天井の梁36に連結されている。構造柱26aと構造柱26fには構造筋交い38aが連結されている。同様に構造柱26bと構造柱26cには構造筋交い38b、構造柱26cと構造柱26eには構造筋交い38c、構造柱26dと構造柱26gには構造筋交い38dがそれぞれ連結されている。
The structural column 26 includes three
図2の多機能構造体40は、図1の多機能構造体10に対して構造柱が2本少ない5本のタイプのものである。多機能構造体40では全ての構造柱42が多機能構造体40の内側に設置されているため、構造柱42および構造筋交い44が全く露出しない。これに伴い、多機能構造体10では収納家具24は構造筋交い38dを通すため5箇所に区画していたが、多機能構造体40では収納家具46は3箇所に区画するだけでよい。
The
図3の多機能構造体50は、図2の多機能構造体40の構造柱の上端側が短いタイプのものである。構造柱52の上端は梁36には達しておらず、多機能構造体50と梁36の間に位置している。上端同士は鋼材54で連結されている。
The
図4の多機能構造体60は、鉄筋コンクリート造、鉄骨鉄筋コンクリート造、鉄骨造の多階層建築物の住空間に設置するタイプのものである。構造柱62は、図2の多機能構造体40のものより耐荷重が大きいものである必要があり、断面積が大型化するため、構造柱62の設置スペースの分だけ収納家具64a、64b、64c、64dの奥行が小さくなる。構造柱62aの上下には上階の住空間に設置された構造柱62b、下階の住空間に設置された構造柱62cが位置し、構造柱62a、62b、62cは鉛直方向に縦列するように設置する。
The
図5は多機能構造体の設置方法の一例を示す。ここでは世帯形態の変化やライフスタイルの多様化などの外的要因の変化に対応できるように、可能な限り柱や間仕切壁を取り除き、更地のようになった住空間に多機能構造体を設置する。これにより、旧態化した住空間を世帯形態の変化やライフスタイルの多様化などの外的要因の変化に対応できるフレキシブルな住空間へと変貌させることができる。構造筋交い等の耐震構造に係る部材は多機能構造体の内部に囲い込まれ、ほとんど人目につくことがないため、従来の工法による圧迫感や違和感等をほとんど与えない。多機能構造体を住空間の中心に据えれば、耐震力が大幅に向上するだけでなく、その周囲にロ字型の回遊空間を創出することができる。回遊空間は人が自由に行き来できる連続した空間であり、これまでの間仕切りされた狭い空間では感じることのできなかった空間の広がりを提供するだけではなく、間仕切りによって分断された個人に同じ空間内で生活を営む機会を与え、家族間のコミュニケーションの場をも創出する。さらに多機能構造体は、工場生産された各部材を現場で組み合わせるだけで構築することができるので、在来木軸工法による改修に比べて工期の大幅な短縮とコストダウンが実現できる。 FIG. 5 shows an example of a method for installing the multi-function structure. Here, in order to cope with changes in external factors such as changes in household form and diversification of lifestyles, pillars and partition walls are removed as much as possible, and multifunctional structures are added to living spaces that have become vacant. Install. As a result, the old-style living space can be transformed into a flexible living space that can respond to changes in external factors such as changes in household form and diversification of lifestyles. Members related to seismic structures such as structural reinforcements are enclosed within the multi-functional structure and hardly noticeable, so that they hardly give a sense of pressure or discomfort due to the conventional construction method. If the multi-functional structure is placed at the center of the living space, not only the earthquake resistance is greatly improved, but also a round-shaped migratory space can be created around it. A migratory space is a continuous space where people can freely come and go, not only providing a space that could not be felt in a narrow space partitioned until now, but also in the same space for individuals separated by a partition Give them the opportunity to live their lives and create a place for family communication. Furthermore, since the multi-function structure can be constructed by simply combining the factory-produced members on site, the construction period can be greatly shortened and the cost can be reduced compared to the conventional wooden shaft method.
10、40、50、60 多機能構造体
12 洗面台
14 トイレ
18 ユニットバス
22 隔壁
24 収納家具
26 構造柱
28 構造筋交い
10, 40, 50, 60
Claims (6)
前記隔壁の壁面の少なくとも一部と対面する位置に設置された収納設備と、
前記隔壁と前記収納設備との隙間に設置された構造筋交い、
を備えた多機能構造体。 Sanitary facilities installed in a space surrounded by a partition;
A storage facility installed at a position facing at least a part of the wall surface of the partition;
Structural braces installed in the gap between the partition wall and the storage facility,
Multifunctional structure with
請求項1に記載の多機能構造体。 The structural bracing is installed in the U-shaped gap in plan view surrounding at least three sides of the space,
The multi-functional structure according to claim 1.
前記建築物の居住空間に設置した前記多機能構造体の前記隙間の外側に配置された少なくとも一対の構造柱と前記構造筋交いを連結した、
耐震構造。 An earthquake-resistant structure of a building using the multifunctional structure according to claim 1 or 2,
The structural reinforcement crossing was connected to at least a pair of structural columns arranged outside the gap of the multifunctional structure installed in the living space of the building,
Seismic structure.
前記建築物の居住空間に設置した前記多機能構造体の前記隙間の内側に配置された少なくとも一対の構造柱と前記構造筋交いを連結した、
耐震構造。 An earthquake-resistant structure of a building using the multifunctional structure according to claim 1 or 2,
Connecting at least a pair of structural columns and the structural braces arranged inside the gap of the multifunctional structure installed in the living space of the building,
Seismic structure.
請求項3または4に記載の耐震構造。 The upper ends of the pair of structural columns are located between the upper part of the multifunctional structure and the beam, and the upper ends are connected with steel materials,
The earthquake-resistant structure according to claim 3 or 4.
請求項3または4に記載の耐震構造。 When the building is a multi-level building of either reinforced concrete structure, steel reinforced concrete structure, or steel structure, the structural columns installed at each level are arranged so as to be vertically aligned,
The earthquake-resistant structure according to claim 3 or 4.
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JP2012199003A JP6303085B2 (en) | 2012-09-10 | 2012-09-10 | Multifunctional structure and seismic structure of building using it |
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JP6303085B2 JP6303085B2 (en) | 2018-04-04 |
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KR101615129B1 (en) | 2015-08-20 | 2016-04-25 | 주식회사 플위디 | Open type wall module with load support wall structure and temporary wall structure and the construction method therefor |
JP2016216890A (en) * | 2015-05-14 | 2016-12-22 | ミサワホーム株式会社 | Apartment house |
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JP3168173U (en) * | 2011-03-17 | 2011-06-02 | 穴吹興産株式会社 | Dwelling unit structure in apartment houses |
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JP2002309680A (en) * | 2001-04-13 | 2002-10-23 | Ohmoto Gumi Co Ltd | Reinforced concrete framework corresponding to skeleton in-fill |
US20120197603A1 (en) * | 2007-05-04 | 2012-08-02 | Klipfel Iii Arthur A | Computer Code and Method for Designing a Multi-Family Dwelling |
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JP2016216890A (en) * | 2015-05-14 | 2016-12-22 | ミサワホーム株式会社 | Apartment house |
KR101615129B1 (en) | 2015-08-20 | 2016-04-25 | 주식회사 플위디 | Open type wall module with load support wall structure and temporary wall structure and the construction method therefor |
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