JP6233395B2 - Building frame - Google Patents

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JP6233395B2
JP6233395B2 JP2015240270A JP2015240270A JP6233395B2 JP 6233395 B2 JP6233395 B2 JP 6233395B2 JP 2015240270 A JP2015240270 A JP 2015240270A JP 2015240270 A JP2015240270 A JP 2015240270A JP 6233395 B2 JP6233395 B2 JP 6233395B2
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floor
building frame
face
wife
building
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JP2017106220A (en
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正典 木戸
正典 木戸
淳 御厨
淳 御厨
土方 和己
和己 土方
輝 広瀬
輝 広瀬
昭彦 木野村
昭彦 木野村
昇平 木村
昇平 木村
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Sekisui House Ltd
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Description

本発明は、屋根の少なくとも一部が切妻屋根となされた木質造建物(またはその一部分)の、妻面を含めて構成される建物架構に関する。   The present invention relates to a building frame including a wife face of a wooden building (or a part thereof) in which at least a part of the roof is a gable roof.

中・小規模の2階建て建物では、構造上の要請から、階層ごとに床及び天井高(階高)をそろえることが一般的である。しかし、都市部に建築される住宅等においては、敷地面積に十分な余裕がない中で居室空間や収納空間を少しでも広く確保するため、床面を半階分ずつずらしたスキップフロアとすることがある。このスキップフロアを採用すると、居室と、半階分の高さの床下収納スペースとを立体的に配置して、限られた屋内空間を有効に活用することができる。   In medium- and small-scale two-story buildings, it is common to arrange the floor and ceiling height (floor height) for each level due to structural requirements. However, in houses built in urban areas, the floor must be shifted by half a floor in order to secure as much room and storage space as possible, even though there is not enough room for the site area. There is. When this skip floor is employed, the limited indoor space can be effectively utilized by three-dimensionally arranging a living room and an underfloor storage space that is half a floor high.

また、勾配屋根の小屋裏を利用して天井高の低いロフトを設け、収納や趣味の部屋等に利用する構成もよく知られている。これらの技術思想は、例えば特許文献1〜3等に開示されている。   In addition, a configuration in which a loft with a low ceiling height is provided by using a hut with a sloped roof and used for storage, a hobby room, or the like is also well known. These technical ideas are disclosed in, for example, Patent Documents 1 to 3 and the like.

特開平7−54402号公報Japanese Patent Laid-Open No. 7-54402 特開平7−62900号公報Japanese Patent Laid-Open No. 7-62900 特開2002−364189号公報JP 2002-364189 A

建物を建築するに際しては、都市計画法で指定される用途地域に応じて、その地域内の敷地に建てることのできる建物の面積及び高さが建築基準法等で定められている。それらの用途地域のうち、特に第一種または第二種低層住居専用地域においては、良好な住環境を維持するため、建物の高さ及び斜線に関する厳しい制限が設けられており、これによって建物の配置や屋根形状についての自由度が大きく制約される。   When building a building, the building area law determines the area and height of a building that can be built on the site in the area according to the use area specified by the City Planning Act. Among those areas of use, especially in the first-class or second-class low-rise residential areas, in order to maintain a good living environment, there are strict restrictions on the height and diagonal lines of the building. The degree of freedom in arrangement and roof shape is greatly restricted.

そのような敷地条件の下では、前記特許文献に開示されたようなスキップフロアを採用しようとしても、各階の天井高を十分に確保することが難しいので、屋内の快適性が得られにくい。また、小屋裏にロフトを設けても、天井の低い窮屈な空間になって、その用途が限定されてしまいがちである。   Under such site conditions, even if it is attempted to employ a skip floor as disclosed in the above-mentioned patent document, it is difficult to secure a sufficient ceiling height on each floor, so that indoor comfort is difficult to obtain. Moreover, even if a loft is provided in the back of a hut, it becomes a cramped space with a low ceiling, and its use tends to be limited.

さらに、建物各部の高さを斜線制限に対応させるため、屋根の一部が不自然な形状になって外観の均整が崩れたり、街並みとの調和が損なわれたりすることもある。   Furthermore, since the height of each part of the building is made to correspond to the oblique line restriction, a part of the roof may become an unnatural shape and the appearance may be unbalanced, or harmony with the cityscape may be impaired.

本発明は、かかる事情に鑑みてなされたものであり、建物の高さや斜線に関する制限が厳しい敷地に建てられる住宅その他の建物のうち、特に木造軸組構造またはそれに準じた木質造で建てられる建物に関して、高さを抑えたコンパクトな外観の中に、立体的な拡がり感や開放感のある居室空間を実現するのに適した建物架構を提案するものである。   The present invention has been made in view of such circumstances, and among buildings and other buildings that are built on a site with severe restrictions on the height and oblique lines of the building, in particular, a building built with a wooden frame structure or a wooden structure equivalent thereto. In this regard, we propose a building frame suitable for realizing a three-dimensional spaciousness and openness in a compact exterior with a reduced height.

前述の目的を達成するため、本発明は、屋根の少なくとも一部が切妻屋根となされた木質造建物において、前記切妻屋根の少なくとも一方の妻面を含めて構成される正面視五角形の建物架構であって、前記切妻屋根の直下階に設けられる平面視矩形の床構面と、前記床構面の四隅に立設された側柱と、前記側柱の上端を桁行方向に連結して互いに相対する一対の軒桁と、前記一対の軒桁からそれぞれ前記切妻屋根の棟に向け適宜間隔で合掌形に架設された複数本の勾配梁と、前記勾配梁の上端を連結する棟木と、前記切妻屋根の少なくとも一方の妻面を含む棟直下位置に立設されて前記床構面上に前記棟木を直接、支持する棟持ち柱と、前記妻面の棟持ち柱の左右両側に適宜間隔を隔てて立設され、前記床構面上に妻面上部の勾配梁を支持する妻面副柱と、を具備し、前記妻面における前記棟持ち柱と前記各妻面副柱との間に、前記床構面から妻面の破風の高さまで上下方向への連続性を備えて開口する窓が設けられるとともに、前記切妻屋根に作用する鉛直荷重を前記棟持ち柱で負担することにより、前記床構面上に、前記切妻屋根を構成する小屋組の下弦材が横断しない無梁空間が形成された、との構成を採用する。 In order to achieve the above-mentioned object, the present invention is a wooden building in which at least a part of a roof is a gable roof, and is a pentagonal building structure that includes at least one gable face of the gable roof. The floor structure surface having a rectangular shape in plan view provided on the floor immediately below the gable roof, the side pillars erected at the four corners of the floor structure surface, and the upper ends of the side pillars are connected to each other in the column direction. A pair of eaves girder, a plurality of gradient beams erected from the pair of eaves girder to the gable roof ridge at appropriate intervals, a purlin connecting the top ends of the gradient beams, and the gable A ridged column that is erected at a position directly below the ridge including at least one end face of the roof and directly supports the purlin on the floor structure, and an appropriate interval is provided between the right and left sides of the ridgeline column of the end face. And supports the gradient beam at the top of the wife surface on the floor construction surface. Comprising wife surface sub pillars, and between the Tomochi pillar and each wife face sub pillar of the wife surface, with the continuity of the vertical direction up to the height of the gable wife surface from the floor Plane In addition, a vertical load acting on the gable roof is borne by the ridged pillar so that the lower chord material of the hut group constituting the gable roof does not cross on the floor construction surface. A structure with a beam space formed is adopted.

