JP2004245043A - Building - Google Patents

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JP2004245043A
JP2004245043A JP2004126009A JP2004126009A JP2004245043A JP 2004245043 A JP2004245043 A JP 2004245043A JP 2004126009 A JP2004126009 A JP 2004126009A JP 2004126009 A JP2004126009 A JP 2004126009A JP 2004245043 A JP2004245043 A JP 2004245043A
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base
fixed
building
mounting
plate
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Inventor
Hiromitsu Ishikawa
博光 石川
Hiroshi Horikawa
浩志 堀川
Hidekazu Nagahashi
秀和 長橋
Tsutomu Takahashi
努 高橋
Koichi Yashiro
浩一 八代
Yoshihiko Maruyama
義彦 丸山
Kunio Ideno
邦雄 出野
Shigeru Naito
繁 内藤
Yoji Shiina
洋史 椎名
Tsunehiro Hasegawa
常博 長谷川
Masaaki Watanabe
公明 渡辺
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Nippon Light Metal Co Ltd
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Nippon Light Metal Co Ltd
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Priority to JP2004126009A priority Critical patent/JP2004245043A/en
Publication of JP2004245043A publication Critical patent/JP2004245043A/en
Abandoned legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a building which is easy to position various members on a foundation for their installation, and has a high installation precision of these members. <P>SOLUTION: A sill 10 made of extruded aluminum alloy shape materials is arranged on the surface of a foundation K, and installation members 20 made of extruded aluminum alloy materials are installed on the sill 10. Sleepers 41 are supported by overhanging parts 15 longitudinally formed along the side faces of the sill 10, and columns 32, studs 33, etc. are installed using the mounting means 22 of the installation members 20. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

本発明は、土台廻りの構造に特徴を有する建築物に関する。   The present invention relates to a building characterized by a structure around a base.

従来、木造住宅は、布基礎などの基礎の上面に配設された断面角形の木製土台に、大引や根太といった横架材、通し柱、管柱、間柱といった柱材、さらには筋交などを取り付けて構築されている(例えば、特許文献1参照)。また、大壁方式の場合には、構造用合板や石膏ボードといった壁面材も土台に固定される。   Conventionally, wooden houses have a wooden base with a rectangular cross section arranged on the upper surface of a foundation such as a cloth foundation, and horizontal members such as sculptures and joists, pillars such as through columns, pipe columns, studs, and braces etc. It is attached and constructed (for example, see Patent Document 1). In the case of the large wall system, wall materials such as structural plywood and gypsum board are also fixed to the base.

実開平6−28071号公報(全頁)Japanese Utility Model Laid-Open No. 6-28071 (all pages)

このように、土台に対して様々な部材が取り付けられるにもかかわらず、土台への部材の取付構造を総合的に簡素化する試みは見受けられない。すなわち、土台と柱材とを接合するための接合構造(接合金物)や土台と大引とを接合するための接合構造(接合金物)など個々の部材に対する接合構造は多く提案されているが、これら接合金物は、接合箇所ごとに位置決めをしつつ、その都度取り付けなければならないため、結局のところ非常に手間を要していた。   As described above, although various members are attached to the base, no attempt has been made to comprehensively simplify the structure for attaching the members to the base. In other words, many joining structures for individual members such as a joining structure (joining hardware) for joining the base and the column material and a joining structure (joining hardware) for joining the base and the pulling bar have been proposed. Since these metal fittings have to be attached each time while being positioned for each joint, it is extremely troublesome after all.

そこで、本発明は、土台に取り付く各種部材の位置決めが容易で、かつ、これら部材の取付精度が高い建築物を提供することを課題とする。   Therefore, an object of the present invention is to provide a building in which positioning of various members to be attached to a base is easy and mounting accuracy of these members is high.

このような課題を解決するために、請求項1に記載の発明は、基礎の上面に配設される土台と、当該土台に立設される柱材と、対向する一対の前記土台間に架設される複数の横架材とを備える建築物であって、前記土台は、アルミニウム合金製の押出形材からなり、その側面に長手方向に沿って張出部が形成され、当該張出部に前記横架材の下面が支持されていることを特徴とする。   In order to solve such a problem, the invention according to claim 1 includes a base provided on an upper surface of a foundation, a pillar material erected on the base, and a bridge installed between a pair of opposed bases. And a plurality of horizontal members to be provided, wherein the base is made of an extruded member made of an aluminum alloy, and an overhang portion is formed along the longitudinal direction on a side surface thereof. The lower surface of the horizontal member is supported.

かかる建築物によると、土台の側面に形成された張出部に横架材を載置するだけで、当該横架材の高さ方向の位置決めがなされるので施工性がよい。また、張出部は土台の長手方向に沿って形成されているので、複数の横架材を取り付けたときに、その上面が面一になる。したがって、その横架材の上面に床仕上材などを精度よく覆設することができる。
また、土台は、強度の割に軽いアルミニウム合金製の押出形材からなるため、現場での取り回しが容易である。しかも、土台が白蟻の食害を受けず、湿気の多い床下空間に面していても腐朽しないため、耐久性の高い建築物を構築することができる。さらに、土台の断面寸法の経年変化がなく、加工精度が高いため、建築物にひずみを生じさせることもない。
なお、柱材には、通し柱、管柱、間柱といった鉛直方向に立設されるもののほか、筋交も含むものとする。
According to such a building, only by placing the horizontal member on the overhanging portion formed on the side surface of the base, positioning in the height direction of the horizontal member is performed, so that the workability is good. Further, since the overhang portion is formed along the longitudinal direction of the base, the upper surface thereof becomes flush when a plurality of cross members are attached. Therefore, a floor finishing material or the like can be accurately covered on the upper surface of the horizontal member.
In addition, since the base is made of an extruded member made of an aluminum alloy that is light for its strength, it can be easily handled on site. Moreover, since the base is not damaged by termites and does not rot even if it faces the humid underfloor space, a highly durable building can be constructed. Furthermore, there is no aging of the cross-sectional dimensions of the base and the processing accuracy is high, so that no distortion is caused in the building.
In addition, the pillar members include not only those that are vertically erected such as through pillars, pipe pillars, and studs, but also bracing.

請求項2に記載の発明は、請求項1に記載の建築物であって、前記横架材の端部には、その中央部にスリットが形成され、前記土台の側面に前記横架材のスリットに挿入される中間張出部が形成され、当該中間張出部に前記横架材の中央部が支持されていることを特徴とする。   The invention according to claim 2 is the building according to claim 1, wherein a slit is formed at a center portion of an end of the cross member, and a slit of the cross member is formed on a side surface of the base. An intermediate overhang inserted into the slit is formed, and the central portion of the horizontal member is supported by the intermediate overhang.

かかる建築物によると、張出部と中間張出部とで横架材を支持するので、その安定性が高い。   According to such a building, since the horizontal member is supported by the overhang portion and the intermediate overhang portion, the stability is high.

請求項3に記載の発明は、請求項1又は請求項2に記載の建築物であって、前記横架材は、前記土台の張出部に支持されるとともに、前記土台の側面に固定されるブラケットを介して前記土台に支持されていることを特徴とする。   The invention according to claim 3 is the building according to claim 1 or 2, wherein the cross member is supported by a projecting portion of the base and fixed to a side surface of the base. Characterized by being supported by the base via a bracket.

かかる建築物によると、ブラケットが張出部の上面に固定されることになるが、当該ブラケットの位置決めは容易であり、かつ、ブラケットを精度よく取り付けることができる。したがって、ブラケットの上面に横架材が載置される場合でも、横架材の位置決めが容易で、かつ、横架材を精度よく取り付けることができる。   According to such a building, the bracket is fixed to the upper surface of the overhang, but the positioning of the bracket is easy and the bracket can be attached with high accuracy. Therefore, even when the horizontal member is placed on the upper surface of the bracket, the positioning of the horizontal member is easy and the horizontal member can be attached with high accuracy.

請求項4に記載の発明は、請求項1乃至請求項3のいずれか一項に記載の建築物であって、前記土台の張出部の上面に壁面材が載置され、当該壁面材は、前記土台の側面に固定されていることを特徴とする。   The invention according to claim 4 is the building according to any one of claims 1 to 3, wherein a wall material is mounted on an upper surface of the overhanging portion of the base, and the wall material is , And is fixed to a side surface of the base.

かかる建築物によると、土台の側面に形成された張出部に壁面材を載置するだけで、当該壁面材の高さ方向の位置決めがなされ、また、土台の側面に壁面材の下端部を直に固定することができるので、施工性がよい。なお、壁面材は、合板や石膏ボードのほか、断熱材などと一体化されたパネル材であってもよい。   According to such a building, positioning of the wall material in the height direction is performed only by placing the wall material on the overhanging portion formed on the side surface of the base, and the lower end of the wall material is placed on the side surface of the base. Workability is good because it can be fixed directly. The wall material may be a plywood or a gypsum board, or a panel material integrated with a heat insulating material or the like.

請求項5に記載の発明は、請求項1乃至請求項4のいずれか一項に記載の建築物であって、前記土台の上面に、アルミニウム合金製の押出形材からなる取付部材が固定され、前記取付部材は、前記土台の上面に当接する固定板と、当該固定板から立設する取付板とを有し、前記取付板に前記柱材が固定されていることを特徴とする。   The invention according to claim 5 is the building according to any one of claims 1 to 4, wherein a mounting member made of an extruded aluminum alloy material is fixed to an upper surface of the base. The mounting member has a fixing plate abutting on an upper surface of the base and a mounting plate erected from the fixing plate, and the column material is fixed to the mounting plate.

かかる建築物によると、取付部材が強度の割に軽いアルミニウム合金製の押出形材からなるため、現場での取り回しが容易である。しかも、取付部材が白蟻の食害を受けず、湿気の多い床下空間に面していても腐朽しないため、耐久性の高い建築物を構築することができる。さらに、取付部材の断面寸法の経年変化がなく、加工精度が高いため、建築物にひずみを生じさせることもない。   According to such a building, since the mounting member is made of an extruded member made of an aluminum alloy that is light for its strength, it can be easily handled on site. In addition, since the mounting member is not affected by termites and does not rot even if it faces the humid underfloor space, a highly durable building can be constructed. Furthermore, there is no aging of the cross-sectional dimension of the mounting member, and the processing accuracy is high, so that the building is not distorted.

請求項6に記載の発明は、請求項5に記載の建築物であって、前記柱材の下端部には、スリットが鉛直方向に形成され、当該スリットに前記取付部材の取付板が挿入されていることを特徴とする。   The invention according to claim 6 is the building according to claim 5, wherein a slit is formed in a lower end portion of the column member in a vertical direction, and a mounting plate of the mounting member is inserted into the slit. It is characterized by having.

かかる建築物によると、取付部材の取付板に柱材の下端部を外挿するだけで柱材の位置決めがなされるので、施工性が良い。   According to such a building, the positioning of the column material is performed only by extrapolating the lower end portion of the column material to the mounting plate of the mounting member, so that the workability is good.

請求項7に記載の発明は、請求項5又は請求項6に記載の建築物であって、前記土台の上面側および前記取付部材の固定板の下面側には、前記土台の長手方向に沿って、一方に凹溝が形成され、他方に凸条が形成され、当該凹溝と凸条とが互いに係合していることを特徴とする。   The invention according to claim 7 is the building according to claim 5 or 6, wherein the upper surface side of the base and the lower surface side of the fixing plate of the mounting member extend along the longitudinal direction of the base. A groove is formed on one side and a ridge is formed on the other, and the groove and the ridge are engaged with each other.

かかる建築物によると、取付部材を土台の上面に取り付ける際に、その位置決めが容易になるとともに、精度よく取り付けることが可能で、結果としてひずみの少ない建築物を構築することができる。   According to such a building, when the mounting member is mounted on the upper surface of the base, the positioning becomes easy, and the mounting member can be mounted with high accuracy, and as a result, a building with less distortion can be constructed.

請求項8に記載の発明は、請求項5乃至請求項7のいずれか一項に記載の建築物であって、前記土台には、長手方向に沿って横向きに開口する嵌合溝が形成され、当該嵌合溝に前記取付部材の固定板の側端部分が嵌合されていることを特徴とする。   The invention according to claim 8 is the building according to any one of claims 5 to 7, wherein the base is formed with a fitting groove that opens laterally along a longitudinal direction. A side end portion of a fixing plate of the mounting member is fitted in the fitting groove.

かかる建築物によると、柱材と土台とを接合する取付部材の固定板が土台に形成された横向きに開口する嵌合溝に嵌っているので、上向きの力(引抜力)に対する抵抗力が高い。また、取付部材を土台に取り付ける際には、嵌合溝がガイドになるので、その位置決めが容易になるとともに、精度よく取り付けることができ、結果としてひずみの少ない建築物を構築することができる。   According to such a building, since the fixing plate of the mounting member that joins the pillar and the base is fitted in the laterally open fitting groove formed in the base, the resistance to the upward force (pulling force) is high. . Further, when the mounting member is mounted on the base, the fitting groove serves as a guide, so that the positioning can be facilitated, and the mounting member can be mounted with high accuracy, and as a result, a building with less distortion can be constructed.

請求項9に記載の発明は、請求項5乃至請求項8のいずれか一項に記載の建築物であって、前記取付部材は、前記土台の長手方向に沿って配設され、複数の前記柱材が固定されていることを特徴とする。   The invention according to claim 9 is the building according to any one of claims 5 to 8, wherein the mounting member is disposed along a longitudinal direction of the base, and It is characterized in that the column material is fixed.

かかる建築物によると、柱材ごとに取付部材を取り付ける必要がないので、施工性が良い。   According to such a building, there is no need to attach a mounting member to each pillar, so that workability is good.

請求項10に記載の発明は、請求項5乃至請求項9のいずれか一項に記載の建築物であって、前記横架材の上面に壁面材が載置され、当該壁面材は、前記取付部材の取付板に沿って配設された受け木を介して前記取付板に固定されていることを特徴とする。   The invention according to claim 10 is the building according to any one of claims 5 to 9, wherein a wall material is placed on an upper surface of the horizontal member, and the wall material is It is characterized in that it is fixed to the mounting plate via a receiving tree arranged along the mounting plate of the mounting member.

