JPH11107367A - Frame structure of residence - Google Patents
Frame structure of residenceInfo
- Publication number
- JPH11107367A JPH11107367A JP28253197A JP28253197A JPH11107367A JP H11107367 A JPH11107367 A JP H11107367A JP 28253197 A JP28253197 A JP 28253197A JP 28253197 A JP28253197 A JP 28253197A JP H11107367 A JPH11107367 A JP H11107367A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- building
- structural
- frame structure
- members
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Residential Or Office Buildings (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、狭小敷地に特に適
した住宅の骨組構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a frame structure of a house particularly suitable for a small site.
【０００２】[0002]
【従来の技術】狭小敷地においては、隣接する建物との
間に十分な距離がとれないことが多く、したがって、快
適性や通風あるいは日照が各部屋に十分に確保されるよ
う、建物内に吹き抜け空間をうまく配置することが設計
上きわめて重要な事項となってくる。2. Description of the Related Art In a small site, it is often difficult to maintain a sufficient distance between adjacent buildings, and therefore, it is necessary to provide a sufficient level of comfort, ventilation or sunshine in each room. Properly arranging the space is extremely important in designing.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、構造骨
組である柱、梁は、構造計画の明快さあるいは容易さ等
のため、図７に示すように格子状に平面配置するのが一
般的であり、その結果として、当然ながら建物の外壁位
置である周縁部にも柱１や梁２が配置される。However, columns and beams, which are structural frames, are generally arranged in a grid pattern as shown in FIG. 7 for clarity or ease of structural planning. As a result, of course, the pillars 1 and the beams 2 are also arranged at the peripheral portion, which is the outer wall position of the building.
【０００４】そのため、建物内部に吹き抜け空間を設け
るにしても、その平面形状はどうしても単調な四角形と
なりがちであり、生活に変化や潤いを与えるのに十分な
空間が創出されているとはいえないという問題を生じて
いた。[0004] Therefore, even if an atrium space is provided inside a building, its planar shape tends to be a monotonous square by all means, and it cannot be said that sufficient space has been created to give change and moisture to life. The problem had arisen.
【０００５】一方、変化のある吹き抜け空間の設計を優
先させ、それに合わせて柱、梁を配置するということも
考えられるが、施主の要望に合わせたオーダーメイドの
構造設計を個別に行うことになって設計費用のコストア
ップは避けられないし、材料コストも増加し、いずれに
しろ、最終的な建築コストは相当高くなるという別の問
題を生じる。[0005] On the other hand, it is conceivable to give priority to the design of the atrium space that changes, and to arrange columns and beams in accordance with that. However, it is necessary to individually design the structure according to the request of the owner. This inevitably increases design costs, increases material costs, and in any case, raises another problem that the final construction cost is considerably higher.
【０００６】本発明は、上述した事情を考慮してなされ
たもので、多彩なバリエーションを備えた吹き抜け空間
を妥当な価格で創出することが可能な住宅の骨組構造を
提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and has as its object to provide a frame structure of a house capable of creating an atrium space having various variations at a reasonable price. .
【０００７】[0007]
【課題を解決するための手段】上記目的を達成するた
め、本発明に係る住宅の骨組構造は請求項１に記載した
ように、縦架材及び横架材を含む構造骨組を建物中央部
に配置し、建物周縁部には所定の非構造部材を配置して
前記構造骨組に連結したものである。In order to achieve the above-mentioned object, a frame structure of a house according to the present invention includes a structural frame including a vertical member and a horizontal member in a central portion of a building. It is arranged, and a predetermined non-structural member is arranged at the periphery of the building and connected to the structural frame.
【０００８】また、本発明に係る住宅の骨組構造は、前
記縦架材及び横架材を木造軸組部材で構成したものであ
る。Further, in the frame structure of a house according to the present invention, the vertical member and the horizontal member are constituted by wooden frame members.
【０００９】また、本発明に係る住宅の骨組構造は、前
記構造骨組を井桁状構造としたものである。In the frame structure of a house according to the present invention, the structural frame has a cross-girder structure.
【００１０】また、本発明に係る住宅の骨組構造は、前
記非構造部材を前記井桁状構造の寸法や形状に合わせた
外壁パネルとして構成したものである。[0010] In the frame structure of a house according to the present invention, the non-structural member is configured as an outer wall panel adapted to the size and shape of the cross-girder structure.