この構成によれば、切妻屋根の少なくとも一方の妻面の中央部分に、切妻屋根の直下階の床面近傍から棟近傍まで延びる背の高い窓を設けることができる。この窓は、高さ方向における中間部分が小屋梁その他の構造材によって分断されない、上下方向に連続した窓となる。このような窓を妻面に設けることにより、妻面の屋内側を、格段に明るく、開放感に満ちた空間にすることができる。   According to this configuration, a tall window extending from the vicinity of the floor surface of the floor immediately below the gable roof to the vicinity of the ridge can be provided in the central portion of at least one of the gable roofs. This window is a continuous window in the vertical direction in which an intermediate portion in the height direction is not divided by a roof beam or other structural material. By providing such a window on the wife's face, the indoor side of the wife's face can be made a space that is much brighter and full of openness.

また、棟持ち柱によって床構面上に棟木を直接、支持する構造を採用したことにより、小屋組の下弦材となる小屋梁や陸梁等を部分的に省くことが可能になる。この構造を利用して、切妻屋根の直下階の天井を、切妻屋根の勾配に沿った勾配天井とすれば、棟の高さを抑えながら実質的な天井高を確保することができて、高さ方向の拡がり感を有する快適な屋内空間が得られる。   In addition, by adopting a structure in which the purlin is directly supported on the floor structure by the ridged pillar, it is possible to partially omit the shed beam and the land beam that are the lower chord members of the hut group. Using this structure, if the ceiling of the floor immediately below the gable roof is a sloped ceiling along the slope of the gable roof, a substantial ceiling height can be secured while suppressing the height of the ridge. A comfortable indoor space with a sense of spreading in the vertical direction can be obtained.

さらに前述の建物架構は、前記妻面における前記側柱と妻面副柱とに挟まれた部分に補剛面材が張設されたものとすることができる。この補剛面材が張設された部分は、構造上の耐力壁として、前述の建物架構における妻面の剛性を向上させる。   Furthermore, the above-mentioned building frame can be constructed such that a stiffening surface material is stretched at a portion of the end face sandwiched between the side pillar and the end face sub pillar. The portion where the stiffening surface material is stretched serves as a structural load-bearing wall, and improves the rigidity of the end face in the building frame.

さらに、前述の建物架構は、前記直下階の床構面が、その四周に配置された当該直下階の床梁によって支持されるとともに、前記直下階の床構面よりも下方に、略半階分以内の高さを隔てて、下層階の床梁によって支持される下層階の床構面が設けられたものとすることができる。   Further, in the above-mentioned building frame, the floor structure surface of the immediately lower floor is supported by the floor beam of the immediately lower floor disposed around the four circumferences, and is approximately half a floor below the floor structure surface of the immediately lower floor. The floor construction surface of the lower floor supported by the floor beam of the lower floor may be provided with a height of less than a minute.

この構成は、切妻屋根の直下階の床構面と、さらにその下方に略半階分以内の高さ(目安として1.0〜1.5m)を隔てて設けた下層階の床構面との二重床構造によって建物架構を支持するものである。直下階の床構面と、下層階の床構面とは、各床構面の四周を囲む床梁同士を短柱材や面材で結合するなどして、構造的に一体化される。このような二重床構造を採用することにより、それぞれの床構面の四周を囲む床梁等の部材断面寸法を抑制しながら、小屋組の下弦材を省いた正面視五角形の建物架構を安定的に支持することができる。また、このような二重床を利用してスキップフロアや床下収納を設けることにより、建物内部の空間を立体的に活用することが可能になる。   This structure consists of a floor structure on the floor immediately below the gable roof, and a floor structure on the lower floor provided with a height (approximately 1.0 to 1.5 m as a guideline) below the half floor. The building frame is supported by the double floor structure. The floor structure surface of the directly lower floor and the floor structure surface of the lower floor are structurally integrated, for example, by connecting the floor beams surrounding the four circumferences of each floor structure surface with short column members or face materials. By adopting such a double-floor structure, it is possible to stabilize a pentagonal building frame from the front, omitting the lower chord material of the hut assembly, while suppressing the cross-sectional dimensions of floor beams surrounding the four circumferences of each floor structure. Can be supported. In addition, by providing a skip floor and an underfloor storage using such a double floor, it is possible to utilize the space inside the building in three dimensions.

そして、この二重床構造を採用した建物架構においては、妻面における直下階の床構面と下層階の床構面との間の部分に、直下階から棟近傍まで延びる前述の窓と同幅の窓を設けることも可能になる。   And in the building frame that adopts this double floor structure, it is the same as the above-mentioned window that extends from the immediate lower floor to the vicinity of the building in the part between the floor structure on the lower floor and the floor structure on the lower floor. It is also possible to provide a window of width.

さらに、前述の建物架構は、前記妻面上部の勾配梁と、これに隣接する勾配梁との間に補剛面材が落とし込まれて、該補剛面材が前記両勾配梁に接合されたものとすることができる。この補剛面材が張設された屋根面は、小屋組みの水平耐力要素として、前述の建物架構の全体的な水平剛性を強化する。また、一般的な小屋組架構において小屋底面の隅部(小屋梁と軒桁との接合部等)に配されるべき火打ち部材等を省くことも可能になる。   Further, in the above-mentioned building frame, a stiffening surface material is dropped between the gradient beam on the upper surface of the end face and the gradient beam adjacent thereto, and the stiffening surface material is joined to the both gradient beams. Can be. The roof surface on which the stiffening material is stretched reinforces the overall horizontal rigidity of the building frame as a horizontal load-bearing element of the roof. In addition, it is possible to omit a burning member or the like that should be arranged at a corner of the bottom of the hut (joint between a shed beam and an eaves girder, etc.) in a general shed structure.