かかる建築物によると、精度よく取り付けられた横架材の上面に壁面材が載置されるので、壁面材の位置決めが容易で、かつ、取付精度も高い。   According to such a building, the wall material is placed on the upper surface of the accurately mounted horizontal member, so that the positioning of the wall material is easy and the mounting accuracy is high.

請求項11に記載の発明は、請求項1乃至請求項4のいずれか一項に記載の建築物であって、前記土台に筋交又は壁面材が立設され、前記土台の上面にアルミニウム合金製の押出形材からなる取付部材が固定され、前記取付部材は、前記土台に当接する固定板と、当該固定板から立設する取付板とを有し、前記固定板は、前記土台の側面に当接する垂直面と前記土台の上面に当接する水平面とを有し、当該水平面と垂直面とで前記土台に固定され、前記取付板の側面に前記筋交または壁面材が固定されていることを特徴とする。   The invention according to claim 11 is the building according to any one of claims 1 to 4, wherein braces or wall materials are erected on the base, and an aluminum alloy is provided on an upper surface of the base. A mounting member made of extruded profile is fixed, the mounting member has a fixing plate abutting on the base, and a mounting plate standing upright from the fixing plate, and the fixing plate is a side surface of the base. Having a vertical surface abutting on the base and a horizontal surface abutting on the upper surface of the base, being fixed to the base with the horizontal surface and the vertical surface, and the bracing or wall material being fixed to a side surface of the mounting plate. It is characterized by.

かかる建築物によると、取付部材の固定板が土台の上面と側面とに固定されるので、その接合強度が高く、結果として建築物全体の強度が向上する。また、取付部材を土台に取り付ける際には、固定板の垂直面を土台の側面に当接させることでその位置決めがなされるので、取付精度が高く、結果としてひずみの少ない建築物を構築することができる。   According to such a building, since the fixing plate of the mounting member is fixed to the upper surface and the side surface of the base, the joining strength is high, and as a result, the strength of the entire building is improved. In addition, when attaching the mounting member to the base, the vertical surface of the fixing plate is positioned by contacting the vertical surface of the fixing plate with the side surface of the base. Can be.

請求項12に記載の発明は、請求項1乃至請求項4のいずれか一項に記載の建築物であって、前記土台に筋交又は壁面材が立設され、前記土台の上面には、その長手方向に沿って取付部が形成されており、当該取付部の側面に前記筋交または壁面材が固定されていることを特徴とする。   The invention according to claim 12 is the building according to any one of claims 1 to 4, wherein braces or wall materials are erected on the base, and on the upper surface of the base, A mounting portion is formed along the longitudinal direction, and the braces or wall materials are fixed to side surfaces of the mounting portion.

かかる建築物によると、筋交又は壁面材の下端部分を土台の上面に形成された取付部に沿って載置するだけでその位置決めがなされるので、その取付作業が非常に容易である。さらに、取付作業中に筋交又は壁面材の位置がずれることもないため、取付精度が高く、結果としてひずみの少ない建築物を構築することができる。   According to such a building, since the positioning is performed only by placing the braces or the lower end portion of the wall material along the mounting portion formed on the upper surface of the base, the mounting operation is very easy. Further, since the bracing or the position of the wall material does not shift during the mounting operation, the mounting accuracy is high, and as a result, a building with less distortion can be constructed.

請求項13に記載の発明は、基礎の上面に配設される土台と、当該土台の上面に立設される壁面材とを備える建築物であって、前記土台の上面に、その長手方向に沿って取付部が形成されており、当該取付部の側面に前記壁面材が固定されていることを特徴とする。   The invention according to claim 13 is a building including a base provided on an upper surface of a foundation and a wall material erected on the upper surface of the base, wherein the upper surface of the base is provided in a longitudinal direction thereof. A mounting portion is formed along the mounting portion, and the wall material is fixed to a side surface of the mounting portion.

かかる建築物によると、壁面材の下端部分を土台の上面に形成された取付部に沿って載置するだけでその位置決めがなされるので、その取付作業が非常に容易である。さらに、取付作業中に壁面材の位置がずれることもないため、取付精度が高く、結果としてひずみの少ない建築物を構築することができる。   According to such a building, since the positioning is performed only by placing the lower end portion of the wall material along the mounting portion formed on the upper surface of the base, the mounting operation is very easy. Further, since the position of the wall material does not shift during the mounting operation, the mounting accuracy is high, and as a result, a building with less distortion can be constructed.

請求項14に記載の発明は、洋室と和室との境界に配設される土台と、当該土台に直交する方向に配設される洋室側の大引および和室側の大引とを備え、前記洋室側の大引の上面に根太が直交して配設され、当該根太上に合板と床仕上材とが積層され、前記和室側の大引の上面に合板と畳とが積層されてなる建築物であって、前記土台は、アルミニウム合金製の押出形材からなり、その両側面にそれぞれ長手方向に沿って張出部が形成され、前記洋室側の大引の下面および前記和室側の大引の下面がそれぞれ前記張出部に支持されていることを特徴とする。   The invention according to claim 14 includes a base provided at a boundary between the Western-style room and the Japanese-style room, and a Western-style room and a Japanese-style room provided in a direction orthogonal to the base, A structure in which joists are arranged orthogonally on the upper surface of the Western room side, plywood and floor finishing material are stacked on the joists, and plywood and tatami are stacked on the upper surface of the Japanese room side. The base is made of an extruded member made of an aluminum alloy, and overhangs are formed along the longitudinal direction on both side surfaces of the base, and the lower surface of the western room side and the large room on the Japanese room side are formed. A lower surface of the pull is supported by the overhang portion.

かかる建築物によると、洋室側、和室側ともに、土台の両側面のそれぞれに形成された張出部に大引を載置するだけで当該大引の高さ方向の位置決めがなされるので施工性がよい。また、張出部は土台の長手方向に沿って形成されているので、複数の大引を取り付けたときに、その上面が面一になる。したがって、和室側の合板と畳および洋室側の合板と床仕上材とをそれぞれ精度よく積層することができる。   According to such a building, both the Western room and the Japanese room can be positioned in the height direction by simply placing the pulley on the overhangs formed on both sides of the base, so that the workability is improved. Is good. Further, since the overhang portion is formed along the longitudinal direction of the base, the upper surface thereof is flush when a plurality of large pulleys are attached. Therefore, the plywood and the tatami mat of the Japanese-style room and the plywood of the Western-style room and the floor finishing material can be accurately laminated.

請求項15に記載の発明は、洋室と屋外との境界に配設される土台と、当該土台の洋室側において当該土台に直交する方向に配設される大引とを備え、前記大引の上面に根太が直交して配設され、当該根太上に合板と床仕上材とが積層されてなる建築物であって、前記土台は、アルミニウム合金製の押出形材からなり、その両側面にそれぞれ長手方向に沿って張出部が形成され、当該張出部に前記大引の下面が支持されていることを特徴とする。   The invention according to claim 15 includes a base provided at a boundary between the Western room and the outdoor, and a large-sized member provided in a direction orthogonal to the base on the Western-room side of the base, A building in which joists are arranged orthogonally on the upper surface and a plywood and a floor finishing material are laminated on the joists, wherein the base is made of an extruded aluminum alloy material, and on both sides thereof An overhang is formed along each longitudinal direction, and the underside of the large pulley is supported by the overhang.

かかる建築物によると、土台の側面に形成された張出部に大引を載置するだけで当該大引の高さ方向の位置決めがなされるので施工性がよい。また、張出部は土台の長手方向に沿って形成されているので、複数の大引を取り付けたときに、その上面が面一になる。洋室側の合板と床仕上材とをそれぞれ精度よく積層することができる。   According to such a building, since the positioning in the height direction of the large pull is performed only by placing the large pull on the overhang formed on the side surface of the base, the workability is good. Further, since the overhang portion is formed along the longitudinal direction of the base, the upper surface thereof is flush when a plurality of large pulleys are attached. The plywood on the Western room side and the floor finishing material can be laminated with high accuracy.

請求項16に記載の発明は、洋室又は廊下と屋外との境界に配設される土台と、当該土台に沿って配設される根太受材と、当該根太受材の上面に前記土台と直交する方向に配設される根太とを備え、前記根太の上面に合板と床仕上材とが積層されてなる建築物であって、前記土台は、アルミニウム合金製の押出形材からなり、その両側面にそれぞれ長手方向に沿って張出部が形成され、当該張出部に前記根太受材の下面が支持されていることを特徴とする。   The invention according to claim 16 is characterized in that a base provided at a boundary between a Western-style room or a corridor and the outdoors, a joist receiving member provided along the base, and an upper surface of the joist receiving member, the upper surface of which is orthogonal to the base. A building in which a plywood and a floor finishing material are laminated on the upper surface of the joist, wherein the base is made of an extruded aluminum alloy material, An overhang is formed on each of the surfaces along the longitudinal direction, and the undersurface of the joist bearing member is supported by the overhang.

かかる建築物によると、土台の側面に形成された張出部に根太受材を載置するだけで当該根太受材の高さ方向の位置決めがなされるので施工性がよい。   According to such a building, since the joist receiving material is positioned in the height direction only by placing the joist receiving material on the overhanging portion formed on the side surface of the base, workability is good.

請求項17に記載の発明は、請求項15又は請求項16に記載の建築物であって、前記土台の屋外側の張出部には、その上面に壁面材が載置され、当該壁面材は、前記土台の側面に固定されていることを特徴とする。   The invention according to claim 17 is the building according to claim 15 or 16, wherein a wall material is placed on an upper surface of the projecting portion on the outdoor side of the base, and the wall material is provided. Is fixed to the side surface of the base.

かかる建築物によると、土台の側面に形成された張出部に壁面材を載置するだけで、当該壁面材の高さ方向の位置決めがなされ、また、土台の側面に壁面材の下端部を直に固定することができるので、施工性がよい。   According to such a building, positioning of the wall material in the height direction is performed only by placing the wall material on the overhang formed on the side surface of the base, and the lower end of the wall material is placed on the side surface of the base. Workability is good because it can be fixed directly.

請求項18に記載の発明は、請求項15又は請求項16に記載の建築物であって、前記土台の上面に窓台が配設され、当該窓台の上面には、その屋外側に半外付けサッシが固定され、前記窓台と合板との間にスペーサが介設されていることを特徴とする。   The invention according to claim 18 is the building according to claim 15 or 16, wherein a window is provided on an upper surface of the base, and a half is provided on an upper surface of the window on an outdoor side thereof. An external sash is fixed, and a spacer is interposed between the window base and the plywood.

かかる建築物によると、土台の上面に窓台を配設することで半外付けサッシを容易に取り付けることができる。   According to such a building, the semi-external sash can be easily attached by disposing the window stand on the upper surface of the base.

請求項19に記載の発明は、請求項14乃至請求項17のいずれか一項に記載の建築物であって、前記土台の上面にアルミニウム合金製の押出形材からなる取付部材が固定され、前記取付部材は、前記土台の上面に当接する固定板と、当該固定板から立設する取付板とを有し、当該取付板に通し柱、間柱、管柱および筋交の少なくとも一つが固定されていることを特徴とする。   The invention according to claim 19 is the building according to any one of claims 14 to 17, wherein a mounting member made of an extruded aluminum alloy material is fixed to an upper surface of the base, The mounting member has a fixing plate abutting on the upper surface of the base and a mounting plate erected from the fixing plate, and at least one of a through pillar, a stud, a pipe pillar, and a bracing is fixed to the mounting plate. It is characterized by having.

かかる建築物によると、取付部材が強度の割に軽いアルミニウム合金製の押出形材からなるため、現場での取り回しが容易である。しかも、取付部材が白蟻の食害を受けず、湿気の多い床下空間に面していても腐朽しないため、耐久性の高い建築物を構築することができる。さらに、取付部材の断面寸法の経年変化がなく、加工精度が高いため、建築物にひずみを生じさせることもない。   According to such a building, since the mounting member is made of an extruded member made of an aluminum alloy that is light for its strength, it can be easily handled on site. In addition, since the mounting member is not affected by termites and does not rot even if it faces the humid underfloor space, a highly durable building can be constructed. Furthermore, there is no aging of the cross-sectional dimension of the mounting member, and the processing accuracy is high, so that the building is not distorted.

請求項20に記載の発明は、請求項19に記載の建築物であって、前記土台の室内側には、前記大引又は根太の上面に壁面材が載置され、当該壁面材は、前記取付部材の取付板の側面に沿って配設された受け木を介して前記取付板に固定されていることを特徴とする。   The invention according to claim 20 is the building according to claim 19, wherein on the indoor side of the base, a wall material is placed on the upper surface of the large or joist, and the wall material is It is characterized in that the mounting member is fixed to the mounting plate via a receiving tree arranged along the side surface of the mounting plate.

かかる建築物によると、精度よく取り付けられた横架材の上面に壁面材が載置されるので、その位置決めが容易で、かつ、取付精度も高い。   According to such a building, since the wall material is placed on the upper surface of the horizontal member that is accurately mounted, the positioning is easy and the mounting accuracy is high.

本発明に係る建築物によると、土台を利用して大引、根太、根太受材などを精度よく、かつ、簡単に取り付けることができ、さらには、取付部材を利用して柱材や壁面材などを精度よく、かつ、簡単に取り付けることができるので、結果としてひずみの少ない建築物を構築することができる。   ADVANTAGE OF THE INVENTION According to the building which concerns on this invention, a large-scale pull, a joist, a joist receiving material, etc. can be attached accurately and easily using a base, Furthermore, a column material and a wall material using an attachment member. Can be attached accurately and easily, and as a result, a building with less distortion can be constructed.

また、土台および取付部材は、強度の割に軽いアルミニウム合金製の押出形材からなるため、現場での取り回しが容易である。しかも、土台および取付部材が白蟻の食害を受けず、湿気の多い床下空間に面していても腐朽しないため、耐久性の高い建築物を構築することができる。さらに、土台の断面寸法の経年変化がなく、加工精度が高いため、建築物にひずみを生じさせることもない。   Further, since the base and the mounting member are made of an extruded member made of an aluminum alloy which is light for its strength, it can be easily handled on site. Moreover, since the base and the mounting member are not damaged by termites and do not rot even if they face the humid underfloor space, a highly durable building can be constructed. Furthermore, there is no aging of the cross-sectional dimensions of the base and the processing accuracy is high, so that no distortion is caused in the building.