【００１１】また、本発明に係る住宅の骨組構造は、前
記縦架材を、一対の通し柱を所定の間隔で二組対向配置
して構成し、該二組の通し柱に挟まれた空間に互いに直
交する前記横架材を互い違いに挟み込んだ状態で該横架
材と前記通し柱とを相互に接合したものである。Further, in the frame structure of a house according to the present invention, the vertical members are constituted by arranging two pairs of through columns opposite to each other at a predetermined interval, and mutually forming a space between the two sets of through columns. The cross members and the through columns are joined to each other with the cross members orthogonally interposed therebetween.
【００１２】本発明に係る住宅の骨組構造においては、
柱などの縦架材及び梁などの横架材を含む構造骨組を建
物中央部に集めて配置し、建物周縁部には、このような
構造骨組を配置せずに窓、非耐力壁、扉などの非構造部
材だけを配置する。In the frame structure of a house according to the present invention,
Structural frames, including vertical members such as columns and horizontal members such as beams, are collected and arranged in the center of the building, and windows, non-bearing walls, and doors are not provided around the building without such structural frames. Only non-structural members such as are arranged.
【００１３】このようにすると、建物中央部の周囲にま
とまった吹き抜け空間あるいは建物内と連続する屋外テ
ラス空間を容易に確保することができるとともに、建物
周縁部に配置される非構造部材の形状等が建物の全体構
造に影響されなくなるので、従来のように単調な四角形
プランではなく、より個性的な吹き抜け空間あるいは屋
外テラス空間を形成することが可能となる。[0013] In this way, it is possible to easily secure an open-air space around the center of the building or an outdoor terrace space that is continuous with the inside of the building, as well as the shape of the non-structural members arranged at the periphery of the building. Is no longer affected by the overall structure of the building, so that it is possible to form a more individual atrium space or outdoor terrace space instead of a monotonous square plan as in the past.
【００１４】また、建物の外観という点から考えれば、
構造骨組の配置状況が建物外観に顕れなくなるので、建
物周縁部の外観デザインを行うにあたっても、構造骨組
について何ら考慮することなく自由なデザインが可能と
なる。Further, from the viewpoint of the appearance of the building,
Since the arrangement state of the structural frame does not appear on the exterior of the building, it is possible to freely design the peripheral structure of the building without considering the structural frame.
【００１５】構造骨組を構成するにあたっては、材質や
構造形式は任意であり、縦架材及び横架材が一体に形成
されたＲＣラーメンとして構成してもよいし、鉄骨部材
を縦架材及び横架材とし、これらを溶接やボルトで適宜
接合して鉄骨ラーメンあるいは鉄骨トラスとして構成し
てもよいが、前記縦架材及び横架材を木造軸組部材で構
成したならば、建物全体が軽量となり、各部材の断面を
小さくして建築費のコストダウンを図ることができる。In constructing the structural frame, the material and the structural form are arbitrary, and the vertical frame and the horizontal frame may be integrally formed as an RC frame, or the steel frame member may be formed by the vertical frame and the vertical frame. As a horizontal member, these may be appropriately joined by welding or bolts and may be configured as a steel frame or a steel truss, but if the vertical member and the horizontal member are configured with a wooden frame member, the entire building is It becomes lightweight, and the cross section of each member can be made smaller to reduce the construction cost.
【００１６】縦架材及び横架材をどのように配置しどの
ように接合するか、あるいは鉛直もしくは水平ブレース
材を加えるのかどうかといった構造骨組の構成は任意で
あるが、該構造骨組を井桁状構造としたならば、構造骨
組の構成がシンプルとなり、力の流れが明快になって構
造計画がやりやすくなるとともに、鉄骨部材や木造軸組
部材を使用した場合の組立が容易になる。なお、本発明
でいうところの井桁状構造とは、通常言うところの井桁
（２本の横架材を２組直交配置させてなるもの）を含め
て、３本以上の横架材を最外周を除いて直交する二方向
に配置した構造を言うものとする。The structure of the structural frame, such as how to arrange and connect the vertical and horizontal members or whether to add a vertical or horizontal brace material, is optional. If the structure is adopted, the structure of the structural frame is simplified, the flow of force becomes clear and the structural planning is facilitated, and the assembling when using a steel frame member or a wooden frame member is facilitated. In addition, the cross-girder structure referred to in the present invention is a structure including three or more cross members including a cross girder (two cross members are arranged orthogonally), which is generally referred to as a cross girder. Except for, the structure is arranged in two orthogonal directions.