本発明の建物架構は、切妻屋根の直下階の床構面上に立設された棟持ち柱によって棟木を直接、支持する構造を採用することで、該直下階の上方に小屋梁等の下弦材が横断しない無梁空間を形成するとともに、妻面の棟持ち柱と、その両側に立設した妻面副柱との間に、棟近傍まで延びる背の高い窓を設けた空間構成を可能にする。それによって、棟の高さを抑えたコンパクトな外観の中に、明るく開放感に満ち、高さ方向の拡がり感を有する屋内空間を創出することができる。   The building frame of the present invention employs a structure in which a purlin is directly supported by a ridged column that is erected on the floor structure of the floor immediately below the gable roof, so that the lower string of a hut beam or the like above the floor immediately below. A non-beam space that does not cross the material is formed, and a space configuration with a tall window that extends to the vicinity of the building is possible between the built-up column on the wife surface and the sub-column on the both sides To. As a result, it is possible to create an indoor space that is bright and full of openness and has a feeling of spreading in the height direction in a compact appearance with the height of the ridge suppressed.

このような建物架構を採用すれば、斜線や高さに関する制限が厳しい敷地においても、屋根や壁面の形状を不自然に変形することなく、均整のとれた建物外観を維持しながら、快適な居住性を得ることができる。   By adopting such a building frame, even in a site with severe restrictions on diagonal lines and height, comfortable living can be maintained while maintaining a balanced building appearance without unnaturally deforming the shape of the roof and walls. Sex can be obtained.

本発明の実施形態に係る建物架構を採用した住宅の配置図兼1階平面図である。It is an arrangement plan and a first-floor plan view of a house adopting a building frame according to an embodiment of the present invention. 前記住宅の2階平面図である。It is the 2nd floor top view of the said house. 前記住宅の高2階及び小屋裏階の平面図である。It is a top view of the high 2 floor and the hut back floor of the said house. 前記住宅の棟方向断面図である。It is a ridge direction sectional view of the house. 前記住宅の梁間方向断面図である。It is a cross-sectional view in the beam direction of the house. 前記住宅を前面道路側から見た立面図である。It is the elevation which looked at the said house from the front road side. 前記住宅の床面構成を模式的に示す斜視図である。It is a perspective view which shows typically the floor surface structure of the said house. 三角形の小屋組架構の支持構造を模式的に示す説明図である。It is explanatory drawing which shows typically the support structure of a triangular shed frame. 前記住宅の建物架構を概略的に示す斜視図である。It is a perspective view which shows the building frame of the said house roughly. 前記建物架構の妻面の立面図である。It is an elevation view of the wife face of the building frame. 前記建物架構の壁面の他の構成例を示す立面図である。It is an elevation view which shows the other structural example of the wall surface of the said building frame. 前記建物架構の勾配屋根面の構成例を示す部分斜視図である。It is a fragmentary perspective view which shows the structural example of the gradient roof surface of the said building frame.

以下、本発明の実施の形態について図を参照して説明する。図1〜図7及び図9〜図11は本発明の一実施形態に係る建物架構を採用した木造住宅を示している。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 to 7 and 9 to 11 show a wooden house that employs a building frame according to an embodiment of the present invention.

例示の住宅1は、都市部または都市近郊部の第一種または第二種低層住居専用地域に位置する、敷地面積140〜200m2 程度の略平坦な敷地に建てられることを想定したものである。図1において、敷地の図中右辺が前面道路Rに接しており、その他の三辺が隣地に接している。 The example house 1 is assumed to be built on a substantially flat site having a site area of about 140 to 200 m 2 located in a first-class or second-type low-rise residential area in an urban area or a suburban area. . In FIG. 1, the right side in the drawing of the site is in contact with the front road R, and the other three sides are in contact with the adjacent land.

この住宅1は、例えば木造軸組構法により、標準的な2階建ての高さに納まるように建てられる。図1〜図3は各階の平面的な構成を示しており、図4〜図7は建物各部の高さ方向における構成を示している。   This house 1 is built so as to fit in a standard two-story height by, for example, a wooden frame construction method. 1 to 3 show a planar configuration of each floor, and FIGS. 4 to 7 show a configuration of each part of the building in the height direction.

この住宅1は、一つの棟11から両側に流下する切妻屋根12を有している。切妻屋根12の勾配は、例えば6/10(6寸勾配)で、片側(図6における右側)の屋根の一部が、標準的な2階の軒先の高さよりもやや下方まで葺き下ろされている。   This house 1 has a gable roof 12 that flows down from one ridge 11 to both sides. The slope of the gable roof 12 is, for example, 6/10 (6 inch slope), and a part of the roof on one side (right side in FIG. 6) is lowered slightly below the height of the standard eaves on the second floor. Yes.

図1〜図2に示すように、建物本体部分の平面形状は略L字形で、棟11が前面道路Rと直交する方向に配置され、間口の狭いほうの妻面13が前面道路Rに面している。前面道路R側の妻面13の間口は約6mで、反対側の葺き下ろし部分を含めた妻面14の間口は約8mである。図6の立面図は、前面道路R側から間口の狭いほうの妻面13を見た外観を表している。   As shown in FIGS. 1 to 2, the planar shape of the building main body portion is substantially L-shaped, the ridge 11 is arranged in a direction orthogonal to the front road R, and the narrower end face 13 faces the front road R. doing. The front end of the end face 13 on the front road R side is about 6 m, and the front end of the end face 14 including the downside portion on the opposite side is about 8 m. The elevation view of FIG. 6 represents the external appearance of the narrowed front face 13 from the front road R side.

1階(1F)の床面は、敷地の地盤面から約0.5mの高さで、概ね同一レベルに設けられている。1階には、玄関ホール101、リビングルーム102、ダイニングルーム103、キッチン104、和室105、浴室106、洗面脱衣室107、トイレ108、物入れ109等が設けられている。リビングルーム102は、前面道路R側の妻面13に面して配置され、ダイニングルーム103およびキッチン104と空間的に一体化されている。和室105とトイレ108との間には、2階(2F)へと通じる階段110が設けられている。   The floor of the first floor (1F) is approximately 0.5 m above the ground level of the site and is provided at approximately the same level. On the first floor, there are an entrance hall 101, a living room 102, a dining room 103, a kitchen 104, a Japanese-style room 105, a bathroom 106, a bathroom undressing room 107, a toilet 108, a container 109, and the like. The living room 102 is disposed facing the wife surface 13 on the front road R side, and is spatially integrated with the dining room 103 and the kitchen 104. Between the Japanese-style room 105 and the toilet 108, there is a staircase 110 that leads to the second floor (2F).