本発明の実施の形態を、添付した図面を参照して詳細に説明する。なお、同一要素には同一の符号を付し、重複する説明は省略する。   Embodiments of the present invention will be described in detail with reference to the accompanying drawings. In addition, the same reference numerals are given to the same elements, and duplicate description will be omitted.

図1は本発明に係る建築物の軸組の一例を示す斜視図、図2は図1の平面図である。   FIG. 1 is a perspective view showing an example of a frame of a building according to the present invention, and FIG. 2 is a plan view of FIG.

本実施形態に係る建築物は、図1に示すように、基礎Kの上面に配設される土台10と、この土台10に立設される複数の柱材30と、対向する一対の土台10,10間に架設される複数の横架材40とを主要部として構成され、洋室1と和室2と廊下3とを有している。また、土台10の上面には、取付部材20が固定されており、この取付部材20を利用して柱材30が土台10に立設固定されている。
ここで、柱材30とは、通し柱31、管柱32、間柱33および筋交34の総称であり、横架材40とは、図2に示す大引41および根太42の総称である。
As shown in FIG. 1, the building according to the present embodiment includes a base 10 disposed on an upper surface of a foundation K, a plurality of pillars 30 erected on the base 10, and a pair of opposing bases 10. , 10 as a main part, and has a Western-style room 1, a Japanese-style room 2, and a corridor 3. A mounting member 20 is fixed to the upper surface of the base 10, and a pillar 30 is fixed to the base 10 by using the mounting member 20.
Here, the column member 30 is a general term for the through column 31, the tube column 32, the stud 33, and the bracing 34, and the horizontal member 40 is a general term for the large pull 41 and the joist 42 shown in FIG. 2.

以下、構成要素ごとに詳細に説明する。ここで、図3乃至図9は本発明に係る建築物の土台廻り構造を示す図であって、図3は土台と取付部材とを示す斜視図、図4(a)は取付部材の断面図、図4(b)は土台の断面図、図5は大引および柱材の取付状態を示す斜視図、図6は筋交の取付状態を示す斜視図、図7(a)は図5の拡大斜視図、図7(b)は大引を示す斜視図、図8は壁面材の取付状態を示す斜視図、図9は床仕上材の取付状態を示す斜視図である。   Hereinafter, each component will be described in detail. Here, FIGS. 3 to 9 are views showing the structure around the base of the building according to the present invention, wherein FIG. 3 is a perspective view showing the base and the mounting member, and FIG. 4 (a) is a sectional view of the mounting member. 4 (b) is a cross-sectional view of the base, FIG. 5 is a perspective view showing the attached state of the pulling and pillar members, FIG. 6 is a perspective view showing the attached state of the bracing, and FIG. FIG. 7 (b) is an enlarged perspective view, FIG. 7 (b) is a perspective view showing a large scale, FIG. 8 is a perspective view showing an attached state of a wall material, and FIG. 9 is a perspective view showing an attached state of a floor finishing material.

土台10は、長尺のアルミニウム合金製の押出形材からなり、図3および図4(b)に示すように、上板11、下板13と、これらを鉛直方向に連結する左右の側板12,12とで略矩形(長方形)断面に形成されている。また、土台10は、内部が中空であるため非常に軽量であり、さらに上板11と下板13とが中間部分において隔壁板14,14で連結されているので、鉛直荷重に強い断面構造となっている。   The base 10 is made of a long aluminum alloy extruded profile, and as shown in FIGS. 3 and 4 (b), an upper plate 11, a lower plate 13 and left and right side plates 12 connecting these in the vertical direction. , 12 have a substantially rectangular (rectangular) cross section. Further, the base 10 is very lightweight because the inside is hollow, and furthermore, since the upper plate 11 and the lower plate 13 are connected by the partition plates 14 at an intermediate portion, the base 10 has a cross-sectional structure resistant to vertical loads. Has become.

側板12には、その下端縁から水平に張り出す張出部15および中間部から水平に張り出す中間張出部16が土台10の長手方向に沿って形成されている。すなわち、土台10の両側面に長手方向に沿って張出部15,15および中間張出部16,16が形成されている。   The side plate 12 is formed with a projecting portion 15 projecting horizontally from a lower end edge thereof and an intermediate projecting portion 16 projecting horizontally from an intermediate portion along the longitudinal direction of the base 10. That is, the projecting portions 15 and 15 and the intermediate projecting portions 16 and 16 are formed on both side surfaces of the base 10 along the longitudinal direction.

上板11には、図4(b)に示すように、その上面側に土台10の長手方向に沿って凹溝17が二条形成されている。凹溝17,17は、互いに平行に形成されており、後記する取付部材20の固定板21の下面側に形成された凸条23,23(図4(a)参照)と互いに係合する。   As shown in FIG. 4B, the upper plate 11 has two grooves 17 formed on the upper surface thereof along the longitudinal direction of the base 10. The concave grooves 17, 17 are formed in parallel with each other, and mutually engage with ridges 23, 23 (see FIG. 4A) formed on the lower surface side of the fixing plate 21 of the mounting member 20, which will be described later.

また、土台10には、基礎Kから突出するアンカーボルトb1(図5参照)を挿通するためのボルト挿通孔(図示せず)が適宜な位置に形成されている。   Further, a bolt insertion hole (not shown) for inserting an anchor bolt b1 (see FIG. 5) protruding from the foundation K is formed in the base 10 at an appropriate position.

土台10は、図5に示すように、基礎Kの上面の柱取付部および後述するアンカーボルト取付部を中心に適宜な間隔で配置した土台スペーサSの上面に載置され、土台10の上面に取付部材20を載置した後に、アンカーボルトb1をナットNで締結することにより基礎Kと固定される。なお、このアンカーボルトb1は、柱取付位置の近傍や土台の接合部に適数本配設される。
なお、土台スペーサSにより、基礎Kの上面と土台10の下面との間に隙間が形成され、当該隙間が床下通気孔として機能するので、基礎Kに床下通気孔を欠き込み形成する必要はない。
As shown in FIG. 5, the base 10 is placed on the upper surface of a base spacer S arranged at appropriate intervals around a column mounting portion on the upper surface of the foundation K and an anchor bolt mounting portion described later. After mounting the mounting member 20, the anchor K is fixed to the foundation K by fastening the anchor bolt b1 with the nut N. In addition, an appropriate number of the anchor bolts b1 are provided in the vicinity of the column mounting position or at the joint of the base.
Note that a gap is formed between the upper surface of the foundation K and the lower surface of the base 10 by the base spacer S, and the gap functions as an underfloor vent. Therefore, it is not necessary to form the underfloor vent in the foundation K. .

取付部材20は、長尺のアルミニウム合金製の押出形材からなり、図3および図4(a)に示すように、固定板21と、この固定板21の側端縁から立設する左右の取付板22,22とで構成されている。また、固定板21には、その下面側に取付部材20の長手方向に沿って凸条23,23が形成されている。   The attachment member 20 is made of a long aluminum alloy extruded profile, and as shown in FIGS. 3 and 4A, a fixed plate 21 and left and right standing members erected from side edges of the fixed plate 21. It is composed of mounting plates 22 and 22. The fixing plate 21 has ridges 23 formed on the lower surface thereof along the longitudinal direction of the mounting member 20.

そして、取付部材20は、土台10の上面に載置され、固定板21の上面に突出したアンカーボルトb1をナットNで締結することにより、土台10に固定される。また、取付部材20は、凸条23,23を土台10の上板11に形成された凹溝17,17に係合させるだけで、位置決めがなされる。したがって、施工が容易で、かつ、取付誤差もない。   The mounting member 20 is mounted on the upper surface of the base 10, and is fixed to the base 10 by fastening an anchor bolt b <b> 1 protruding from the upper surface of the fixing plate 21 with a nut N. Further, the positioning of the mounting member 20 is performed only by engaging the ridges 23, 23 with the concave grooves 17, 17 formed in the upper plate 11 of the base 10. Therefore, the construction is easy and there is no mounting error.

また、取付部材20は、必要長さで必要箇所に取り付ければよいが、図5に示すように、土台10の長手方向に沿って配設すれば、複数の柱材を1つの取付部材20で取り付けることができる。すなわち、柱材ごとに取付部材20を取り付ける必要がないので、施工性が良い。   The attachment member 20 may be attached to a required portion with a required length. However, if the attachment member 20 is disposed along the longitudinal direction of the base 10 as shown in FIG. Can be attached. That is, since it is not necessary to attach the attachment member 20 to each pillar, workability is good.

通し柱31、管柱32および間柱33は、それぞれ木製の角材からなり、その下端部には二つのスリット(図5に示す間柱33のスリット33a,33aを参照)が鉛直方向に形成されている。この二つのスリットの間隔は、取付部材20の取付板22,22の間隔と等しい。すなわち、通し柱31、管柱32および間柱33は、その下端部が取付部材20の取付板22,22に外挿可能であり、取付部材20を介して土台10に立設される。   The through column 31, the tube column 32, and the stud 33 are each made of a wooden bar, and two slits (see slits 33a, 33a of the stud 33 shown in FIG. 5) are formed in the lower end thereof in the vertical direction. The interval between the two slits is equal to the interval between the mounting plates 22 of the mounting member 20. That is, the lower ends of the through columns 31, the pipe columns 32, and the studs 33 can be externally inserted into the mounting plates 22, 22 of the mounting member 20, and are erected on the base 10 via the mounting member 20.

図5に示す間柱33でより詳細に説明する。間柱33は、その下端部を取付部材20の取付板22に外挿し、取付板22のピン孔22aと間柱33のピン孔33bとを合わせた後に、ピン孔33bに結合ピン(ドリフトピン)d1を打ち込むことで取付部材20に固定される。すなわち、間柱33のスリット33aに取付板22が挿入された状態で土台10に立設固定される。
また、間柱33は、その下端部を取付部材20の取付板22に外挿するだけで左右方向の位置決めがなされるので施工性がよく、かつ、取付精度も高い。
This will be described in more detail with the stud 33 shown in FIG. The lower end of the stud 33 is externally inserted into the mounting plate 22 of the mounting member 20, and after the pin hole 22a of the mounting plate 22 and the pin hole 33b of the stud 33 are aligned, a coupling pin (drift pin) d1 is inserted into the pin hole 33b. Is fixed to the mounting member 20. That is, the mounting plate 22 is inserted into the slit 33 a of the stud 33 and is fixed to the base 10 upright.
Further, the stud 33 is positioned in the left-right direction simply by extrapolating the lower end portion of the stud 33 to the mounting plate 22 of the mounting member 20, so that the workability is good and the mounting accuracy is high.

筋交34は、木製の角材からなるが、図6に示すように、その下端部にスリット34aが鉛直方向に形成されている。すなわち、筋交34は、その下端部が取付部材20の取付板22に外挿可能であり、取付部材20を介して土台10に立設される。すなわち、筋交34は、その下端部を取付部材20の取付板22に外挿し、側方からラグスクリューb6(図11(b)参照)を打ち込むかドリフトピンを打ち込むことで取付部材20に固定される。   The bracing 34 is made of a wooden timber, and as shown in FIG. 6, a slit 34a is formed at the lower end in the vertical direction. That is, the lower end of the bracing 34 can be externally inserted into the mounting plate 22 of the mounting member 20, and is erected on the base 10 via the mounting member 20. That is, the braces 34 are fixed to the mounting member 20 by externally inserting the lower end thereof into the mounting plate 22 of the mounting member 20 and driving a lag screw b6 (see FIG. 11B) from the side or driving a drift pin. Is done.

大引41は、長尺のアルミニウム合金製の中空押出形材からなり、図5に示すように、矩形断面となっている。また、図7に示すように、大引41の端部には、その高さ方向の中央部にスリット41aが水平方向に形成されており、大引41を土台10の張出部15の上面に載置すると、土台10の中間張出部16がスリット41aに挿入される。   The guide 41 is made of a long aluminum alloy hollow extruded shape and has a rectangular cross section as shown in FIG. As shown in FIG. 7, a slit 41 a is formed at the end of the large pulley 41 at the center in the height direction in the horizontal direction, and the large pull 41 is attached to the upper surface of the overhang portion 15 of the base 10. , The intermediate projection 16 of the base 10 is inserted into the slit 41a.

大引41を土台10,10間に架設するには、大引41を土台10の張出部15に載置し、大引41の位置決めをした後に、中間張出部16の大引41の側面に隣接する部位(図7中の符号16a)をかしめて大引41を固定すればよい。このとき、スリット41aに土台10の中間張出部16が挿入される。すなわち、大引41は、その下面が張出部15に支持され、中央部が中間張出部16に支持される。   In order to bridge the large pull 41 between the bases 10, 10, the large pull 41 is placed on the overhang 15 of the base 10, the large pull 41 is positioned, and then the large pull 41 of the intermediate overhang 16 is positioned. What is necessary is just to caulk the site | part (the code | symbol 16a in FIG. 7) adjacent to the side surface, and to fix the large pull 41. At this time, the intermediate projection 16 of the base 10 is inserted into the slit 41a. That is, the lower surface of the large puller 41 is supported by the overhang portion 15, and the center portion is supported by the intermediate overhang portion 16.

このように、大引41の高さ方向の位置決めは、大引41を土台10の張出部15に大引41を載置するだけでよいので、施工性がよい。また、張出部15は土台10の長手方向に沿って形成されているので、複数の大引41を取り付けたときに、それらの上面が面一になる。したがって、大引41の上面に配設される根太42や合板71(図10(a)参照)の取付精度も向上し、結果としてゆがみの小さい建築物を構築することができる。   In this way, the positioning of the large pull 41 in the height direction only requires placing the large pull 41 on the projecting portion 15 of the base 10, so that the workability is good. Further, since the overhang portion 15 is formed along the longitudinal direction of the base 10, when a plurality of large pulleys 41 are attached, their upper surfaces are flush with each other. Therefore, the mounting accuracy of the joists 42 and the plywood 71 (see FIG. 10A) disposed on the upper surface of the large pulley 41 is also improved, and as a result, a building with small distortion can be constructed.