【００１７】非構造部材を建物周縁部のどの箇所に設け
るかは任意であり、該非構造部材を設置しない箇所につ
いては屋外テラス空間として利用することができる。The location of the non-structural member at the periphery of the building is arbitrary, and the portion where the non-structural member is not provided can be used as an outdoor terrace space.
【００１８】ここで、上述の非構造部材を、井桁状構造
の寸法や形状に合わせた外壁パネルとして構成したなら
ば、非構造部材のプレハブ化が可能となり、生産並びに
施工能率が大幅に向上する。Here, if the above-mentioned non-structural member is configured as an outer wall panel adapted to the size and shape of the cross-girder structure, the non-structural member can be made into a prefabricated structure, and the production and construction efficiency can be greatly improved. .
【００１９】また、前記縦架材を、一対の通し柱を所定
の間隔で二組対向配置して構成し、該二組の通し柱に挟
まれた空間に互いに直交する前記横架材を互い違いに挟
み込んだ状態で該横架材と前記通し柱とを相互に接合し
たならば、調達しやすい小断面の通し柱を用いて全体と
して大断面相当の柱とすることが可能となり、従来のよ
うに、大断面の柱にほぞ穴を設けることで材料コストを
犠牲にして断面欠損を補う必要がなくなり、断面欠損を
懸念することなく柱の調達コストの低減を図ることがで
きるとともに、複雑な仕口加工を省略することも可能と
なる。The vertical member is constituted by two sets of a pair of through columns opposed to each other at a predetermined interval, and the transverse members orthogonal to each other are alternately sandwiched in a space sandwiched by the two sets of through columns. If the horizontal member and the through column are joined to each other in a state where they are in a state, it becomes possible to make a column equivalent to a large section as a whole by using a small cross section column that is easy to procure. It is not necessary to compensate for cross-sectional defects by sacrificing material costs by providing mortise holes in the pillars, and it is possible to reduce the procurement cost of columns without worrying about cross-sectional defects and to omit complicated joint processing It is also possible to do.
【００２０】また、かかる構成によれば、横架材が多点
支持の多スパン連続梁となり、各スパン中央でのたわみ
量を抑制するとともに、床荷重も大きくとることが可能
となる。したがって、従来よりもスパンを大きくとって
室内空間を有効利用することができるとともに、持ち出
し、すなわち片持ち梁としても使用することができるの
で、井桁状構造を形成するには最適な接合構造となる。Further, according to this configuration, the horizontal member is a multi-span continuous beam supported at multiple points, and the amount of deflection at the center of each span can be suppressed and the floor load can be increased. Therefore, since the span can be made larger than before and the indoor space can be effectively used, and can be taken out, that is, can be used as a cantilever, it is an optimal joint structure for forming a cross-girder structure. .
【００２１】[0021]
【発明の実施の形態】以下、本発明に係る住宅の骨組構
造の実施の形態について、添付図面を参照して説明す
る。なお、従来技術と実質的に同一の部品等については
同一の符号を付してその説明を省略する。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view showing an embodiment of a frame structure of a house according to the present invention. It is to be noted that the same reference numerals are given to components and the like that are substantially the same as those in the conventional technology, and description thereof will be omitted.
【００２２】図１は、本実施形態に係る住宅の骨組構造
を示した全体斜視図、図２は同じく水平断面図、図３は
同じく鉛直断面図である。これらの図でわかるように、
本実施形態の骨組構造は、木造軸組部材で構成された縦
架材としての柱１１及び横架材としての梁１２からなる
構造骨組１３を井桁状に接合して構成し、かかる構造骨
組１３を建物中央部に配置するとともに、建物周縁部の
うち、建物コーナー部については非構造部材１４ａ、１
４ｂ、１４ｃ及び１４ｄを配置して構造骨組１３に連結
するとともに、建物コーナー部以外の箇所については、
非構造部材１５ａ、１５ｂ及び１５ｃを配置して構造骨
組１３に連結してある。FIG. 1 is an overall perspective view showing a frame structure of a house according to this embodiment, FIG. 2 is a horizontal sectional view thereof, and FIG. 3 is a vertical sectional view thereof. As you can see in these figures,
The frame structure according to the present embodiment is configured by joining a structural frame 13 composed of a pillar 11 as a vertical member and a beam 12 as a horizontal member formed of wooden frame members in a cross-girder shape. Are arranged in the center of the building, and the non-structural members 14a, 1
4b, 14c, and 14d are arranged and connected to the structural frame 13, and for locations other than the building corner,
Non-structural members 15a, 15b and 15c are arranged and connected to structural frame 13.