2階の床面は、1階の上方領域の一部に重なるように配置されている。2階の床面は1階の床面よりも約3.0m高い位置に設けられ、2階の直下における1階の天井高は約2.5mとなっている。2階には、階段ホール201、主寝室として利用される洋室202、ウォークインクローゼット203、書斎コーナー204、トイレ205等が設けられている。1階のリビングルーム102の上方は、吹き抜け206になっている。また、1階の玄関ホール101の上方には2階収納室207が設けられている。   The floor surface of the second floor is arranged so as to overlap a part of the upper area of the first floor. The floor of the second floor is provided at a position approximately 3.0 m higher than the floor of the first floor, and the ceiling height of the first floor immediately below the second floor is about 2.5 m. On the second floor, there are a staircase hall 201, a Western room 202 used as a main bedroom, a walk-in closet 203, a study corner 204, a toilet 205, and the like. An atrium 206 is located above the living room 102 on the first floor. A second-floor storage room 207 is provided above the entrance hall 101 on the first floor.

この2階は、スキップ階段208を通じて、さらに略半階分高い位置に設けられた高2階(H2F)へと連続している。実質的に2.5階に相当する高2階の床面は、リビングルーム102の上方の吹き抜け206と2階収納室207に重なるようにして、前面道路R側の妻面13の間口一杯にわたるように配置されている。高2階の床面は、2階の床面よりも約1.3m高い位置に設けられており、高2階の直下における1階の天井高は約3.8mとなる。   This second floor is continued to the second higher floor (H2F) provided at a position higher by about half a floor through the skip stairs 208. The floor surface of the high second floor, which is substantially equivalent to the 2.5th floor, covers the atrium 206 on the upper side of the living room 102 and the second floor storage room 207 so as to cover the front surface R side of the front surface R side. Are arranged as follows. The floor of the second floor is provided at a position approximately 1.3 m higher than the floor of the second floor, and the ceiling height of the first floor immediately below the second floor is about 3.8 m.

また、高2階の床面と2階床面とが部分的に重なり合う位置に設けられた2階収納室207の天井高は、約1.0mとなる。なお、このようにスキップフロアの床下を利用して設けられる収納室は、天井高が1.4m以下で、その水平投影面積が当該階(2階)の床面積の1/2未満、かつ直下階(1階)及び直上階(高2階)の各床面積の1/2未満であれば、原則として床面積非算入となる。(自治体によって取扱いが異なる場合がある。)   Further, the ceiling height of the second floor storage room 207 provided at a position where the floor surface of the second floor is partially overlapped with the second floor is about 1.0 m. In addition, the storage room provided using the floor under the skip floor in this way has a ceiling height of 1.4 m or less, its horizontal projection area is less than 1/2 of the floor area of the floor (the second floor), and directly below If it is less than half of each floor area of the first floor (first floor) and the directly upper floor (higher second floor), the floor area is not included in principle. (Handling may vary depending on the local government.)

高2階には、階段ホール301、洋室302、物入れ303、304等が設けられている。洋室302は、棟11の直下部分を含んで妻面13の間口一杯にわたるように配置され、例えば子供室として利用される。この洋室302と、物入れ303、304の天井は、切妻屋根12の勾配に沿う船底形の勾配天井(拝み天井、屋形天井)となされて、切妻屋根12の小屋裏と一体化されている。その天井の高さは、妻面13の両端部近傍で約1.6m、棟11の直下で約3.3mとなる。この洋室302の中央部分は天井高が大きいので、この洋室302を子供室として利用する場合は、子供の成育状況等に応じ、中央部分に2段ベッドを置くなどして室内を適宜、間仕切ることも可能になる。   On the second floor, a staircase hall 301, a Western-style room 302, a container 303, 304 and the like are provided. The Western room 302 is arranged so as to cover the front face of the wife surface 13 including the portion directly under the ridge 11, and is used as a child room, for example. The ceilings of the Western room 302 and the storage bins 303 and 304 are formed into a ship-bottomed sloped ceiling (a prayer ceiling or a house-shaped ceiling) along the slope of the gable roof 12 and are integrated with the back of the gable roof 12. The height of the ceiling is about 1.6 m near both ends of the end face 13 and about 3.3 m just below the ridge 11. Since the ceiling portion of the western portion 302 has a large ceiling height, when the western portion 302 is used as a child's room, the room is appropriately partitioned by placing a bunk bed in the central portion according to the growth situation of the child. It becomes possible.

高2階は、棟11の直下付近に設置されたスキップ階段305を通じて、さらに小屋裏階(LF)へと連続している。小屋裏階の床面は、高2階の床面よりも約1.5m高い位置に設けられており、小屋裏階の直下における2階の天井高は約2.5mとなっている。小屋裏階には、棟11の直下を中心として約3.0mの間口を有する小屋裏収納室401が設けられている。小屋裏収納室401の天井も切妻屋根12の勾配に沿う勾配天井となされ、その天井の高さは、屋根の流れ方向の両側で約0.9m、棟11の直下で約1.8mである。   The second floor is continuous to the back of the hut (LF) through the skip stairs 305 installed immediately below the ridge 11. The floor of the back of the hut is provided at a position about 1.5 m higher than the floor of the second floor, and the ceiling height of the second floor immediately below the back of the hut is about 2.5 m. On the back floor of the hut, there is a shed storage room 401 having a frontage of about 3.0 m centering directly under the ridge 11. The ceiling of the attic storage room 401 is also a sloped ceiling along the slope of the gable roof 12, and the height of the ceiling is about 0.9 m on both sides in the flow direction of the roof and about 1.8 m just below the ridge 11. .

前記建物各部の地盤面からの高さとしては、図5において、1階(1F)の床面の高さが約0.5m、2階(2F)の床面の高さが約3.5m、高2階(H2F)の床面の高さが約4.8m、軒高(小屋組を支持する軒桁15の上面までの高さ)が約6.5m、最頂部である棟11までの高さが約8.3mとなる。   As for the height of each part of the building from the ground surface in FIG. 5, the height of the floor surface of the first floor (1F) is about 0.5 m, and the height of the floor surface of the second floor (2F) is about 3.5 m. The height of the second floor (H2F) is about 4.8m, the eaves height (up to the upper surface of the eaves girder 15 supporting the hut assembly) is about 6.5m, up to the ridge 11, which is the top Will be about 8.3m high.