根太42は、本実施形態では、木製の角材からなるが、大引41と同様にアルミニウム合金製の中空押出形材を利用してもよい。また、根太42の両端は、土台10の中間張出部16の上面に載置され、土台10側面にラグスクリューb8などで固定されたブラケットたる根太受材43(図12参照)に支持固定される。また、根太42は、根太受材43の上に載置され、ラグスクリューb3などで固定される。すなわち、根太42は、根太受材43を介して土台10の中間張出部16に支持されている。なお、図示は省略するが、根太受材43は、土台10の長手方向に沿って配置される。
なお、洋室1においては、図2に示すように、根太42は、大引41と直交して配置される。
In the present embodiment, the joist 42 is made of a wooden timber, but a hollow extruded member made of an aluminum alloy may be used as in the case of the puller 41. Both ends of the joist 42 are mounted on the upper surface of the intermediate overhang portion 16 of the base 10 and supported and fixed by a joist receiving member 43 (see FIG. 12) as a bracket fixed to the side of the base 10 by a lag screw b8 or the like. You. In addition, the joist 42 is placed on the joist receiving member 43 and fixed with a lag screw b3 or the like. That is, the joist 42 is supported by the intermediate projection 16 of the base 10 via the joist receiving member 43. Although not shown, the joist receiving members 43 are arranged along the longitudinal direction of the base 10.
In the Western-style room 1, as shown in FIG.

そして、前記した土台10、取付部材20、柱材30、横架材40、さらには壁面材や床仕上材などを間取りに合わせて適宜組み立てることで本実施形態に係る建築物が構築される。以下、洋室1、和室2および廊下3の具体的な構成について、図2及び図10乃至図12を参照して説明する。   Then, the building according to the present embodiment is constructed by appropriately assembling the base 10, the mounting member 20, the column member 30, the horizontal member 40, the wall material, the floor finishing material, and the like according to the layout. Hereinafter, the specific configurations of the Western-style room 1, the Japanese-style room 2, and the corridor 3 will be described with reference to FIG. 2 and FIGS.

ここで、図10は洋室と和室との境界に配設された土台廻り構造を示す断面図であって、図10(a)は図2のA−A断面図、図10(b)は(a)の他の例を示す断面図である。また、図11および図12(a)は洋室と屋外との境界に配設された土台廻り構造を示す断面図であって、図11(a)は図2のB1−B1断面図、図11(b)は同じく図2のB2−B2断面図、図12(a)は同じく図2のD1−D1断面図である。また、図12(b)は廊下と屋外との境界に配設された土台廻り構造を示す断面図であって、図2のE−E断面図である。   Here, FIG. 10 is a cross-sectional view showing the structure around the base provided at the boundary between the Western-style room and the Japanese-style room. FIG. 10A is a cross-sectional view taken along line AA of FIG. 2, and FIG. It is sectional drawing which shows another example of a). FIGS. 11 and 12A are cross-sectional views showing the structure around the base provided at the boundary between the Western room and the outdoor. FIG. 11A is a cross-sectional view taken along line B1-B1 of FIG. FIG. 12B is a sectional view taken along line B2-B2 of FIG. 2, and FIG. 12A is a sectional view taken along line D1-D1 of FIG. FIG. 12B is a cross-sectional view showing the structure around the base provided at the boundary between the corridor and the outside, and is a cross-sectional view taken along the line EE of FIG.

洋室1は、図2に示すように、複数の大引41と、これら大引41と直交する方向に配設された複数の根太42と、これら根太42の上面に積層された合板73および床仕上材74(図10(a)参照)とで床が構成され、土台10に適宜な間隔で立設された通し柱31、管柱32、間柱33および筋交34と、これらの室内側に覆設された壁面材62(図10参照)および屋外側に覆設された壁面材63(図11(a)(b)参照)とで壁が構成されている。また、大引41の端部は、洋室1と和室2との境界に配設される土台10(10A)およびこれに対向する土台10(10B)に支持固定され、根太42の端部は、土台10A,10Bと直交する土台10D,10Fに根太受材43(図12(a)参照)を介して支持固定される。なお、室内と屋外の境界(図2中の下側)は、掃出し窓1aになっている。   As shown in FIG. 2, the Western-style room 1 includes a plurality of girders 41, a plurality of joists 42 arranged in a direction perpendicular to the gibbers 41, a plywood 73 and a floor laminated on the upper surface of the joists 42. A floor is constituted by the finishing material 74 (see FIG. 10A), and the through pillars 31, the tubular pillars 32, the studs 33 and the braces 34 erected on the base 10 at appropriate intervals, and are covered on the indoor side. The wall is constituted by the provided wall material 62 (see FIG. 10) and the wall material 63 (see FIGS. 11A and 11B) which is covered on the outdoor side. Also, the end of the large pulling 41 is supported and fixed to the base 10 (10A) and the base 10 (10B) opposed to the base arranged at the boundary between the Western-style room 1 and the Japanese-style room 2, and the end of the joist 42 is It is supported and fixed to the bases 10D and 10F orthogonal to the bases 10A and 10B via the joist receiving members 43 (see FIG. 12A). The boundary between the indoor and outdoor areas (the lower side in FIG. 2) is a discharge window 1a.

和室2は、複数の大引41と、これらの上面に積層された合板71および畳72(図10(a)参照)とで床が構成され、土台10に適宜な間隔で立設された通し柱31、管柱32、間柱33および筋交34と、これらの室内側に覆設される壁面材61(図10(a)参照)および屋外側に覆設された壁面材(図示せず)とで壁が構成されている。また、大引41の端部は、洋室1と和室2との境界に配設される土台10(10A)およびこれに対向する土台10(10C)に支持固定される。なお、室内と屋外の境界(図2中の下側)は、掃出し窓2aになっている。   The Japanese-style room 2 has a floor composed of a plurality of large drawers 41, a plywood 71 and a tatami mat 72 (see FIG. 10 (a)) laminated on the upper surfaces thereof, and through columns which are erected on the base 10 at appropriate intervals. 31, a pipe post 32, a stud 33 and a bracing 34, and a wall material 61 (see FIG. 10A) covered on the indoor side and a wall material (not shown) covered on the outdoor side. The wall is composed of. In addition, the end of the large bar 41 is supported and fixed to the base 10 (10A) disposed at the boundary between the Western-style room 1 and the Japanese-style room 2 and the base 10 (10C) opposed thereto. The boundary between the indoor and outdoor areas (the lower side in FIG. 2) is a discharge window 2a.

廊下3は、複数の根太42と、その上面に積層された合板73および床仕上材74(図12参照)とで床が構成され、土台10に立設された通し柱31、管柱32、間柱33および筋交34と、これらの室内側に覆設された壁面材62および屋外側に覆設された壁面材63(図12(b)参照)とで壁が構成されている。また、根太42の端部は、対向する一対の土台10(10E)、10(10F)に支持固定される。また、図12(b)に示すように、根太42の端部は、土台10の中間張出部16の上面に根太受材43を介して支持固定される。   The corridor 3 has a floor including a plurality of joists 42, a plywood 73 and a floor finishing material 74 (see FIG. 12) laminated on the upper surface thereof, and a through pillar 31, a pipe pillar 32, and a stud standing upright on the base 10. A wall is composed of a wall member 33 and a brace 34, and a wall member 62 covered on the indoor side and a wall member 63 covered on the outdoor side (see FIG. 12B). The end of the joist 42 is supported and fixed to a pair of opposing bases 10 (10E) and 10 (10F). As shown in FIG. 12B, the end of the joist 42 is supported and fixed to the upper surface of the intermediate projecting portion 16 of the base 10 via the joist receiving member 43.

次に、本実施形態に係る建築物の土台廻りの構造を、図5乃至図12を参照して詳細に説明する。   Next, the structure around the base of the building according to the present embodiment will be described in detail with reference to FIGS.

(洋室と和室との境界)
洋室1と和室2との境界部に配設される土台10(10A)には、図5および図10(a)に示すように、張出部15,15に洋室1側の大引41および和室2側の大引41がそれぞれ載置されている。このとき、中間張出部16は大引41のスリット41aに嵌入されている。
(Border between Western and Japanese rooms)
As shown in FIG. 5 and FIG. 10 (a), on the base 10 (10A) disposed at the boundary between the Western-style room 1 and the Japanese-style room 2, the overhangs 15, 15 on the Western-style room 1 and Each of the large rooms 41 on the side of the Japanese-style room 2 is placed. At this time, the intermediate projection 16 is fitted into the slit 41 a of the large pulling 41.

土台10(10A)の上面に取付部材20が取り付けられ、取付部材20の取付板22,22に複数の柱材(図10(a)では管柱32)が適宜な間隔で配設され、ドリフトピンd1により固定されている。また、図8および図10(a)に示すように、取付板22には、壁面材61,62の下端部が受け木51を介してラグスクリューb2により固定されている。なお、ラグスクリューのほか、ドリルビスなどで固定しても勿論よい(以下、同じ)。また、壁面材61,62は、大引41の上面に載置するだけで、その高さ方向の位置決めがなされるので、その取付作業が容易である。なお、壁面材61,62は、合板、石膏ボード、断熱材などが一体化されたパネル材などである。   The mounting member 20 is mounted on the upper surface of the base 10 (10A), and a plurality of column members (the pipe columns 32 in FIG. 10A) are disposed on the mounting plates 22 and 22 of the mounting member 20 at appropriate intervals. It is fixed by the pin d1. As shown in FIGS. 8 and 10A, the lower ends of the wall materials 61 and 62 are fixed to the mounting plate 22 by the lag screw b2 via the receiving tree 51. In addition, other than a lag screw, it is a matter of course that it may be fixed with a drill screw or the like (the same applies hereinafter). Further, since the wall members 61 and 62 are positioned in the height direction only by being placed on the upper surface of the large pulley 41, the mounting operation is easy. The wall materials 61 and 62 are a plywood, a gypsum board, a panel material in which a heat insulating material and the like are integrated.

また、洋室1側では、壁面材62の下端部に沿って根太42が配設され、ラグスクリューb3で大引41に固定されている。また、図9および図10(a)に示すように、根太42の上面には、合板73と床仕上材74とが積層されている。なお、図示は省略するが、合板73は根太42に固定されている。また、和室2側では、大引41の上面に合板71と畳72とが積層されている。合板71はラグスクリューb4により大引41に固定されている。   In the Western-style room 1, a joist 42 is provided along the lower end of the wall material 62, and is fixed to the large pull 41 by a lag screw b 3. As shown in FIGS. 9 and 10A, a plywood 73 and a floor finishing material 74 are laminated on the upper surface of the joist 42. Although not shown, the plywood 73 is fixed to the joist 42. On the side of the Japanese-style room 2, a plywood 71 and a tatami 72 are stacked on the upper surface of the large drawer 41. The plywood 71 is fixed to the large pull 41 by a lag screw b4.

なお、洋室1と和室2との境界に襖を設ける場合には、図10(b)に示すように、土台10の上面に受け木75と敷居76とを積層する。   In the case where a sliding door is provided at the boundary between the Western-style room 1 and the Japanese-style room 2, as shown in FIG. 10B, a receiving tree 75 and a sill 76 are stacked on the upper surface of the base 10.

(洋室と屋外との境界1)
洋室1と屋外との境界部に配設される土台10(10B)には、図11(a)(b)に示すように、張出部15に洋室1側の大引41が載置されている。このとき、中間張出部16は大引41のスリット41aに嵌入されている。また、屋外側の中間張出部16に壁面材63が載置され、その下端部が土台10の側面(側板12)にラグスクリューb7により固定されている。なお、壁面材63は、土台10の中間張出部16に載置するだけでその高さ方向の位置決めがなされるので、その取付作業が容易である。
(Boundary 1 between Western room and outdoor)
On the base 10 (10B) provided at the boundary between the Western room 1 and the outside, as shown in FIGS. ing. At this time, the intermediate projection 16 is fitted into the slit 41 a of the large pulling 41. A wall material 63 is placed on the intermediate projecting portion 16 on the outdoor side, and the lower end thereof is fixed to a side surface (side plate 12) of the base 10 by a lag screw b7. The wall member 63 is positioned in the height direction only by being placed on the intermediate projecting portion 16 of the base 10, so that the mounting operation is easy.

土台10(10B)の上面に取付部材20が取り付けられ、取付部材20の取付板22,22に複数の柱材が適宜な間隔で配設され、図11(a)に示すように、間柱33(通し柱31および管柱32も同様)はドリフトピンd1により取付板22に固定され、図11(b)に示すように、筋交34はラグスクリューb6またはドリフトピンにより取付板22に固定されている。また、筋交34の下端部は、取付部材20の屋外側の取付板22に外挿されている。さらに、取付板22には、壁面材62の下端部が受け木51を介してラグスクリューb2により固定されている。   The mounting member 20 is mounted on the upper surface of the base 10 (10B), and a plurality of pillars are arranged at appropriate intervals on the mounting plates 22, 22 of the mounting member 20, and as shown in FIG. (The same applies to the through column 31 and the tube column 32) are fixed to the mounting plate 22 by the drift pin d1, and as shown in FIG. 11B, the bracing 34 is fixed to the mounting plate 22 by the lag screw b6 or the drift pin. I have. The lower end of the brace 34 is externally inserted into the mounting plate 22 on the outdoor side of the mounting member 20. Further, the lower end of the wall material 62 is fixed to the mounting plate 22 via the receiving tree 51 by a lag screw b2.

また、洋室1側では、壁面材62の下端部に沿って根太42が配設され、ラグスクリューb3により大引41に固定され、根太42上に合板73と床仕上材74とが積層されている。なお、図示は省略するが、合板73は根太42に固定されている。   In the Western-style room 1, a joist 42 is provided along the lower end of the wall material 62, and is fixed to the large pull 41 by a lag screw b 3. A plywood 73 and a floor finishing material 74 are laminated on the joist 42. I have. Although not shown, the plywood 73 is fixed to the joist 42.

(洋室と屋外との境界2)
洋室1と屋外との境界部に配設される土台10であって、掃出し窓1a(図2参照)に配設される土台10(10D)には、図12(a)に示すように、中間張出部16に長手方向に沿って根太受材43が載置され、ラグスクリューb8により土台10の側面(側板12)に固定されている。すなわち、根太受材43は、その下面が中間張出部16に支持されている。
(Boundary 2 between Western room and outdoor)
As shown in FIG. 12A, a base 10 provided at the boundary between the Western room 1 and the outdoor, and provided at the discharge window 1a (see FIG. 2) has a base 10 (10D) as shown in FIG. A joist receiving member 43 is placed on the intermediate overhang portion 16 along the longitudinal direction, and is fixed to a side surface (side plate 12) of the base 10 by a lag screw b8. That is, the lower surface of the joist receiving member 43 is supported by the intermediate projecting portion 16.