【００２３】柱１１及び梁１２を接合するにあたって
は、在来軸組工法で使用されている、例えば四方差しと
呼ばれる接合仕口や、これに代えてあるいはこれに加え
て柱梁接合用の補強金物を使用することができる。In joining the columns 11 and the beams 12, for example, a joining connection called a four-way insert, which is conventionally used in the framing method, or a reinforcing member for joining the columns and beams instead of or in addition to this. Hardware can be used.
【００２４】構造骨組１３は、さまざまな敷地形状に対
応できるように両方向のスパン（柱の間隔、両方向で間
隔が同じである必要はない）などを規格化した状態で何
種類かを工場生産し、現場では組立のみ行うようにする
とともに、非構造部材１４ａ〜１４ｄ及び非構造部材１
５ａ〜１５ｃについてもかかる構造骨組１３のスパンに
対応させる形で外壁パネルとして工場生産し、現場に搬
入するようにするのがよい。The structural frame 13 is factory-manufactured with several types in a state where the spans in both directions (column spacing, intervals do not need to be the same in both directions) and the like are standardized so as to be compatible with various site shapes. In the field, only the assembling is performed, and the non-structural members 14a to 14d and the non-structural members 1
It is preferable that the outer walls 5a to 15c are factory-produced in a form corresponding to the span of the structural frame 13 and are carried to the site.
【００２５】コーナー部に設置された外壁パネルである
非構造部材１４ａ、１４ｂ、１４ｃ及び１４ｄは、例え
ば大型平面あるいは曲面ガラスが嵌め込まれたガラスパ
ネルとして構成し、場所に応じて適宜、通風窓を設ける
ようにすれば、日照や風を十二分に吹き抜け空間に取り
込むことができる。The non-structural members 14a, 14b, 14c, and 14d, which are outer wall panels installed at the corners, are configured as, for example, glass panels into which a large flat or curved glass is fitted. If provided, the sunshine and wind can be taken into the atrium space more than enough.
【００２６】一方、コーナー部以外に設置された非構造
部材１５ａ及び１５ｃについては、図２でよくわかるよ
うに、それぞれタイル等の外壁材料があらかじめ取り付
けられた外壁本体パネルとし、非構造部材１５ｂについ
ては、玄関扉建具がはめ込まれた扉パネルとする。On the other hand, as shown in FIG. 2, the non-structural members 15a and 15c installed at portions other than the corners are formed as outer wall main body panels to which outer wall materials such as tiles are attached in advance. Shall be door panels with entrance door fittings fitted.
【００２７】なお、建物周縁部に非構造部材を設けない
箇所は、屋外テラス空間として利用するのがよい。It should be noted that a place where no non-structural member is provided at the periphery of the building is preferably used as an outdoor terrace space.
【００２８】本実施形態に係る住宅の骨組構造において
は、柱１１及び梁１２からなる構造骨組１３を建物中央
部に集めて配置し、建物周縁部には、このような構造骨
組を配置せずに非構造部材１４ａ〜１４ｄ及び非構造部
材１５ａ〜１５ｃだけを配置する。In the frame structure of a house according to the present embodiment, a structural frame 13 composed of columns 11 and beams 12 is gathered and arranged at the center of the building, and such a structural frame is not arranged at the periphery of the building. , Only the non-structural members 14a to 14d and the non-structural members 15a to 15c are arranged.
【００２９】このようにすると、建物中央部の周囲にま
とまった吹き抜け空間２１、２２、２３が確保されると
ともに、建物内と連続する屋外テラス空間２４、２５が
確保される。In this way, the open space 21, 22, 23 around the center of the building is secured, and the outdoor terrace spaces 24, 25 continuous with the inside of the building are secured.