図7は、この住宅1の各階の床面の構成を模式的に示した図である。このように、棟11の方向に沿って床面の高さを略半階ずつ変えたスキップフロアと、切妻屋根12の勾配に沿う勾配天井とを組み合わせた空間構成を採用することにより、全体的には標準的な2階建ての高さでありながら、一方の妻面13に沿って上下2層に重なる高天井空間(1階のリビングルーム102及び高2階の洋室302)を設けることが可能になる。これらの高天井空間は、標準的な2階建て建物に設けられる居室の1.3〜1.5倍の天井高を有する、開放感に満ちた居室となる。さらに、それら高天井空間と他の部屋とがスキップ状に連続することにより、上下方向の拡がり感が屋内全体に形成される。   FIG. 7 is a diagram schematically showing the configuration of the floor surface of each floor of the house 1. Thus, by adopting a spatial configuration that combines a skip floor in which the height of the floor surface is changed approximately half a floor along the direction of the ridge 11 and a sloped ceiling along the slope of the gable roof 12, Although it has a standard two-story height, a high ceiling space (a first-floor living room 102 and a two-story western room 302) that overlaps with the upper and lower layers along one end face 13 is provided. It becomes possible. These high ceiling spaces have a ceiling height 1.3 to 1.5 times higher than that of a standard two-story building and are full of openness. Furthermore, the high ceiling space and the other rooms continue in a skip shape, so that a feeling of spreading in the vertical direction is formed throughout the room.

本発明の要部は、このような空間を実現するための建物架構にある。以下、実施形態に係る住宅1の建物架構について詳述する。   The main part of this invention exists in the building frame for implement | achieving such a space. Hereinafter, the building frame of the house 1 according to the embodiment will be described in detail.

まず、木造軸組躯体の上に断面が三角形の小屋組架構を載せる場合、通常は図8(a)に模式的に示すように、三角形の底辺の位置に小屋梁あるいは陸梁、つなぎ梁等と称される下弦材91を架け渡して、三角形の両端が開くのを防ぐ。そして、その下弦材91の上に束材92、93を立てて、三角形の頂点に配される棟木94と、三角形の斜辺に架設される勾配梁95とを支持する。しかし、このような構造を採用すると、小屋組の直下の空間の天井部分を下弦材91が横切ることになってしまう。   First, when a hut structure with a triangular cross-section is placed on a wooden shaft frame, usually a shed beam, land beam, connecting beam, etc. are located at the bottom of the triangle, as schematically shown in FIG. The lower chord material 91 called is bridged to prevent the both ends of the triangle from opening. Then, the bundle members 92 and 93 are erected on the lower chord member 91 to support the purlin 94 arranged at the apex of the triangle and the gradient beam 95 installed on the hypotenuse of the triangle. However, if such a structure is adopted, the lower chord material 91 crosses the ceiling portion of the space immediately below the cabin set.

そこで、本発明では、図8(b)に示すように、切妻屋根の直下階の床構面96の上に棟持ち柱97を立設し、この棟持ち柱97で棟木94を直接、支持する構造を採用している。この棟持ち柱97で屋根に作用する鉛直荷重(圧縮荷重及び引張荷重)を負担することにより、五角形の構面が安定的に保持されて、三角形の下弦材91を省くことが可能になる。   Therefore, in the present invention, as shown in FIG. 8B, a ridged column 97 is erected on the floor construction surface 96 on the floor immediately below the gable roof, and the ridged tree 94 is directly supported by the ridged column 97. The structure to be adopted is adopted. By bearing a vertical load (compressive load and tensile load) acting on the roof with the ridged column 97, the pentagonal construction surface is stably held, and the triangular lower chord material 91 can be omitted.

実施形態に係る住宅1においては、図9及び図10に示すように、切妻屋根12の直下階となる高2階(H2F)の床構面33と、該床構面33の四隅に立設された側柱23と、側柱23の上端同士を桁行方向に連結して互いに相対する一対の軒桁15と、両軒桁15からそれぞれ棟11に向けて、互いに等しい登り勾配で合掌形に架設された複数本の勾配梁21と、勾配梁21の上端を棟11方向に連結する棟木(棟桁)34とによって、正面視五角形の建物架構が形成されている。なお、この建物架構は、少なくとも建物の外周に位置する一方の妻面13を含めて構成される限り、床構面33の対辺側妻面は建物の他部に連続していてもよい。また、側柱23は、1階から立設された通し柱でもよいし、高2階の床構面33上に立設された管柱でもよい。   In the house 1 according to the embodiment, as shown in FIG. 9 and FIG. 10, the floor structure surface 33 of the second floor (H2F), which is directly below the gable roof 12, and the four corners of the floor structure surface 33 are erected. Side pillars 23, a pair of eaves girder 15 connected to each other by connecting the upper ends of the side pillars 23 in the direction of the rows, and the two eaves girder 15 from the eaves girder 15 toward the ridge 11, respectively, with the same ascending slope in a palm shape A building frame having a pentagonal shape in front view is formed by a plurality of installed gradient beams 21 and a purlin (building girder) 34 connecting the upper ends of the gradient beams 21 in the direction of the building 11. In addition, as long as this building frame is configured including at least one end face 13 located on the outer periphery of the building, the opposite side end face of the floor structure surface 33 may be continuous with the other part of the building. Further, the side pillar 23 may be a through pillar erected from the first floor, or may be a pipe pillar erected on the floor construction surface 33 of the second floor.

そして、高2階の床構面33の、妻面13側の辺の中央と、そこから棟11に沿って約3m離れた対辺の中央に立設された棟持ち柱17とが、棟木34の両端をそれぞれ直接支持している。例示形態では、棟持ち柱17の下端は、高2階の床構面33を囲む床梁24の上に梁勝ち状態で立設されており、棟持ち柱17の上端は、棟木34に対して柱勝ちに接合されている。ただし、棟持ち柱17の下端が床梁24に対して柱勝ちに接合されていてもよく、また、棟持ち柱17の上端が棟木34に対して棟木勝ち(桁勝ち)に接合されていてもよい。   And the center of the side by the side of the wife surface 13 of the floor construction surface 33 of the second floor, and the ridged pillar 17 erected in the center of the opposite side about 3 m away from the ridge 11 are the purlin 34. The both ends of each are directly supported. In the illustrated embodiment, the lower end of the ridged column 17 is erected in a beam-winning state on the floor beam 24 surrounding the floor structure surface 33 on the second floor, and the upper end of the ridged column 17 is It is joined to the pillar win. However, the lower end of the ridged column 17 may be joined to the floor beam 24 in a column win, and the upper end of the ridged column 17 is joined to the purlin 34 in a sparge win (girder win). Also good.