根太受材43の上面に、土台10と直交する方向に根太42が載置され、ラグスクリューb3により根太受材43に固定されている。すなわち、根太42の端部は、根太受材43を介して中間張出部16に支持されている。   The joist 42 is placed on the upper surface of the joist receiving member 43 in a direction orthogonal to the base 10 and is fixed to the joist receiving member 43 by the lag screw b3. That is, the end of the joist 42 is supported by the intermediate overhang 16 via the joist receiving member 43.

また、土台10の上面に窓台77が取り付けられ、窓台77の上面にはスペーサ78が固定され、根太42の上面とスペーサ78の上面に合板73と床仕上材74とが積層されている。   A window base 77 is mounted on the upper surface of the base 10, a spacer 78 is fixed on the upper surface of the window base 77, and a plywood 73 and a floor finishing material 74 are laminated on the upper surface of the joist 42 and the upper surface of the spacer 78. .

また、合板73、床仕上材74およびスペーサ78の側端は、窓台77の側端面よりも洋室1側に位置しており、窓台77の上面には半外付けサッシ79が取り付けられている。   Further, the side ends of the plywood 73, the floor finishing material 74, and the spacer 78 are located closer to the Western room 1 than the side end surfaces of the window sill 77, and a semi-external sash 79 is attached to the upper surface of the window sill 77. I have.

(廊下と屋外との境界)
廊下3と屋外との境界部に配設される土台10(10E)には、図12(b)に示すように、中間張出部16に長手方向に沿って根太受材43が載置され、ラグスクリューb8により土台10の側面(側板12)に固定されている。また、屋外側の中間張出部16に壁面材63が載置され、その下端部が土台10の側面(側板12)にラグスクリューb7により固定されている。
(Boundary between the corridor and the outside)
As shown in FIG. 12B, a joist receiving member 43 is placed on the intermediate overhang 16 along the longitudinal direction on the base 10 (10E) provided at the boundary between the corridor 3 and the outside. The base 10 is fixed to the side surface (side plate 12) by a lag screw b8. A wall material 63 is placed on the intermediate projecting portion 16 on the outdoor side, and the lower end thereof is fixed to a side surface (side plate 12) of the base 10 by a lag screw b7.

土台10(10E)の上面に取付部材20が取り付けられ、取付部材20の取付板22,22に複数の柱材(図12(b)では筋交34)が適宜な間隔で固定されている。また、取付板22には、壁面材62の下端部が受け木51を介してラグスクリューb2により固定されている。   The mounting member 20 is mounted on the upper surface of the base 10 (10E), and a plurality of pillars (brace 34 in FIG. 12B) are fixed to the mounting plates 22, 22 of the mounting member 20 at appropriate intervals. The lower end of the wall member 62 is fixed to the mounting plate 22 by the lag screw b2 via the receiving tree 51.

根太受材43の上面に、土台10と直交する方向に根太42が載置され、ラグスクリューb3により根太受材43に固定されている。すなわち、根太42の端部は、根太受材43を介して中間張出部16に支持されている。また、根太42上に合板73と床仕上材74とが積層されている。   The joist 42 is placed on the upper surface of the joist receiving member 43 in a direction orthogonal to the base 10 and is fixed to the joist receiving member 43 by the lag screw b3. That is, the end of the joist 42 is supported by the intermediate overhang 16 via the joist receiving member 43. A plywood 73 and a floor finishing material 74 are laminated on the joist 42.

以上のように、本実施形態に係る建築物によると、土台10利用して大引41、根太受材43、根太42などの様々な部材を精度よく、かつ、簡単に取り付けることができる。さらには、取付部材20を利用して通し柱31、管柱32、間柱33、筋交34、壁面材61,62,63などの様々な部材を精度よく、かつ、簡単に取り付けることができる。   As described above, according to the building according to the present embodiment, various members such as the large pull 41, the joist receiving member 43, and the joist 42 can be accurately and easily attached using the base 10. Further, various members such as the through pillar 31, the tubular pillar 32, the stud 33, the bracing 34, and the wall members 61, 62, 63 can be accurately and easily attached using the attachment member 20.

また、土台10および取付部材20は、強度の割に軽いアルミニウム合金製の押出形材からなるため、現場での取り回しが容易である。しかも、土台10および取付部材20が白蟻の食害を受けず、湿気の多い床下空間に面していても腐朽しないため、耐久性の高い建築物を構築することができる。さらに、土台の断面寸法の経年変化がなく、加工精度が高いため、建築物にひずみを生じさせることもない。   In addition, since the base 10 and the mounting member 20 are made of an extruded material made of an aluminum alloy that is light in spite of its strength, it can be easily handled on site. Moreover, since the base 10 and the mounting member 20 are not affected by termites and do not rot even if they face the humid underfloor space, a highly durable building can be constructed. Furthermore, there is no aging of the cross-sectional dimensions of the base and the processing accuracy is high, so that no distortion is caused in the building.

<変形例1>
前記の土台10および取付部材20に替えて、図13に示す土台110および取付部材120により土台廻りの構造を構築してもよい。
<Modification 1>
Instead of the base 10 and the mounting member 20, a structure around the base may be constructed by the base 110 and the mounting member 120 shown in FIG.

土台110は、長尺のアルミニウム合金製の押出形材からなり、図13および図14(b)に示すように、上板111、下板113と、これらを鉛直方向に連結する左右の側板112,112とで略矩形(長方形)断面に形成されている。また、土台110は、内部が中空であるため非常に軽量であり、さらに上板111と下板113とが中間部分において隔壁板114,114で連結されているので、鉛直荷重に強い断面構造となっている。   The base 110 is made of a long aluminum alloy extruded profile, and as shown in FIGS. 13 and 14B, an upper plate 111, a lower plate 113, and left and right side plates 112 connecting these in the vertical direction. , 112 are formed in a substantially rectangular (rectangular) cross section. Further, the base 110 is very lightweight because the inside is hollow, and furthermore, since the upper plate 111 and the lower plate 113 are connected by the partition plates 114 and 114 in the middle part, the base 110 has a cross-sectional structure that is strong against vertical loads. Has become.

側板112には、その下端縁から水平に張り出す張出部115が土台110の長手方向に沿って形成されている。すなわち、土台110の両側面に長手方向に沿って張出部115,115が形成されている。また、側板112の上端部は、上板111よりも上方に突出するとともに、内側に曲げられ、長手方向に沿って横向きに開口する嵌合溝116になっている。   The side plate 112 is formed with a projecting portion 115 extending horizontally from the lower edge thereof along the longitudinal direction of the base 110. That is, the projecting portions 115 are formed on both side surfaces of the base 110 along the longitudinal direction. The upper end of the side plate 112 projects upward beyond the upper plate 111 and is bent inward to form a fitting groove 116 that opens laterally along the longitudinal direction.

取付部材120は、長尺のアルミニウム合金製の押出形材からなり、図13および図14(a)に示すように、固定板121と、この固定板121から立設する取付板122とで断面逆T字形状に形成されている。   The mounting member 120 is formed of a long aluminum alloy extruded profile, and has a cross section of a fixing plate 121 and a mounting plate 122 erected from the fixing plate 121 as shown in FIGS. 13 and 14A. It is formed in an inverted T-shape.

そして、土台110の嵌合溝116,116に取付部材120の固定板121の側端部分を嵌合することで、取付部材120が土台110に取り付けられる。このとき、取付部材120の固定板121は、横向きに開口する嵌合溝116に嵌っているので、上向きの力(引抜力)に対する抵抗力が高い。また、取付部材120を土台110に取り付ける際には、嵌合溝116,116がガイドになるので、その位置決めが容易になるとともに、精度よく取り付けることができ、結果としてひずみの少ない建築物を構築することができる。   Then, the fitting member 120 is attached to the base 110 by fitting the side ends of the fixing plate 121 of the attachment member 120 into the fitting grooves 116, 116 of the base 110. At this time, since the fixing plate 121 of the mounting member 120 is fitted in the fitting groove 116 that opens laterally, the resistance to the upward force (pulling force) is high. Further, when the mounting member 120 is mounted on the base 110, the fitting grooves 116, 116 serve as guides, so that the positioning can be facilitated and the mounting can be performed with high accuracy. As a result, a building with less distortion can be constructed. can do.

次に、土台廻りの構造の一例を、図14(c)参照して詳細に説明する。図14(c)に示す土台廻りの構造は、洋室1と屋外との境界部におけるものであり、図2のB2−B2断面図である。   Next, an example of the structure around the base will be described in detail with reference to FIG. The structure around the base shown in FIG. 14C is at the boundary between the Western-style room 1 and the outdoor, and is a cross-sectional view taken along line B2-B2 in FIG.

土台110には、洋室1側の張出部115に大引41が載置されている。また、屋外側の張出部115に壁面材63が載置され、その下端部が土台110の側面(側板112)にラグスクリューb7により固定されている。なお、壁面材63は、土台110の張出部115に載置するだけでその高さ方向の位置決めがなされるので、その取付作業が容易である。   On the base 110, a large guide 41 is placed on the overhang 115 on the Western room 1 side. The wall material 63 is placed on the projecting portion 115 on the outdoor side, and the lower end is fixed to the side surface (side plate 112) of the base 110 by a lag screw b7. The wall member 63 is positioned in the height direction only by being placed on the overhang portion 115 of the base 110, so that the mounting operation is easy.

土台110の上面に取付部材120が取り付けられ、取付部材120の取付板122に筋交34が固定されている。なお、筋交34は、その側面が取付板122の側面に当接した状態でラグスクリューb6により取付板122に固定されている。また、図13に示すように、通し柱31、管柱32および間柱33の下端部には、スリットが形成され、取付板122に外挿された状態で固定される。さらに、取付板122には、壁面材62の下端部が受け木52を介してラグスクリューb2により固定されている。   The mounting member 120 is mounted on the upper surface of the base 110, and the braces 34 are fixed to the mounting plate 122 of the mounting member 120. The bracing 34 is fixed to the mounting plate 122 by the lag screw b6 in a state in which the side surface is in contact with the side surface of the mounting plate 122. Further, as shown in FIG. 13, slits are formed at the lower ends of the through column 31, the tube column 32, and the stud 33, and are fixed in a state of being externally inserted into the mounting plate 122. Further, the lower end of the wall material 62 is fixed to the mounting plate 122 via the receiving tree 52 by a lag screw b2.

また、洋室1側では、壁面材62の下端部に沿って根太42が配設され、ラグスクリューb3により大引41に固定されている。また、根太42の上面には合板73と床仕上材74とが積層されている。なお、図示は省略するが、合板73は根太42に固定されている。   In the Western-style room 1, a joist 42 is provided along the lower end of the wall material 62, and is fixed to the large pulling 41 by a lag screw b <b> 3. A plywood 73 and a floor finishing material 74 are stacked on the upper surface of the joist 42. Although not shown, the plywood 73 is fixed to the joist 42.

<変形例2>
前記した変形例1の取付部材120に替えて、図15および図16に示す取付部材125を土台110の上面に取り付けてもよい。
<Modification 2>
15 and 16 may be mounted on the upper surface of the base 110 instead of the mounting member 120 of the first modification.

取付部材125は、アルミニウム合金製の押出形材からなり、固定板126と、この固定板126から立設する取付板127とで断面L字形状に形成されている。また、図16に示すように、取付板127は、固定板126よりも若干幅が狭く形成されており、固定板126の側端部が土台110の嵌合溝116に嵌合可能になっている。   The mounting member 125 is made of an extruded member made of an aluminum alloy, and is formed in an L-shaped cross section by a fixing plate 126 and a mounting plate 127 erected from the fixing plate 126. As shown in FIG. 16, the mounting plate 127 is formed to be slightly narrower than the fixing plate 126, and the side end of the fixing plate 126 can be fitted into the fitting groove 116 of the base 110. I have.

そして、土台110の嵌合溝116,116に取付部材125の固定板126の側端部分を嵌合することで、取付部材125が土台110に取り付けられ、ドリルビスなどで固定される。   Then, by fitting the side end portions of the fixing plate 126 of the mounting member 125 into the fitting grooves 116, 116 of the base 110, the mounting member 125 is mounted on the base 110 and fixed with drill screws or the like.

このような土台廻りの構造は、取付部材125の固定板126が横向きに開口する嵌合溝116に嵌っているので、上向きの力(引抜力)に対する抵抗力が高い。また、取付部材125を土台110に取り付ける際には、嵌合溝116,116がガイドになるので、その位置決めが容易になるとともに、精度よく取り付けることができ、結果としてひずみの少ない建築物を構築することができる。   In such a structure around the base, since the fixing plate 126 of the mounting member 125 is fitted in the fitting groove 116 that opens laterally, the resistance to an upward force (pulling force) is high. Also, when the mounting member 125 is mounted on the base 110, the fitting grooves 116, 116 serve as guides, so that the positioning can be facilitated and the mounting can be performed with high accuracy. As a result, a building with less distortion can be constructed. can do.

<変形例3>
図17(a)(b)に示す土台130および取付部材140で土台廻りの構造を構築してもよい。
<Modification 3>
The structure around the base may be constructed by the base 130 and the mounting member 140 shown in FIGS.

土台130は、長尺のアルミニウム合金製の押出形材からなり、図17(b)に示すように、上板131、下板133と、これらを鉛直方向に連結する左右の側板132,132とで略矩形(長方形)断面に形成されている。また、土台130は、内部が中空であるため非常に軽量であり、さらに上板131と下板133とが中間部分において隔壁板134,134で連結されているので、鉛直荷重に強い断面構造となっている。   The base 130 is made of a long aluminum alloy extruded section, and as shown in FIG. 17B, an upper plate 131, a lower plate 133, and left and right side plates 132, 132 connecting these in the vertical direction. And has a substantially rectangular (rectangular) cross section. Further, the base 130 is very light because the inside is hollow, and furthermore, since the upper plate 131 and the lower plate 133 are connected by the partition plates 134 and 134 in the middle part, the base 130 has a cross-sectional structure that is strong against vertical loads. Has become.

側板132には、その下端縁から水平に張り出す張出部135が土台130の長手方向に沿って形成されている。また、側板132の上端部が内側に窪んでおり、横向きに開口する嵌合溝136が形成されている。   The side plate 132 is formed with a protrusion 135 extending horizontally from the lower edge thereof along the longitudinal direction of the base 130. Further, the upper end of the side plate 132 is depressed inward, and a fitting groove 136 that opens laterally is formed.