【００３０】以上説明したように、本実施形態に係る住
宅の骨組構造によれば、建物中央部の周囲にまとまった
吹き抜け空間２１〜２３及び建物内と連続する屋外テラ
ス空間２４、２５を容易に確保することができるので、
狭小敷地であっても通風や採光に十分な配慮が可能とな
るとともに、建物周縁部に配置される非構造部材１４ａ
〜１４ｄ及び非構造部材１５ａ〜１５ｃの形状等が建物
の全体構造に影響されなくなるので、従来のように単調
な四角形プランではなく、より個性的な吹き抜け空間あ
るいは屋外テラス空間を形成することが可能となる。As described above, according to the frame structure of the house according to the present embodiment, the stairwells 21 to 23 around the center of the building and the outdoor terrace spaces 24 and 25 connected to the inside of the building can be easily formed. Can be secured,
Even in a small site, sufficient consideration can be given to ventilation and lighting, and non-structural members 14a arranged at the periphery of the building
14d and the non-structural members 15a to 15c are not affected by the overall structure of the building, so that it is possible to form a more individual open space or outdoor terrace space instead of a monotonous square plan as in the past. Becomes
【００３１】また、建物の外観という点から考えれば、
構造骨組１３の配置状況が建物外観に顕れなくなるの
で、建物周縁部の外観デザインを行うにあたっても、構
造骨組１３について何ら考慮することなく上述の非構造
部材を自由にデザインすることが可能となる。Also, from the viewpoint of the appearance of the building,
Since the arrangement state of the structural frame 13 does not appear in the exterior of the building, it is possible to freely design the above-mentioned non-structural members without considering the structural frame 13 at all even when designing the outer periphery of the building.
【００３２】また、建物周縁部に構造部材が配置されな
いため、広い間口を確保することができるとともに、別
の建物と例えば廊下を介して接続する場合にも建物の全
体構造に何らの影響も与えることなく容易に接続するこ
とができる。Further, since no structural members are arranged at the periphery of the building, a wide frontage can be secured, and even when the building is connected to another building via, for example, a corridor, there is no influence on the overall structure of the building. It can be easily connected without using.
【００３３】また、本実施形態によれば、構造骨組１３
を木造軸組部材である柱１１、梁１２で構成したので、
建物全体が軽量となり、各部材の断面を小さくして建築
費のコストダウンを図ることができる。Further, according to the present embodiment, the structural frame 13
Is composed of pillars 11 and beams 12, which are wooden frame members.
The entire building is light in weight, and the cross section of each member can be reduced to reduce the construction cost.
【００３４】また、本実施形態によれば、構造骨組１３
を井桁状構造としたので、構造骨組の構成がシンプルと
なり、力の流れが明快になって構造計画がやりやすくな
るとともに、木造軸組部材を使用した場合の組立が容易
になる。According to the present embodiment, the structural frame 13
Has a cross-girder structure, the structure of the structural frame is simple, the flow of force is clear, the structural planning is easy to perform, and the assembling when using a wooden frame member is facilitated.
【００３５】また、本実施形態によれば、非構造部材１
４ａ〜１４ｄ及び非構造部材１５ａ〜１５ｃを、井桁状
構造の寸法や形状に合わせた外壁パネルとして構成した
ので、かかる非構造部材のプレハブ化が可能となり、生
産並びに施工能率が大幅に向上する。According to this embodiment, the non-structural member 1
Since the non-structural members 4a to 14d and the non-structural members 15a to 15c are configured as outer wall panels adapted to the size and shape of the cross-girder structure, the non-structural members can be prefabricated, and the production and construction efficiency can be greatly improved.
【００３６】本実施形態では、柱１１と梁１２との接合
の仕方について詳細に言及しなかったが、例えば図４に
示すような接合構造としてもよい。同図においては、一
対の通し柱３１、３１を所定の間隔で二組対向配置して
上述の柱１１とし、該二組の通し柱に挟まれた空間に互
いに直交する２本の梁１２、１２を同図に示すように互
い違いに挟み込み、かかる状態でそれぞれボルト３２、
３３で通し柱３１に相互接合すればよい。In the present embodiment, the method of joining the column 11 and the beam 12 is not described in detail, but a joining structure as shown in FIG. 4, for example, may be used. In the same figure, two pairs of through columns 31, 31 are arranged opposite to each other at a predetermined interval to form the above-mentioned column 11, and two beams 12, 12 which are orthogonal to each other in a space interposed between the two pairs of through columns. As shown in FIG.
What is necessary is just to mutually join to the through-column 31 by 33.