例示形態における棟持ち柱17の長さは3.3〜3.4mで、断面形状は略正方形である。この棟持ち柱17がさらに長くなる場合は、その断面形状を棟11方向に長い長方形とすることで、耐風性能を高めることができる。なお、高2階の床構面33の棟11方向に沿う長さが目安として5mを超える場合は、その中間部にも棟持ち柱(図示せず)を追加で立設して、棟木34の中間部を支持するのが好ましい。   The length of the ridged pillar 17 in the illustrated form is 3.3 to 3.4 m, and the cross-sectional shape is substantially square. When the ridged column 17 becomes longer, the wind resistance can be improved by making the cross-sectional shape a rectangle that is long in the ridge 11 direction. In addition, when the length along the direction of the ridge 11 of the floor structure surface 33 on the second floor exceeds 5 m as a guideline, a ridged pillar (not shown) is additionally erected in the middle part of the ridgeline 34. It is preferable to support the middle part of the above.

妻面13における棟持ち柱17の左右両側には、適宜(例示形態では約1m)の間隔を隔てて、妻面副柱19が立設されている。この妻面副柱19も、妻面13の棟持ち柱17と同様に、その下端が高2階の床構面33を囲む床梁24の上に梁勝ち状態で立設されており、上端は妻面13上部の勾配梁21に対して柱勝ちに接合されている。ただし、妻面副柱19の下端が床梁24に対して柱勝ちに接合されていてもよく、また、妻面副柱19の上端が勾配梁21に対して梁勝ちに接合されていてもよい。   On the left and right sides of the built-up column 17 on the wife surface 13, a wife surface sub-column 19 is erected with an appropriate interval (about 1 m in the illustrated embodiment). As with the built-up column 17 of the wife surface 13, the lower end of the wife surface column 19 is also erected in a beam-winning state on the floor beam 24 surrounding the floor structure surface 33 on the second floor. Is joined to the gradient beam 21 at the top of the end face 13 in a column winning manner. However, the lower end of the end face sub-column 19 may be joined to the floor beam 24 in a column win, or the upper end of the end face sub-column 19 may be joined to the gradient beam 21 in a beam win. Good.

そして、妻面13の棟持ち柱17と各妻面副柱19との間に、高2階の床構面33から妻面13の破風の高さまで達する縦長の窓51が設けられている。ここで「破風の高さ」とは、少なくとも軒桁15を水平に結ぶライン(小屋組の三角形の底辺:図5参照)よりも高い位置のことである。小屋組の底辺を下弦材が横切らない構造を採用したことにより、この窓51は、その中間部分が小屋梁その他の構造材によって分断されない、上下方向への連続性を備えた窓となる。このような背の高い窓を妻面13の中央に設けることにより、妻面13の屋内側には、格段に明るく、開放感に富む空間が創出される。窓51を開閉可能な形態にすれば、通風も十分に得られる。なお、窓51に嵌め込まれるガラス障子の枠体等によって窓51の開口面が複数の部分に分割されることは、窓51の全体的な連続性を損なうものではない。   A vertically long window 51 is provided between the built-up pillar 17 of the wife face 13 and each of the wife face sub-columns 19 so as to reach the height of the breaking wind of the wife face 13 from the floor structure surface 33 on the second floor. Here, “the height of the blast” is a position higher than at least a line that horizontally connects the eaves girder 15 (the base of the triangle of the roof set: see FIG. 5). By adopting a structure in which the lower chord material does not cross the bottom of the hut assembly, the window 51 is a window having continuity in the vertical direction in which an intermediate portion is not divided by the shed beam or other structural material. By providing such a tall window in the center of the wife surface 13, a space that is much brighter and more open is created on the indoor side of the wife surface 13. If the window 51 can be opened and closed, sufficient ventilation can be obtained. Note that the opening surface of the window 51 being divided into a plurality of portions by a glass shoddle frame or the like fitted into the window 51 does not impair the overall continuity of the window 51.

この妻面13における窓51以外の部分、つまり妻面副柱19と妻面13の両隅部に立設された側柱23とによって挟まれた、約2m幅の壁面には、適宜の短梁22等が結合され、さらに構造用合板等の補剛面材が張設されて、窓51を左右から挟む耐力壁35が形成されている。これにより妻面13の面内剛性が向上し、切妻屋根12を有する正面視五角形の建物架構が、より強固なものとなる。   On the wall surface of the end face 13 other than the window 51, that is, between the end face pillar 19 and the side pillars 23 erected at both corners of the end face 13, a wall having a width of about 2 m is appropriately short. The beam 22 and the like are coupled, and a stiffening surface material such as a structural plywood is stretched to form a load bearing wall 35 that sandwiches the window 51 from the left and right. As a result, the in-plane rigidity of the end face 13 is improved, and the pentagonal building frame having the gable roof 12 becomes stronger.

さらに、例示形態の住宅1では、棟持ち柱17及び妻面副柱19を支持する高2階(H2F)の床構面33が、それよりも略半階分低い下層階である2階(2F)の床構面32の上に重なるように架設されている。そして、高2階の床構面33を囲む床梁24と、2階の床構面32を囲む床梁25とが、短柱材18や補剛面材(図示せず)を介して一体的に結合されることにより、高2階と2階との間にも耐力壁36が形成されている。このように、各階の床構面を支持する床梁24、25を上下二段に重ねた二重床構造を採用することにより、床梁24、25等の部材断面寸法を抑制しながら、正面視五角形の建物架構の安定性をさらに高めることができる。図10中の網掛け部分は、妻面13の耐力壁35、36となる部分を示している。なお、高2階よりも略半階分高い位置に設けられる小屋裏階(LF)の床構面は、小屋組の下弦材の高さに架設された小屋梁16(図9参照)によって支持されている。   Further, in the residential form 1 in the illustrated form, the second floor (H2F) floor structure surface 33 that supports the ridged pillar 17 and the wife side subcolumn 19 is a lower floor that is approximately half a floor lower than the second floor ( 2F) so as to overlap with the floor construction surface 32. The floor beam 24 surrounding the floor structure surface 33 on the second floor and the floor beam 25 surrounding the floor structure surface 32 on the second floor are integrated with each other via the short column member 18 and a stiffening surface material (not shown). As a result, the bearing wall 36 is also formed between the second and second floors. In this way, by adopting a double floor structure in which the floor beams 24 and 25 that support the floor structure of each floor are stacked in two upper and lower stages, while suppressing the cross-sectional dimensions of the members of the floor beams 24 and 25, etc., the front surface The stability of the building pentagonal view can be further improved. The shaded portions in FIG. 10 indicate portions that become the bearing walls 35 and 36 of the end face 13. The floor structure of the back of the hut (LF), which is approximately half a floor higher than the 2nd floor, is supported by a hut beam 16 (see FIG. 9) that is installed at the height of the lower chord of the hut assembly. Has been.