取付部材140は、長尺のアルミニウム合金製の押出形材からなり、図17(a)に示すように、固定板141と、この固定板141から立設する取付板142とで断面逆T字形状に形成されている。また、固定板141の側端部143は、下側に折り曲げられており、土台130の嵌合溝136に嵌合可能になっている。   The mounting member 140 is made of a long aluminum alloy extruded shape, and as shown in FIG. 17A, a fixing plate 141 and a mounting plate 142 erected from the fixing plate 141 have an inverted T-shaped cross section. It is formed in a shape. Further, the side end 143 of the fixing plate 141 is bent downward so that it can be fitted into the fitting groove 136 of the base 130.

そして、土台110の嵌合溝136,136に取付部材140の固定板141の側端部143を嵌合することで、取付部材140が土台130に取り付けられる。このとき、取付部材140の固定板141は、横向きに開口する嵌合溝136に嵌っているので、上向きの力(引抜力)に対する抵抗力が高い。また、取付部材140を土台130に取り付ける際には、嵌合溝136,136がガイドになるので、その位置決めが容易になるとともに、精度よく取り付けることができ、結果としてひずみの少ない建築物を構築することができる。   Then, the fitting member 140 is attached to the base 130 by fitting the side end 143 of the fixing plate 141 of the mounting member 140 into the fitting grooves 136 and 136 of the base 110. At this time, since the fixing plate 141 of the mounting member 140 is fitted in the fitting groove 136 that opens laterally, the resistance to the upward force (pulling force) is high. Further, when the mounting member 140 is mounted on the base 130, the fitting grooves 136 and 136 serve as guides, so that the positioning can be easily performed and the mounting can be performed with high accuracy. As a result, a building with less distortion can be constructed. can do.

次に、土台廻りの構造の一例を、図18を参照して詳細に説明する。ここで、図18は洋室1と屋外との境界部における土台廻り構造を示す断面図であって、図18(a)は図2のB2−B2断面図、図18(b)は図2のD2−D2断面図である。   Next, an example of the structure around the base will be described in detail with reference to FIG. Here, FIG. 18 is a cross-sectional view showing the structure around the base at the boundary between the Western-style room 1 and the outdoor. FIG. 18 (a) is a cross-sectional view taken along line B2-B2 of FIG. 2, and FIG. It is D2-D2 sectional drawing.

図18(a)に示す土台130には、洋室1側の張出部135に大引41が載置されている。また、屋外側の張出部135に壁面材63が載置され、その下端部が土台130の側面(側板132)にラグスクリューb7により固定されている。   On the base 130 shown in FIG. 18 (a), a large pull-out 41 is placed on the overhang 135 on the Western-style room 1 side. The wall material 63 is placed on the overhang 135 on the outdoor side, and the lower end thereof is fixed to the side surface (side plate 132) of the base 130 by a lag screw b7.

土台130の上面に取付部材140が取り付けられ、取付部材140の取付板142に筋交34が固定されている。なお、筋交34は、取付板142の側面に当接した状態でラグスクリューb6により取付板142に固定されている。また、図示は省略するが、通し柱31、管柱32および間柱33の下端部には、スリットが形成され、取付板142に外挿された状態で固定される。さらに、取付板142には、壁面材62の下端部が受け木52を介してラグスクリューb2により固定されている。   A mounting member 140 is mounted on the upper surface of the base 130, and the braces 34 are fixed to a mounting plate 142 of the mounting member 140. The brace 34 is fixed to the mounting plate 142 by the lag screw b6 in a state of contacting the side surface of the mounting plate 142. Although not shown, slits are formed in the lower ends of the through pillar 31, the tubular pillar 32, and the stud 33, and are fixed in a state of being externally inserted into the mounting plate 142. Further, the lower end of the wall material 62 is fixed to the mounting plate 142 by the lag screw b2 via the receiving tree 52.

また、洋室1側では、壁面材62の下端部に沿って根太42が配設され、ラグスクリューb3により大引41に固定されている。また、根太42上に合板73と床仕上材74とが積層されている。なお、図示は省略するが、合板73は根太42に固定されている。   In the Western-style room 1, a joist 42 is provided along the lower end of the wall material 62, and is fixed to the large pulling 41 by a lag screw b <b> 3. A plywood 73 and a floor finishing material 74 are laminated on the joist 42. Although not shown, the plywood 73 is fixed to the joist 42.

図18(b)に示す土台130には、洋室1側の張出部135に根太受材44が取り付けられている。根太受材44は、土台130の側板132に当接する垂直板44aと、この垂直板44aの上端から水平に張り出す水平板44bとから構成されている。また、屋外側の張出部135に壁面材63が載置され、その下端部が土台130の側面(側板132)にラグスクリューb7により固定されている。   On a base 130 shown in FIG. 18B, a joist receiving member 44 is attached to an overhang 135 on the Western room 1 side. The joist receiving member 44 is composed of a vertical plate 44a that contacts the side plate 132 of the base 130, and a horizontal plate 44b that projects horizontally from the upper end of the vertical plate 44a. The wall material 63 is placed on the overhang 135 on the outdoor side, and the lower end thereof is fixed to the side surface (side plate 132) of the base 130 by a lag screw b7.

土台130の上面に取付部材140が取り付けられ、取付部材140の取付板142に筋交34が固定されている。なお、筋交34は、取付板142の側面に当接した状態でラグスクリューb6により取付板142に固定されている。また、図示は省略するが、通し柱31、管柱32および間柱33の下端部には、スリットが形成され、取付板142に外挿された状態で固定される。さらに、取付板142には、壁面材62の下端部が受け木52を介してラグスクリューb2により固定されている。   A mounting member 140 is mounted on the upper surface of the base 130, and the braces 34 are fixed to a mounting plate 142 of the mounting member 140. The brace 34 is fixed to the mounting plate 142 by the lag screw b6 in a state of contacting the side surface of the mounting plate 142. Although not shown, slits are formed in the lower ends of the through pillar 31, the tubular pillar 32, and the stud 33, and are fixed in a state of being externally inserted into the mounting plate 142. Further, the lower end of the wall material 62 is fixed to the mounting plate 142 by the lag screw b2 via the receiving tree 52.

根太受材44の水平板44bの上面に、土台130と直交する方向に根太42が載置され、ラグスクリューb3により根太受材44に固定されている。すなわち、根太42の端部は、根太受材44を介して張出部135に支持されている。
また、根太42上に合板73と床仕上材74とが積層されている。
The joist 42 is placed on the upper surface of the horizontal plate 44b of the joist receiving member 44 in a direction orthogonal to the base 130, and is fixed to the joist receiving member 44 by the lag screw b3. That is, the end of the joist 42 is supported by the overhang 135 via the joist receiving member 44.
A plywood 73 and a floor finishing material 74 are laminated on the joist 42.

<変形例4>
さらに、図19(a)(b)に示す土台150と取付部材160とで土台廻りの構造を構築してもよい。
<Modification 4>
Further, a structure around the base may be constructed by the base 150 and the mounting member 160 shown in FIGS.

土台150は、長尺のアルミニウム合金製の押出形材からなり、略矩形(長方形)断面に形成されている。   The base 150 is made of a long extruded aluminum alloy material and has a substantially rectangular (rectangular) cross section.

取付部材160は、アルミニウム合金製の押出形材からなり、図19(a)(b)に示すように、固定板161と、この固定板161の端部から立設する取付板162とで断面略L字形状に形成されている。また、固定板161は、その中央部が下側に窪んでおり、この窪み部分にラグスクリューb10を打ち込んで土台150に固定されている。   The mounting member 160 is made of an extruded shape member made of an aluminum alloy, and has a cross section of a fixing plate 161 and a mounting plate 162 erected from an end of the fixing plate 161 as shown in FIGS. It is formed in a substantially L-shape. The fixing plate 161 has a central portion that is recessed downward, and is fixed to the base 150 by driving a lag screw b10 into the recessed portion.

そして、取付部材160の固定板161の上面に間柱33(あるいは通し柱31、管柱32)を載置し、取付板162からラグスクリューb11を間柱33に打ち込んで、間柱33を土台150に立設固定する。   Then, the stud 33 (or the through post 31 or the tube post 32) is placed on the upper surface of the fixing plate 161 of the mounting member 160, and the lag screw b11 is driven into the stud 33 from the mounting plate 162, and the stud 33 is erected on the base 150. Fix it.

<変形例5>
図20(a)に示す土台170および取付部材180で土台廻りの構造を構築してもよい。
<Modification 5>
A structure around the base may be constructed by the base 170 and the mounting member 180 shown in FIG.

土台170は、長尺のアルミニウム合金製の押出形材からなり、図20(a)に示すように、上板171、下板173と、これらを鉛直方向に連結する左右の側板172,172とで略矩形(長方形)断面に形成されている。また、上板171と下板173とが中間部分において隔壁板174,174で連結されているので、鉛直荷重に強い断面構造となっている。   The base 170 is made of a long aluminum alloy extruded profile, and as shown in FIG. 20A, an upper plate 171 and a lower plate 173, and left and right side plates 172 and 172 connecting these vertically. And has a substantially rectangular (rectangular) cross section. Further, since the upper plate 171 and the lower plate 173 are connected by the partition plates 174 and 174 at the intermediate portion, the cross-sectional structure is strong against a vertical load.

側板172には、その下端縁から水平に張り出す張出部175が土台170の長手方向に沿って形成されている。また、側板172の上端部が内側に折り曲げられて段部176が形成されている。   The side plate 172 has a projecting portion 175 projecting horizontally from the lower edge thereof along the longitudinal direction of the base 170. The upper end of the side plate 172 is bent inward to form a step 176.

取付部材180は、長尺のアルミニウム合金製の押出形材からなり、固定板181と、この固定板181から立設する取付板182とで断面略L字形状に形成されている。また、固定板181は、土台170の上板171に当接する水平片(水平面)183と、この水平片183の端部から垂下する垂直片(垂直面)184とからなる。すなわち、固定板181は、土台170の側面に当接する垂直面と土台170の上面に当接する水平面とを有する。   The mounting member 180 is made of a long extruded aluminum alloy material, and is formed in a substantially L-shaped cross section by a fixing plate 181 and a mounting plate 182 erected from the fixing plate 181. The fixed plate 181 includes a horizontal piece (horizontal surface) 183 that contacts the upper plate 171 of the base 170, and a vertical piece (vertical surface) 184 that depends from an end of the horizontal piece 183. That is, the fixing plate 181 has a vertical surface that contacts the side surface of the base 170 and a horizontal surface that contacts the upper surface of the base 170.

取付部材180を土台170に取り付ける場合には、土台170の上面に取付部材180の固定板181を載置し、その垂直片184を土台170の段部176に当接させ、垂直片184から土台170の側板172の段部176にラグスクリューb12を打ち込むとともに、水平片183から土台170の上板171にラグスクリューb13を打ち込めばよい。   When attaching the mounting member 180 to the base 170, the fixing plate 181 of the mounting member 180 is placed on the upper surface of the base 170, and the vertical piece 184 is brought into contact with the step portion 176 of the base 170, and the vertical piece 184 The lag screw b12 may be driven into the step 176 of the side plate 172 of the 170, and the lag screw b13 may be driven into the upper plate 171 of the base 170 from the horizontal piece 183.

そして、取付部材180の取付板182に筋交34の側面を当接させた状態で、取付板182側からラグスクリューb14を筋交34に打ち込んで筋交34を土台150に固定する。また、図示は省略するが筋交34に替えて合板やパネル材などの壁面材を固定してもよい。   Then, with the side surface of the bracing 34 abutting against the mounting plate 182 of the mounting member 180, the lag screw b14 is driven into the bracing 34 from the mounting plate 182 side to fix the bracing 34 to the base 150. Although not shown, wall materials such as plywood and panel materials may be fixed instead of the braces 34.

このように、取付部材180は、上向きの力(引抜力)に対して、それぞれ異なる方向に打ち込まれたラグスクリューb12、b13により抵抗するので、その抵抗力が高い。また、取付部材180を土台170に取り付ける際には、固定板181の垂直片184を土台の側面に当接させることでその位置決めがなされるので、取付精度が高く、結果としてひずみの少ない建築物を構築することができる。   As described above, since the mounting member 180 resists the upward force (pulling force) by the lag screws b12 and b13 driven in different directions, the resistance is high. When the mounting member 180 is mounted on the base 170, the vertical piece 184 of the fixing plate 181 is positioned by abutting the side surface of the base. Can be constructed.

また、図20(b)に示す土台170’と取付部材180’とによる土台廻り構造のように、土台170’の上板171の中央部に凹溝177を形成するとともに、取付部材180’の取付板181を下方に延設して凸条185を形成してもよい。   Further, as shown in FIG. 20 (b), a concave groove 177 is formed in the center portion of the upper plate 171 of the base 170 'and the mounting member 180', as in the structure around the base formed by the base 170 'and the mounting member 180'. The mounting plate 181 may be extended downward to form the ridge 185.

このようにすると、取付部材180’を土台170’に取り付ける際に、凸条185を土台180’の上板171に形成された凹溝177に係合させるだけで、位置決めがなされるので、施工が容易で、かつ、取付誤差もない。   In this way, when the mounting member 180 'is mounted on the base 170', positioning is performed only by engaging the ridge 185 with the concave groove 177 formed in the upper plate 171 of the base 180 '. And there is no mounting error.

<変形例6>
また、図21に示すように、大引41の端部に接続部材45を取り付けてもよい。
<Modification 6>
In addition, as shown in FIG. 21, a connection member 45 may be attached to an end of the large pull 41.

接続部材45は、土台110の側面に当接する当接板45aと、当接板45aから側方に張り出すとともに外面が大引41の内面に当接する張出板45b,45bとから構成される。また、接続部材45は、大引41の長手方向にスライド可能に取り付けられている。すなわち、大引41の長さを調節することができる。   The connection member 45 includes a contact plate 45a that contacts the side surface of the base 110, and projecting plates 45b, 45b that project laterally from the contact plate 45a and whose outer surface contacts the inner surface of the large pulling 41. . The connection member 45 is slidably mounted in the longitudinal direction of the large pull 41. That is, the length of the pull 41 can be adjusted.