【００３７】かかる構成によれば、調達しやすい小断面
の通し柱３１を用いて全体として大断面相当の柱とする
ことが可能となり、従来のように、大断面の柱にほぞ穴
を設けることで材料コストを犠牲にして断面欠損を補う
必要がなくなり、かくして断面欠損を懸念することなく
柱の調達コストの低減を図ることができるとともに、複
雑な仕口加工を省略することも可能となる。According to this configuration, it is possible to use a small-section through pillar 31 which is easy to procure to make a column equivalent to a large section as a whole, and by providing a tenon hole in a large-section pillar as in the related art. There is no need to compensate for the cross-sectional loss at the expense of material cost. Thus, the procurement cost of the pillar can be reduced without fear of the cross-sectional loss, and complicated joint processing can be omitted.
【００３８】また、かかる構成によれば、梁１２が二点
支持の多スパン連続梁となり、各スパン中央でのたわみ
量を抑制するとともに、床荷重も大きくとることが可能
となる。したがって、従来よりもスパンを大きくとって
室内空間を有効利用することができるとともに、持ち出
し、すなわち片持ち梁としても使用することができるの
で、井桁状構造を形成するには最適な接合構造となる。Further, according to this configuration, the beam 12 is a multi-span continuous beam supported at two points, so that the amount of deflection at the center of each span can be suppressed and the floor load can be increased. Therefore, since the span can be made larger than before and the indoor space can be effectively used, and can be taken out, that is, can be used as a cantilever, it is an optimal joint structure for forming a cross-girder structure. .
【００３９】なお、図４に示した接合構造では、通し柱
３１の間に梁幅に相当する隙間をそのままにしておいた
が、これに代えて図５に示すように、通し柱３１同士の
隙間に充填柱４１を充填し、ボルト４２で通し柱３１、
３１と相互に接合するようにしてもよい。かかる構成に
より、通し柱３１と充填柱４１とが一体となった大断面
の合成柱が形成されることとなり、その部材強度はさら
に向上する。In the joining structure shown in FIG. 4, a gap corresponding to the beam width is left between the through columns 31. Instead, as shown in FIG. The filling column 41 is filled, and the through column 31 is
31 may be joined to each other. With such a configuration, a composite pillar having a large cross section in which the through pillar 31 and the filling pillar 41 are integrated is formed, and the strength of the member is further improved.
【００４０】また、本実施形態では、狭小地に建つ住宅
を想定し、構造骨組１３についてもそれに合わせて小規
模なものとしたが、規模の大きな住宅にも本発明の骨組
構造を適用できることはいうまでもない。かかる場合、
例えば、図６に示すような骨組構造が考えられる。かか
る構成においても、上述の実施形態と同様、建物周縁部
に設ける非構造部材１４を自由な断面形状で設計するこ
とが可能となる。なお、同図でもわかるように、構造骨
組１３を構成する梁１２については、それらの長さを揃
える必要はなく、むしろ、建物周縁部の輪郭に合わせて
適宜その端を現場にてもしくは工場にて予め切断するこ
とができる。Further, in this embodiment, it is assumed that the house is built on a small land, and the structural frame 13 is also made small in accordance with it. However, the frame structure of the present invention can be applied to a large house. Needless to say. In such cases,
For example, a frame structure as shown in FIG. 6 can be considered. In such a configuration, as in the above-described embodiment, the non-structural members 14 provided on the periphery of the building can be designed with a free sectional shape. As can be seen from the figure, it is not necessary to make the lengths of the beams 12 constituting the structural frame 13 equal. Can be cut in advance.
【００４１】また、本実施形態では、吹き抜け空間と屋
外テラス空間とを設けた例を説明したが、必ずしもそれ
らの両方を設ける必要はなく、少なくともいずれかを設
けるようにすればよい。In this embodiment, an example in which the atrium space and the outdoor terrace space are provided has been described. However, it is not always necessary to provide both of them, and at least one of them may be provided.
【００４２】[0042]
【発明の効果】以上述べたように、請求項１に係る本発
明の住宅の骨組構造によれば、建物中央部の周囲にまと
まった吹き抜け空間あるいは建物内と連続する屋外テラ
ス空間を容易に確保することができるとともに、建物周
縁部に配置される非構造部材の形状等が建物の全体構造
に影響されなくなるので、従来のように単調な四角形プ
ランではなく、より個性的な吹き抜け空間あるいは屋外
テラス空間を形成することが可能となる。また、建物の
外観という点から考えれば、構造骨組の配置状況が建物
外観に顕れなくなるので、建物周縁部の外観デザインを
行うにあたっても、構造骨組について何ら考慮すること
なく非構造部材を自由にデザインすることができる。As described above, according to the frame structure of the house according to the first aspect of the present invention, it is possible to easily secure the open space around the center of the building or the outdoor terrace space continuous with the inside of the building. And the shape of the non-structural members arranged at the periphery of the building is no longer affected by the overall structure of the building. A space can be formed. Also, from the viewpoint of the exterior of the building, the arrangement of the structural framework does not appear in the exterior of the building, so when designing the exterior of the building periphery, freely design non-structural members without any consideration of the structural framework. can do.