このようにして妻面13の剛性を強化した建物架構においては、前述した妻面13の窓51を、2階の床面近傍まで下向きに拡張することが可能になる。すなわち、高2階の床構面33と2階の床構面32との間に設ける耐力壁36を、高2階よりも上方の部分と幅を揃えるように配置すれば、高2階と2階との間の部分にも、前述の窓51と幅を揃えて背の低い窓52を設けることができる。この窓51は、1階のリビングルーム102の開放感をさらに高める。なお、この窓52と、高2階よりも上方の窓51とは、高2階の床構面33を支持する床梁24によって構造的には分割されたものになるが、外観的には上下方向に等幅で連続する印象のものとなる。   In the building frame in which the rigidity of the end face 13 is enhanced in this way, the window 51 of the end face 13 described above can be extended downward to the vicinity of the floor surface on the second floor. That is, if the bearing wall 36 provided between the floor structure surface 33 on the second floor and the floor structure surface 32 on the second floor is arranged so that the width is aligned with the portion above the second floor, the second floor A short window 52 having the same width as that of the above-described window 51 can also be provided in a portion between the second floor. This window 51 further enhances the feeling of opening of the living room 102 on the first floor. The window 52 and the window 51 above the second floor are structurally divided by the floor beams 24 that support the floor structure 33 on the second floor, but in terms of appearance. The impression is continuous with a uniform width in the vertical direction.

図11は、この建物架構の妻面13に設ける窓51、52及び耐力壁35、36の他の構成例を示している。この例では、棟持ち柱17の左右両側に、それぞれ2本ずつの妻面副柱19が略等間隔(例示形態では0.75mの間隔)で立設され、それらの間に計4か所の窓51が形成されている。また、高2階の床構面33と2階の床構面32との間にも、上方の窓51と幅を揃えて、計4か所の窓52が形成されている。これらの窓51、52の開口幅は全体で約3mとなり、妻面13の間口の約1/2に及ぶ。外側の妻面副柱19と両隅部の側柱23とによって挟まれた約1.5m幅の壁面は、前述の形態と同様の耐力壁35となされている。   FIG. 11 shows another configuration example of the windows 51 and 52 and the load-bearing walls 35 and 36 provided on the end face 13 of the building frame. In this example, two wives sub-columns 19 are erected at substantially equal intervals (an interval of 0.75 m in the illustrated embodiment) on each of the left and right sides of the built-up column 17, and a total of four places are provided between them. Window 51 is formed. In addition, a total of four windows 52 are formed between the floor structure surface 33 on the second floor and the floor structure surface 32 on the second floor so as to have the same width as the upper window 51. The opening width of these windows 51 and 52 is about 3 m as a whole, and covers about 1/2 of the frontage of the end face 13. A wall surface having a width of about 1.5 m sandwiched between the outer face sub-column 19 and the side columns 23 at both corners is a load bearing wall 35 similar to the above-described embodiment.

このように、棟持ち柱17と、妻面13の両側部に設けた耐力壁35とによって切妻屋根12を支持する本発明の建物架構によれば、間口がおおむね6m以内の妻面13において、その中央に、間口の1/2程度までの幅を有する背の高い窓51を、小屋組の下弦材が横切らない形態で設けることができる。   Thus, according to the building frame of the present invention that supports the gable roof 12 by the building column 17 and the load bearing walls 35 provided on both sides of the wife surface 13, in the wife surface 13 whose frontage is approximately within 6 m, In the center, a tall window 51 having a width up to about ½ of the frontage can be provided in a form that does not cross the lower chord material of the cabin set.

さらに、この建物架構は、図12に示すように、勾配屋根面に補剛面材37を取り付けることによって、風力等に対する架構全体の水平耐力を増強することができる。図示の形態では、棟11の端部に接合された妻面13上部の勾配梁21とこれに隣接する妻面13から2本目の勾配梁21との間、妻面13から2本目の勾配梁21と3本目の勾配梁21との間、及び妻面13から4本目の勾配梁21と5本目の勾配梁21(無梁空間となる高2階の床構面33の対辺上に位置する勾配梁21)との間の計3か所に、棟11を挟んで両流れ方向に対称となるように補剛面材37が取り付けられている。ただし、妻面13に沿って取り付けられる屋根端部の補剛面材37以外の配置については、屋根面の大きさや勾配梁21の配置間隔等に応じて適宜、設定されればよい。   Furthermore, as shown in FIG. 12, this building frame can enhance the horizontal proof stress of the whole frame with respect to wind power etc. by attaching the stiffening surface material 37 to a sloped roof surface. In the form shown in the figure, the gradient beam 21 on the top of the end face 13 joined to the end of the ridge 11 and the second gradient beam 21 from the end face 13 adjacent thereto, and the second gradient beam from the end face 13. 21 and the third graded beam 21 and the fourth graded beam 21 and the fifth graded beam 21 from the end face 13 (located on opposite sides of the floor structure surface 33 on the second floor, which is a no-beam space). Stiffening face materials 37 are attached to a total of three locations between the gradient beams 21) so as to be symmetrical in both flow directions across the ridge 11. However, the arrangement of the roof end other than the stiffening surface material 37 attached along the end face 13 may be appropriately set according to the size of the roof surface, the arrangement interval of the gradient beams 21, and the like.

補剛面材37は構造用合板等からなり、相対する勾配梁21の間に落とし込まれて、それぞれの長辺が、各勾配梁21の側面に添設された受部材38に接合される。場合によっては、それに加えて補剛面材37の短辺が、棟木34、軒桁15等に添設された適宜の受部材等に接合されてもよい。   The stiffening surface material 37 is made of a structural plywood or the like, and is dropped between the opposing gradient beams 21, and each long side is joined to a receiving member 38 attached to the side surface of each gradient beam 21. . In some cases, the short side of the stiffening surface member 37 may be joined to an appropriate receiving member or the like attached to the purlin 34, the eaves girder 15 or the like.

こうして屋根面に傾斜状態で固定された補剛面材37の水平成分により架構全体の水平剛性が強化される結果、この建物架構では、通常なら小屋底面の隅部(例示形態では短梁22と軒桁15との接合部等)に取り付けられる火打ち部材その他の補強部材を省くことが可能になる。これにより、高2階の上方に形成される無梁空間を、一層スッキリとしたものにすることができる。   As a result of the horizontal component of the entire frame being reinforced by the horizontal component of the stiffening surface member 37 that is fixed to the roof surface in an inclined state, the building frame usually has a corner at the bottom of the hut (in the illustrated embodiment, the short beam 22 and the like). It is possible to omit the fire-fitting member and other reinforcing members attached to the eaves girder 15 and the like. Thereby, the no-beam space formed above the high second floor can be made even cleaner.