そして、大引41を土台110に取り付ける場合には、接続部材45を大引41の長手方向にスライドさせて大引41の長さを調節したうえで、接続部材45の当接板45aの下端を土台110の張出部115に載置し、当接板45aを土台110の側面に固定すればよい。   When attaching the large pull 41 to the base 110, the connecting member 45 is slid in the longitudinal direction of the large pull 41 to adjust the length of the large pull 41, and then the lower end of the contact plate 45 a of the connecting member 45. May be placed on the overhang portion 115 of the base 110, and the contact plate 45a may be fixed to the side surface of the base 110.

このように、大引41の端部に接続部材45を取り付けることで、施工誤差を吸収することができ、施工が容易になる。   By attaching the connecting member 45 to the end of the large pull 41 in this way, construction errors can be absorbed, and construction can be facilitated.

<変形例7>
前記した建築物では、土台と、その上面に取り付けた取付部材とで土台廻りの構造を構築したが、これに限定されることはなく、例えば、図22に示すように、前記した取付部材と同様の機能を発揮する取付部186が一体に形成された土台180で土台廻りの構造を構築してもよい。
<Variation 7>
In the above-mentioned building, the base and the mounting member mounted on the upper surface thereof have constructed a structure around the base.However, the present invention is not limited to this. For example, as shown in FIG. A structure around the base may be constructed with the base 180 integrally formed with the mounting portion 186 that performs the same function.

土台180は、長尺のアルミニウム合金製の中空押出形材からなり、図22に示すように、上板181および下板183と、これらを鉛直方向に連結する左右の側板182,182と、上板181の中間部分と下板183の中間部分とを鉛直方向に連結する隔壁板184,184とを備えて構成されている。また、土台180の上面(上板181)には、その長手方向に沿って取付部186が一体に形成されている。   The base 180 is formed of a long aluminum alloy hollow extruded profile, and as shown in FIG. 22, an upper plate 181 and a lower plate 183, and left and right side plates 182 and 182 connecting these members in a vertical direction. It is provided with partition plates 184 and 184 that vertically connect the middle portion of the plate 181 and the middle portion of the lower plate 183. A mounting portion 186 is integrally formed on the upper surface (upper plate 181) of the base 180 along the longitudinal direction.

上板181および下板183には、基礎Kから突出するアンカーボルトb1を挿通するためのボルト挿通孔(図示せず)が適宜な位置に形成されている。なお、図23(b)に示すように、上板181の隔壁板184,184間の肉厚が、その他の部位の肉厚よりも厚くされている。   In the upper plate 181 and the lower plate 183, bolt insertion holes (not shown) for inserting the anchor bolts b1 protruding from the foundation K are formed at appropriate positions. As shown in FIG. 23B, the thickness of the upper plate 181 between the partition plates 184 and 184 is larger than the thickness of other portions.

側板182の下端縁には、図23(b)に示すように、その側方へ水平に張り出す張出部185が土台180の長手方向に沿って形成されている。すなわち、土台180の両側面に長手方向に沿って張出部185,185が形成されている。   At the lower edge of the side plate 182, as shown in FIG. 23 (b), a projecting portion 185 projecting horizontally to the side is formed along the longitudinal direction of the base 180. That is, overhang portions 185 and 185 are formed on both side surfaces of the base 180 along the longitudinal direction.

取付部186は、図22に示すように、板状を呈し、土台180の長手方向に沿って形成されているが、アンカーボルトb1が突出する部分は、切除されている。また、図23(b)に示すように、取付部186の側面は、鉛直面になっている。   As shown in FIG. 22, the attachment portion 186 has a plate shape and is formed along the longitudinal direction of the base 180, but a portion where the anchor bolt b1 protrudes is cut away. In addition, as shown in FIG. 23B, the side surface of the mounting portion 186 is vertical.

土台180を基礎Kに固定するには、図22に示すように、基礎Kの上面に適宜な間隔で土台スペーサSを配置したうえで、土台180の上板181および下板183のボルト挿通孔にアンカーボルトb1を挿通しつつ、下板183を土台スペーサSの上面に載置し、上板181から突出したアンカーボルトb1をナットNで締結すればよい。   In order to fix the base 180 to the base K, as shown in FIG. 22, the base spacers S are arranged at appropriate intervals on the upper surface of the base K, and then the bolt insertion holes of the upper plate 181 and the lower plate 183 of the base 180 are provided. The lower plate 183 may be placed on the upper surface of the base spacer S while the anchor bolt b1 is inserted through the base plate S, and the anchor bolt b1 protruding from the upper plate 181 may be fastened with the nut N.

土台180(上板181)の上面には、編成材からなる壁面材64が立設される。この壁面材64の下端部分は、取付部186の側面にラグスクリューやドリルビス等により固定される。また、壁面材64の外装材66側の面には、断熱材65が接着材や固着具等により貼着される。   On the upper surface of the base 180 (upper plate 181), a wall material 64 made of a knitting material is erected. The lower end portion of the wall member 64 is fixed to the side surface of the mounting portion 186 by a lag screw, a drill screw, or the like. A heat insulating material 65 is adhered to the surface of the wall material 64 on the side of the exterior material 66 with an adhesive or a fixing tool.

壁面材64を土台180の上面に立設するには、壁面材64の下端部分の側面を取付部186の屋内側の側面に当接させつつ、壁面材64を上板181の上面に載置し、かかる状態を保ちつつ取付部186の屋外側の側面からラグスクリューやドリルビス等を打ち込めばよい(図23(b)参照)。   In order for the wall member 64 to be erected on the upper surface of the base 180, the wall member 64 is placed on the upper surface of the upper plate 181 while the side surface of the lower end portion of the wall member 64 is brought into contact with the indoor side surface of the mounting portion 186. Then, while maintaining this state, a lag screw, a drill screw, or the like may be driven in from the outdoor side surface of the mounting portion 186 (see FIG. 23B).

そして、このような土台180を使用すると、壁面材64の下端部分を取付部186に沿って載置するだけでその位置決めがなされるので、その取付作業が非常に容易になる。さらに、取付作業中に壁面材64が左右にずれることもないため、取付精度が高く、結果としてひずみの少ない建築物を構築することができる。   When such a base 180 is used, since the positioning is performed only by placing the lower end portion of the wall material 64 along the mounting portion 186, the mounting work is greatly facilitated. Further, since the wall material 64 does not shift left and right during the mounting work, the building accuracy is high, and as a result, a building with less distortion can be constructed.

なお、図示は省略するが、土台180に筋交を立設する場合も、その下端部分を取付部186に沿って載置するとともに、当該下端部分を取付部186に固定すればよい。   Although not shown, when the braces are to be erected on the base 180, the lower end portion may be placed along the mounting portion 186 and the lower end portion may be fixed to the mounting portion 186.

また、土台180(側板182)の側面には、図23(a)(b)に示すように、大引41が接続される。本例では側板182の側面の大引取付位置に接続部材46を予め固定しておく(図22参照)。大引41は、この接続部材46に支持固定される。なお、図23(a)では、壁面材64、断熱材65および外装材66の図示を省略している。   In addition, as shown in FIGS. 23A and 23B, a large guide 41 is connected to the side surface of the base 180 (side plate 182). In this example, the connecting member 46 is fixed in advance to the large mounting position on the side surface of the side plate 182 (see FIG. 22). The guide 41 is supported and fixed to the connecting member 46. In FIG. 23A, the illustration of the wall material 64, the heat insulating material 65, and the exterior material 66 is omitted.

接続部材46は、アルミニウム合金製の中空押出形材を、その押出方向に沿って適宜な長さで切断したものであり、図22に示すように、土台180の側面(側板181)にラグスクリュー等により固定される当接板46aと、この当接板46aに垂設された一対の張出板46b,46bと、張出板46b,46bの先端を連結する連結板46cとを備えている。接続部材46の張出板46b,46bと連結板46cとで形成される断面コ字形の部位は、大引41の内部に嵌挿可能であり、張出板46b,46bの外面が大引41の内部の側面に当接し、張出板46b,46bおよび連結板46cの上端面が大引41の内部の上面に当接する。   The connecting member 46 is obtained by cutting a hollow extruded shape member made of an aluminum alloy at an appropriate length along the extrusion direction, and as shown in FIG. 22, a lag screw is formed on a side surface (side plate 181) of the base 180. And a pair of overhanging plates 46b, 46b suspended from the abutment plate 46a, and a connecting plate 46c for connecting the tips of the overhanging plates 46b, 46b. . The U-shaped section formed by the overhanging plates 46b, 46b and the connecting plate 46c of the connecting member 46 can be inserted into the inside of the large pullout 41, and the outer surfaces of the overhanging plates 46b, 46b can be inserted into the large pullout 41. And the upper end surfaces of the overhanging plates 46b, 46b and the connecting plate 46c abut on the upper surface of the inside of the large pulley 41.

また、接続部材46は、図23(b)に示すように、その下端面を土台180の張出部185に載せ置いたときに、その上端面が土台180の上面から大引41の肉厚分だけ下方に位置するような高さ寸法に設定されている。一方、大引41は、その下面を土台180の張出部185に載せ置いたときに、その上面が土台180の上面と面一になるような高さ寸法に設定されている(図22参照)。これにより大引41の上面と土台180の上面とが面一になる。大引41は角パイプのアルミニウム押出形材で形成されており、その底板41bの端部部分41cが切除されている。このように、底板41bの端部部分41cが切除されているので、大引41を接続部材46の上方より降ろすことにより切除された端部部分41cを通して接続部材46が大引41内に入り、大引41が接続部材46に支持される。なお、図23(a)(b)に示すように、大引41を接続部材46に支持せた後に、大引41をラグスクリュー等にて接続部材46に固定する。   Further, as shown in FIG. 23B, when the lower end surface of the connecting member 46 is placed on the overhang portion 185 of the base 180, the upper end surface of the connecting member 46 is thicker than the upper surface of the base 180. The height dimension is set so as to be located below by the distance. On the other hand, the height of the large puller 41 is set such that the upper surface thereof is flush with the upper surface of the base 180 when the lower surface thereof is placed on the overhang portion 185 of the base 180 (see FIG. 22). ). As a result, the upper surface of the pulling bar 41 is flush with the upper surface of the base 180. The guide 41 is formed of an extruded aluminum member of a square pipe, and an end portion 41c of the bottom plate 41b is cut off. As described above, since the end portion 41c of the bottom plate 41b is cut off, the connecting member 46 enters the large pull 41 through the cut end portion 41c by lowering the large pull 41 from above the connecting member 46. The guide 41 is supported by the connecting member 46. As shown in FIGS. 23A and 23B, after the large pull 41 is supported by the connecting member 46, the large pull 41 is fixed to the connecting member 46 by a lag screw or the like.

なお、接続部材46は、ラグスクリュー等を打ち込むまでは大引41の長手方向にスライドさせることができるので、大引41の寸法誤差を吸収可能である。   Since the connecting member 46 can be slid in the longitudinal direction of the large pull 41 until a lag screw or the like is driven, the dimensional error of the large pull 41 can be absorbed.

なお、図22および図23に示す土台廻りの構造は、屋内と屋外との境界におけるものであるため、断熱材65の外面が外装材66で覆われているが、このような構成に限定されることはなく、間取りに合わせて適宜な土台回り構造に変更できることは言うまでもない。   Since the structure around the base shown in FIGS. 22 and 23 is at the boundary between the indoor and the outdoor, the outer surface of the heat insulating material 65 is covered with the exterior material 66, but is limited to such a configuration. Needless to say, it is possible to change the structure around the base according to the layout.

本発明に係る建築物の軸組の一例を示す斜視図である。It is a perspective view showing an example of a shaft set of a building concerning the present invention. 図1の平面図である。FIG. 2 is a plan view of FIG. 1. 本発明に係る建築物の土台廻り構造を示す斜視図であって、土台と取付部材とを示す斜視図である。It is a perspective view which shows the base surrounding structure of the building which concerns on this invention, Comprising: It is a perspective view which shows a base and a mounting member. (a)は取付部材の断面図、(b)は土台の断面図である。(A) is a sectional view of a mounting member, and (b) is a sectional view of a base. 本発明に係る建築物の土台廻り構造を示す斜視図であって、大引および柱材の取付状態を示す斜視図である。It is a perspective view which shows the foundation surrounding structure of the building which concerns on this invention, Comprising: It is a perspective view which shows the attachment state of a pull-up and a pillar material. 同じく、筋交の取付状態を示す斜視図である。Similarly, it is a perspective view which shows the attachment state of a bracing. (a)は図5の拡大斜視図、(b)は大引を示す斜視図である。FIG. 6A is an enlarged perspective view of FIG. 5, and FIG. 本発明に係る建築物の土台廻り構造を示す斜視図であって、壁面材の取付状態を示す斜視図である。It is a perspective view which shows the foundation surrounding structure of the building which concerns on this invention, Comprising: It is a perspective view which shows the attachment state of a wall material. 同じく、床仕上材の取付状態を示す斜視図である。Similarly, it is a perspective view which shows the attachment state of a floor finishing material. (a)図2のA−A断面図、(b)は洋室と和室との境界に配設された土台廻り構造の他の例を示す断面図である。2A is a cross-sectional view taken along the line AA of FIG. 2, and FIG. 2B is a cross-sectional view showing another example of the structure around the base provided at the boundary between the Western-style room and the Japanese-style room. (a)は図2のB1−B1断面図、(b)は図2のB2−B2断面図である。2A is a sectional view taken along line B1-B1 of FIG. 2, and FIG. 2B is a sectional view taken along line B2-B2 of FIG. (a)は図2のD1−D1断面図、(b)は図2のE−E断面図である。2A is a cross-sectional view taken along line D1-D1 of FIG. 2, and FIG. 2B is a cross-sectional view taken along line EE of FIG. 本発明に係る建築物の他の土台廻り構造を示す斜視図である。It is a perspective view which shows the other base surrounding structure of the building which concerns on this invention. (a)は図13に示す取付部材の断面図、(b)は図13に示す土台の断面図、(c)は図13の断面図である。13A is a cross-sectional view of the mounting member shown in FIG. 13, FIG. 13B is a cross-sectional view of the base shown in FIG. 13, and FIG. 13C is a cross-sectional view of FIG. 本発明に係る建築物の他の土台廻り構造を示す斜視図である。It is a perspective view which shows the other base surrounding structure of the building which concerns on this invention. 図15の断面図である。It is sectional drawing of FIG. (a)は取付部材の他の例を示す断面図、(b)は土台の他の例を示す断面図である。(A) is sectional drawing which shows other examples of a mounting member, (b) is sectional drawing which shows other examples of a base. 図17(a)(b)に示す取付部材と土台とを使用した場合における土台廻りの構造の断面図であって、(a)は図2のB2−B2断面図、(b)は図2のD2−D2断面図である。17A and 17B are cross-sectional views of a structure around the base when the mounting member and the base shown in FIGS. 17A and 17B are used, wherein FIG. 17A is a cross-sectional view taken along line B2-B2 of FIG. 3 is a sectional view taken along line D2-D2 of FIG. (a)は本発明に係る建築物の他の土台廻り構造を示す斜視図、(b)は(a)の側面図である。(A) is a perspective view which shows the other base surrounding structure of the building which concerns on this invention, (b) is a side view of (a). (a)(b)は本発明に係る建築物の他の土台廻り構造を示す断面図である。(A) (b) is sectional drawing which shows the other base surrounding structure of the building which concerns on this invention. 本発明に係る建築物の他の土台廻り構造を示す斜視図である。It is a perspective view which shows the other base surrounding structure of the building which concerns on this invention. 本発明に係る建築物のさらに他の土台回り構造を示す斜視図である。It is a perspective view showing still another foundation circumference structure of the building concerning the present invention. (a)は土台と大引の接続部分を示す平面図、(b)は(a)のX−X断面図である。(A) is a top view which shows the connection part of a base and a large scale, (b) is XX sectional drawing of (a).