【００４３】また、請求項２に係る本発明の住宅の骨組
構造によれば、建物全体が軽量となり、各部材の断面を
小さくして建築費のコストダウンを図ることができると
いう効果も奏する。Further, according to the frame structure of the house according to the second aspect of the present invention, there is an effect that the entire building is light in weight and the cross section of each member can be reduced to reduce the construction cost.
【００４４】また、請求項３に係る本発明の住宅の骨組
構造によれば、構造骨組の構成がシンプルとなり、力の
流れが明快になって構造計画がやりやすくなるととも
に、鉄骨部材や木造軸組部材を使用した場合の組立が容
易になるという効果も奏する。According to the frame structure of the house according to the third aspect of the present invention, the structure of the structural frame is simple, the flow of force is clear, and the structural planning is easy to carry out. There is also an effect that the assembling becomes easier when the assembled member is used.
【００４５】また、請求項４に係る本発明の住宅の骨組
構造によれば、非構造部材のプレハブ化が可能となり、
生産並びに施工能率が大幅に向上するという効果も奏す
る。Further, according to the frame structure of the house of the present invention according to claim 4, the non-structural member can be made into a prefabricated member.
The effect that production and construction efficiency are greatly improved is also exerted.
【００４６】また、請求項５に係る本発明の住宅の骨組
構造によれば、調達しやすい小断面の通し柱を用いて全
体として大断面相当の柱とすることが可能となり、従来
のように、大断面の柱にほぞ穴を設けることで材料コス
トを犠牲にして断面欠損を補う必要がなくなり、かくし
て断面欠損を懸念することなく柱の調達コストの低減を
図ることができるとともに、複雑な仕口加工を省略する
ことも可能となるという効果も奏する。また、かかる構
成によれば、横架材である梁が多点支持の多スパン連続
梁となり、各スパン中央でのたわみ量を抑制するととも
に、床荷重も大きくとることが可能となる。したがっ
て、従来よりもスパンを大きくとって室内空間を有効利
用することができるとともに、持ち出し、すなわち片持
ち梁としても使用することができるので、井桁状構造を
形成するには最適な接合構造となるという効果も奏す
る。Further, according to the frame structure of the house according to the fifth aspect of the present invention, it is possible to use a small-sized through column which is easy to procure to make a column having a large section as a whole. By providing a tenon with a large cross-section, it is not necessary to compensate for the cross-section loss at the expense of material cost. Thus, the procurement cost of the column can be reduced without fear of cross-section loss, and a complicated connection can be achieved. There is also an effect that the processing can be omitted. Further, according to such a configuration, the beam as the horizontal member becomes a multi-span continuous beam of multi-point support, and it is possible to suppress the amount of deflection at the center of each span and to increase the floor load. Therefore, since the span can be made larger than before and the indoor space can be effectively used, and can be taken out, that is, can be used as a cantilever, it is an optimal joint structure for forming a cross-girder structure. Also has the effect.
【００４７】[0047]
【図１】本実施形態に係る住宅の骨組構造の全体分解斜
視図。FIG. 1 is an overall exploded perspective view of a frame structure of a house according to an embodiment.
【図２】本実施形態に係る住宅の骨組構造の図であり、
(a)は一階、(b)は二階をそれぞれ示した平面図。FIG. 2 is a diagram of a frame structure of a house according to the embodiment;
(a) is a plan view showing the first floor, and (b) is a plan view showing the second floor.
【図３】本実施形態に係る住宅の骨組構造の図であり、
(a)はＡ―Ａ線に沿う断面図、(b)はＢ―Ｂ線に沿う断面
図。FIG. 3 is a diagram of a frame structure of a house according to the embodiment;
(a) is a sectional view along line AA, (b) is a sectional view along line BB.
【図４】本実施形態に係る住宅の骨組構造に用いられる
柱梁の接合構造を示す全体斜視図。FIG. 4 is an overall perspective view showing a joint structure of a column and a beam used in a frame structure of a house according to the present embodiment.