なお、本発明は、屋根の少なくとも一部が切妻屋根となされた建物において、該切妻屋根の棟の直下階の、少なくとも片側の妻面を含む部位の建物架構に適用されるものであり、当該部位以外の建物架構については、その構成を特に限定するものではない。切妻屋根の「直下階」に相当する階層は、実質的に1階でもよいし、3階以上の階層であってもよい。また、本発明は、妻面の形状が棟を挟んで左右対称になる建物架構だけでなく、妻面が多少、非対称の形状になる建物架構にも適用可能である。さらに、本発明は、木造軸組構造からなる建物架構だけでなく、これに準じたパネル構造、ツーバイフォー構造、あるいはそれらの複合構造等からなる様々な木質造の建物架構に適用可能であり、構成部材の詳細な形状や接合形態も、本発明の主旨を逸脱しない範囲で適宜改変可能である。また、建物各部の用途や間取りも、特に例示形態に限定されるものではない。   The present invention is applied to a building frame of a part including at least one side of the floor of a floor directly below the gable roof ridge in a building in which at least a part of the roof is a gable roof. The structure of the building frame other than the part is not particularly limited. The level corresponding to the “direct floor” of the gable roof may be substantially the first level, or may be a level of three or more levels. Further, the present invention can be applied not only to a building frame in which the shape of the wife surface is symmetrical with respect to the ridge, but also to a building frame in which the wife surface has a slightly asymmetric shape. Furthermore, the present invention can be applied not only to a building frame having a wooden frame structure, but also to various wooden building frames having a panel structure, a two-by-four structure, or a composite structure of the same. The detailed shape and joining form of the members can be modified as appropriate without departing from the gist of the present invention. Moreover, the use and floor plan of each part of the building are not particularly limited to the illustrated form.

1 住宅
11 棟
12 切妻屋根
13 妻面
15 軒桁
16 小屋梁
17 棟持ち柱
18 短柱材
19 妻面副柱
21 勾配梁
23 側柱
24 床梁
32 2階の床構面
33 高2階の床構面
34 棟木
51 窓
52 窓
DESCRIPTION OF SYMBOLS 1 House 11 Building 12 Gable roof 13 Wife surface 15 Eaves girder 16 Hut beam 17 Building column 18 Short column material 19 Wife side subcolumn 21 Gradient beam 23 Side column 24 Floor beam 32 Second floor floor structure 33 High second floor Floor construction 34 Purlin 51 Window 52 Window

Claims (4)

屋根の少なくとも一部が切妻屋根となされた木質造建物において、前記切妻屋根の少なくとも一方の妻面を含めて構成される正面視五角形の建物架構であって、
前記切妻屋根の直下階に設けられる平面視矩形の床構面と、
前記床構面の四隅に立設された側柱と、
前記側柱の上端を桁行方向に連結して互いに相対する一対の軒桁と、
前記一対の軒桁からそれぞれ前記切妻屋根の棟に向け適宜間隔で合掌形に架設された複数本の勾配梁と、
前記勾配梁の上端を連結する棟木と、
前記切妻屋根の少なくとも一方の妻面を含む棟直下位置に立設されて前記床構面上に前記棟木を直接、支持する棟持ち柱と、
前記妻面の棟持ち柱の左右両側に適宜間隔を隔てて立設され、前記床構面上に妻面上部の勾配梁を支持する妻面副柱と、
を具備し、
前記妻面における前記棟持ち柱と前記各妻面副柱との間に、前記床構面から妻面の破風の高さまで上下方向への連続性を備えて開口する窓が設けられるとともに、
前記切妻屋根に作用する鉛直荷重を前記棟持ち柱で負担することにより、前記床構面上に、前記切妻屋根を構成する小屋組の下弦材が横断しない無梁空間が形成されたことを特徴とする建物架構。
In a wooden building in which at least a part of the roof is a gable roof, the building frame has a pentagonal shape when viewed from the front including at least one of the gable surfaces of the gable roof,
A rectangular floor structure provided on the floor immediately below the gable roof;
Side pillars erected at the four corners of the floor construction surface,
A pair of eaves beams connected to each other by connecting the upper ends of the side columns in the column direction;
A plurality of gradient beams erected in a palm shape at appropriate intervals from the pair of eaves girder toward the gable roof ridge,
A purlin connecting the upper ends of the gradient beams;
A ridged pillar that is erected at a position directly below the ridge that includes at least one of the gable roofs and directly supports the purlin on the floor construction surface;
A wife face sub-column that is erected at appropriate intervals on both the left and right sides of the built-up pillar of the wife face, and supports a gradient beam at the upper part of the wife face on the floor construction surface,
Comprising
Between the ridged pillar on the wife face and each wife face sub-pillar, there is provided a window that opens with continuity in the vertical direction from the floor construction surface to the height of the wind breaking on the wife face,
By bearing a vertical load acting on the gable roof with the ridged pillar, a non-beam space is formed on the floor construction surface so that the lower chord material of the hut set constituting the gable roof does not cross. The building frame.
請求項1に記載された建物架構において、
前記妻面における前記側柱と妻面副柱とに挟まれた部分に補剛面材が張設されたことを特徴とする建物架構。
In the building frame according to claim 1,
A building frame characterized in that a stiffening surface material is stretched in a portion sandwiched between the side column and the wife surface sub-column on the wife surface.
請求項1または2に記載された建物架構において、
前記直下階の床構面は、その四周に配置された当該直下階の床梁によって支持されるとともに、
前記直下階の床構面よりも下方に、略半階分以内の高さを隔てて、下層階の床梁によって支持される下層階の床構面が設けられたことを特徴とする建物架構。
In the building frame described in claim 1 or 2,
The floor structure of the floor immediately below is supported by the floor beams of the floor immediately below that are arranged around the circumference,
A building structure characterized in that a lower floor structure is supported below the floor structure of the immediately lower floor and is supported by a floor beam of a lower floor with a height of approximately half a floor or less. .
請求項1、2または3に記載された建物架構において、
前記妻面上部の勾配梁と、これに隣接する勾配梁との間に補剛面材が落とし込まれて、該補剛面材が前記両勾配梁に接合されたことを特徴とする建物架構。
In the building frame according to claim 1, 2, or 3,
A building frame characterized in that a stiffening surface material is dropped between the gradient beam at the upper part of the end face and a gradient beam adjacent thereto, and the stiffening surface material is joined to the both gradient beams. .
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