符号の説明Explanation of reference numerals

10 土台
11 上板
12 側板
13 下板
15 張出部
16 中間張出部
17 凹溝
20 取付部材
21 固定板
22 取付板
23 凸条
30 柱材
31 通し柱
32 管柱
33 間柱
34 筋交
40 横架材
41 大引
42 根太
43 根太受材(ブラケット)
51,52 受け木
61,62,63 壁面材
71,73 合板
72 畳
74 床仕上材
REFERENCE SIGNS LIST 10 base 11 upper plate 12 side plate 13 lower plate 15 projecting portion 16 intermediate projecting portion 17 concave groove 20 mounting member 21 fixing plate 22 mounting plate 23 convex streak 30 pillar material 31 through pillar 32 pipe pillar 33 stud 34 bracing 40 transverse Lumber 41 Ohiki 42 Joist 43 Jolt receiving material (bracket)
51,52 Receiving wood 61,62,63 Wall material 71,73 Plywood 72 Tatami mat 74 Floor finishing material

Claims (20)

基礎の上面に配設される土台と、当該土台に立設される柱材と、対向する一対の前記土台間に架設される複数の横架材とを備える建築物であって、
前記土台は、アルミニウム合金製の押出形材からなり、その側面に長手方向に沿って張出部が形成され、
当該張出部に前記横架材の下面が支持されていることを特徴とする建築物。
A building including a base disposed on the upper surface of a foundation, a pillar member erected on the base, and a plurality of horizontal members erected between a pair of opposing bases,
The base is made of an extruded member made of an aluminum alloy, and a protruding portion is formed on a side surface thereof along the longitudinal direction,
A building, wherein a lower surface of the horizontal member is supported by the overhang portion.
前記横架材の端部には、その中央部にスリットが形成され、
前記土台の側面に前記横架材のスリットに挿入される中間張出部が形成され、
当該中間張出部に前記横架材の中央部が支持されていることを特徴とする請求項1に記載の建築物。
At the end of the horizontal member, a slit is formed at the center thereof,
An intermediate overhang portion is formed on a side surface of the base to be inserted into the slit of the horizontal member,
The building according to claim 1, wherein a center portion of the horizontal member is supported by the intermediate overhang portion.
前記横架材は、前記土台の張出部に支持されるとともに、前記土台の側面に固定されるブラケットを介して前記土台に支持されていることを特徴とする請求項1又は請求項2に記載の建築物。   The said transverse material is supported by the said base via the bracket fixed to the side surface of the said base, while being supported by the projecting part of the said base, The said 1st or 2nd characterized by the above-mentioned. The mentioned building. 前記土台の張出部の上面に壁面材が載置され、
当該壁面材は、前記土台の側面に固定されていることを特徴とする請求項1乃至請求項3のいずれか一項に記載の建築物。
A wall material is placed on the upper surface of the overhang of the base,
The building according to any one of claims 1 to 3, wherein the wall material is fixed to a side surface of the base.
前記土台の上面に、アルミニウム合金製の押出形材からなる取付部材が固定され、
前記取付部材は、前記土台の上面に当接する固定板と、当該固定板から立設する取付板とを有し、
当該取付板に前記柱材が固定されていることを特徴とする請求項1乃至請求項4のいずれか一項に記載の建築物。
On the upper surface of the base, a mounting member made of an extruded aluminum material is fixed,
The mounting member has a fixed plate abutting on the upper surface of the base, and a mounting plate erected from the fixed plate,
The building according to any one of claims 1 to 4, wherein the column material is fixed to the mounting plate.
前記柱材の下端部には、スリットが鉛直方向に形成され、
当該スリットに前記取付部材の取付板が挿入されていることを特徴とする請求項5に記載の建築物。
At the lower end of the pillar, a slit is formed in a vertical direction,
The building according to claim 5, wherein a mounting plate of the mounting member is inserted into the slit.
前記土台の上面側および前記取付部材の固定板の下面側には、前記土台の長手方向に沿って、一方に凹溝が形成され、他方に凸条が形成され、
当該凹溝と凸条とが互いに係合していることを特徴とする請求項5又は請求項6に記載の建築物。
On the upper surface side of the base and the lower surface side of the fixing plate of the mounting member, along the longitudinal direction of the base, a groove is formed on one side, and a ridge is formed on the other side,
The building according to claim 5, wherein the groove and the ridge are engaged with each other.
前記土台には、長手方向に沿って横向きに開口する嵌合溝が形成され、
当該嵌合溝に前記取付部材の固定板の側端部分が嵌合されていることを特徴とする請求項5乃至請求項7のいずれか一項に記載の建築物。
In the base, a fitting groove that opens laterally along the longitudinal direction is formed,
The building according to any one of claims 5 to 7, wherein a side end portion of a fixing plate of the mounting member is fitted in the fitting groove.
前記取付部材は、前記土台の長手方向に沿って配設され、複数の前記柱材が固定されていることを特徴とする請求項5乃至請求項8のいずれか一項に記載の建築物。   The building according to any one of claims 5 to 8, wherein the attachment member is disposed along a longitudinal direction of the base, and the plurality of pillars are fixed. 前記横架材の上面に壁面材が載置され、
当該壁面材は、前記取付部材の取付板に沿って配設された受け木を介して前記取付板に固定されていることを特徴とする請求項5乃至請求項9のいずれか一項に記載の建築物。
A wall material is placed on the upper surface of the horizontal member,
The said wall material is being fixed to the said mounting plate via the receiving board arrange | positioned along the mounting plate of the said mounting member, The Claims any one of Claim 5 thru | or 9 characterized by the above-mentioned. Buildings.
前記土台に筋交又は壁面材が立設され、
前記土台の上面にアルミニウム合金製の押出形材からなる取付部材が固定され、
前記取付部材は、前記土台に当接する固定板と、当該固定板から立設する取付板とを有し、
前記固定板は、前記土台の側面に当接する垂直面と前記土台の上面に当接する水平面とを有し、当該水平面と垂直面とで前記土台に固定され、
前記取付板の側面に前記筋交または壁面材が固定されていることを特徴とする請求項1乃至請求項4のいずれか一項に記載の建築物。
Brace or wall material is erected on the base,
A mounting member made of an extruded aluminum material is fixed to the upper surface of the base,
The mounting member has a fixed plate abutting on the base, and a mounting plate erected from the fixed plate,
The fixing plate has a vertical surface in contact with the side surface of the base and a horizontal surface in contact with the upper surface of the base, and is fixed to the base with the horizontal surface and the vertical surface,
The building according to any one of claims 1 to 4, wherein the bracing or wall material is fixed to a side surface of the mounting plate.
前記土台に筋交又は壁面材が立設され、
前記土台の上面には、その長手方向に沿って取付部が形成されており、
当該取付部の側面に前記筋交または壁面材が固定されていることを特徴とする請求項1乃至請求項4のいずれか一項に記載の建築物。
Brace or wall material is erected on the base,
On the upper surface of the base, a mounting portion is formed along the longitudinal direction,
The building according to any one of claims 1 to 4, wherein the bracing or wall material is fixed to a side surface of the mounting portion.
基礎の上面に配設される土台と、当該土台の上面に立設される壁面材とを備える建築物であって、
前記土台の上面に、その長手方向に沿って取付部が形成されており、
当該取付部の側面に前記壁面材が固定されていることを特徴とする建築物。
A building having a base disposed on the upper surface of the foundation and a wall material erected on the upper surface of the base,
On the upper surface of the base, a mounting portion is formed along the longitudinal direction,
A building, wherein the wall material is fixed to a side surface of the mounting portion.
洋室と和室との境界に配設される土台と、
当該土台に直交する方向に配設される洋室側の大引および和室側の大引とを備え、
前記洋室側の大引の上面に根太が直交して配設され、
当該根太上に合板と床仕上材とが積層され、
前記和室側の大引の上面に合板と畳とが積層されてなる建築物であって、
前記土台は、アルミニウム合金製の押出形材からなり、その両側面にそれぞれ長手方向に沿って張出部が形成され、
当該張出部に前記洋室側の大引の下面および前記和室側の大引の下面が支持されていることを特徴とする建築物。
A base installed at the border between the Western and Japanese rooms,
A Western-style room and a Japanese-style room arranged in a direction perpendicular to the base,
A joist is arranged orthogonally on the upper surface of the western room side pulling bar,
Plywood and floor finishing material are laminated on the joist,
A building in which plywood and tatami mats are laminated on the upper surface of the Japanese-style room on the large side,
The base is made of an aluminum alloy extruded shape, and overhangs are formed on both sides thereof along the longitudinal direction,
A building, wherein the lower surface of the western room and the lower surface of the Japanese room are supported by the overhang.
洋室と屋外との境界に配設される土台と、
当該土台の洋室側において当該土台に直交する方向に配設される大引とを備え、
前記大引の上面に根太が直交して配設され、
当該根太上に合板と床仕上材とが積層されてなる建築物であって、
前記土台は、アルミニウム合金製の押出形材からなり、その両側面にそれぞれ長手方向に沿って張出部が形成され、
当該張出部に前記大引の下面が支持されていることを特徴とする建築物。
A base installed at the border between the Western room and the outdoors,
On the Western-style room side of the base, a puller arranged in a direction orthogonal to the base,
A joist is arranged orthogonally on the upper surface of the pulling bar,
A building in which plywood and floor finishing material are laminated on the joist,
The base is made of an aluminum alloy extruded shape, and overhangs are formed on both sides thereof along the longitudinal direction,
A building, wherein a lower surface of the pulling bar is supported by the overhang.
洋室又は廊下と屋外との境界に配設される土台と、
当該土台に沿って配設される根太受材と、
当該根太受材の上面に前記土台と直交する方向に配設される根太とを備え、
前記根太の上面に合板と床仕上材とが積層されてなる建築物であって、
前記土台は、アルミニウム合金製の押出形材からなり、その両側面にそれぞれ長手方向に沿って張出部が形成され、
当該張出部に前記根太受材の下面が支持されていることを特徴とする建築物。
A base provided at the boundary between the western room or corridor and the outside,
Joist receiving material arranged along the base;
Comprising a joist disposed on a top surface of the joist receiving material in a direction orthogonal to the base,
A building in which plywood and a floor finishing material are laminated on the upper surface of the joist,
The base is made of an aluminum alloy extruded shape, and overhangs are formed on both sides thereof along the longitudinal direction,
A building, wherein a lower surface of the joist receiving material is supported by the overhang portion.
前記土台の屋外側の張出部には、その上面に壁面材が載置され、
当該壁面材は、前記土台の側面に固定されていることを特徴とする請求項15又は請求項16に記載の建築物。
On the overhanging part on the outdoor side of the base, a wall material is placed on its upper surface,
The building according to claim 15 or 16, wherein the wall material is fixed to a side surface of the base.
前記土台の上面に窓台が配設され、
当該窓台の上面には、その屋外側に半外付けサッシが固定され、
前記窓台と合板との間にスペーサが介設されていることを特徴とする請求項15又は請求項16に記載の建築物。
A window sill is arranged on the upper surface of the base,
On the upper surface of the window stand, a semi-external sash is fixed on the outdoor side,
17. The building according to claim 15, wherein a spacer is provided between the window sill and the plywood.
前記土台の上面にアルミニウム合金製の押出形材からなる取付部材が固定され、
前記取付部材は、前記土台の上面に当接する固定板と、当該固定板から立設する取付板とを有し、
当該取付板に通し柱、間柱、管柱および筋交の少なくとも一つが固定されていることを特徴とする請求項14乃至請求項17のいずれか一項に記載の建築物。
A mounting member made of an extruded aluminum material is fixed to the upper surface of the base,
The mounting member has a fixed plate abutting on the upper surface of the base, and a mounting plate erected from the fixed plate,
The building according to any one of claims 14 to 17, wherein at least one of a through pillar, a stud, a pipe pillar, and a bracing is fixed to the mounting plate.
前記土台の室内側には、前記大引又は根太の上面に壁面材が載置され、
当該壁面材は、前記取付部材の取付板の側面に沿って配設された受け木を介して前記取付板に固定されていることを特徴とする請求項19に記載の建築物。
On the indoor side of the base, a wall material is placed on the upper surface of the pulling or joist,
20. The building according to claim 19, wherein the wall material is fixed to the mounting plate via a receiving tree disposed along a side surface of the mounting plate of the mounting member.
JP2004126009A 2002-08-30 2004-04-21 Building Abandoned JP2004245043A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20210293020A1 (en) * 2018-05-25 2021-09-23 Fortess Iron, LP Deck frame with integral attachment tabs

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20210293020A1 (en) * 2018-05-25 2021-09-23 Fortess Iron, LP Deck frame with integral attachment tabs

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