【図５】同じく柱梁の接合構造を示す全体斜視図。FIG. 5 is an overall perspective view showing a joint structure of the column and the beam.
【図６】井桁状構造の変形例を示した平面図。FIG. 6 is a plan view showing a modified example of the cross-girder structure.
【図７】従来技術に係る住宅の骨組構造を示した平面
図。FIG. 7 is a plan view showing a frame structure of a house according to the related art.
１１ 柱（縦架材） １２ 梁（横架材） １３ 骨組構造 １４、１５ 非構造部材（外壁パネ
ル） ２１〜２３ 吹き抜け空間 ２４〜２５ テラス空間 ３１ 通し柱（縦架材）11 Column (vertical material) 12 Beam (horizontal material) 13 Frame structure 14, 15 Non-structural member (outer wall panel) 21-23 Ventilation space 24-25 Terrace space 31 Through column (vertical material)
Claims (5)
中央部に配置し、建物周縁部には所定の非構造部材を配
置して前記構造骨組に連結したことを特徴とする住宅の
骨組構造。1. A house wherein a structural frame including a vertical member and a horizontal member is disposed in a center of a building, and a predetermined non-structural member is disposed at a peripheral portion of the building and connected to the structural frame. Frame structure.
構成した請求項１記載の住宅の骨組構造。2. The frame structure of a house according to claim 1, wherein said vertical and horizontal members are made of wooden frame members.
１記載の住宅の骨組構造。3. The frame structure of a house according to claim 1, wherein the structural frame is a cross-girder structure.
や形状に合わせた外壁パネルとして構成した請求項３記
載の住宅の骨組構造。4. The frame structure of a house according to claim 3, wherein said non-structural member is constituted as an outer wall panel adapted to the size and shape of said cross-girder structure.
隔で二組対向配置して構成し、該二組の通し柱に挟まれ
た空間に互いに直交する前記横架材を互い違いに挟み込
んだ状態で該横架材と前記通し柱とを相互に接合した請
求項３記載の住宅の骨組構造。5. The vertical member is constituted by arranging two pairs of through columns at predetermined intervals so as to face each other, and alternately sandwiching the horizontal members orthogonal to each other in a space between the two pairs of through columns. 4. The frame structure of a house according to claim 3, wherein the horizontal member and the through column are joined to each other in a state where they are in a state of being bent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28253197A JPH11107367A (en) | 1997-09-30 | 1997-09-30 | Frame structure of residence |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28253197A JPH11107367A (en) | 1997-09-30 | 1997-09-30 | Frame structure of residence |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH11107367A true JPH11107367A (en) | 1999-04-20 |
Family
ID=17653680
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP28253197A Withdrawn JPH11107367A (en) | 1997-09-30 | 1997-09-30 | Frame structure of residence |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH11107367A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007107333A (en) * | 2005-10-17 | 2007-04-26 | Misawa Homes Co Ltd | Building |
| JP2008019672A (en) * | 2006-07-14 | 2008-01-31 | Misawa Homes Co Ltd | Building |
| WO2010035456A1 (en) * | 2008-09-26 | 2010-04-01 | 国立大学法人京都大学 | Frame nesting structure |
| JP2013057230A (en) * | 2011-09-09 | 2013-03-28 | Raito Kenchiku Jimusho:Kk | Torii-gateway-shaped construction system frame |
| CN116005809A (en) * | 2023-01-31 | 2023-04-25 | 中建科工集团有限公司 | Assembled steel-wood building structure and mounting process thereof |
-
1997
- 1997-09-30 JP JP28253197A patent/JPH11107367A/en not_active Withdrawn
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007107333A (en) * | 2005-10-17 | 2007-04-26 | Misawa Homes Co Ltd | Building |
| JP2008019672A (en) * | 2006-07-14 | 2008-01-31 | Misawa Homes Co Ltd | Building |
| WO2010035456A1 (en) * | 2008-09-26 | 2010-04-01 | 国立大学法人京都大学 | Frame nesting structure |
| JP5283137B2 (en) * | 2008-09-26 | 2013-09-04 | 国立大学法人京都大学 | Nested frame structure |
| JP2013057230A (en) * | 2011-09-09 | 2013-03-28 | Raito Kenchiku Jimusho:Kk | Torii-gateway-shaped construction system frame |
| CN116005809A (en) * | 2023-01-31 | 2023-04-25 | 中建科工集团有限公司 | Assembled steel-wood building structure and mounting process thereof |
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