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JP7364267B2 - wooden building structure - Google Patents

wooden building structure Download PDF

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JP7364267B2
JP7364267B2 JP2022032204A JP2022032204A JP7364267B2 JP 7364267 B2 JP7364267 B2 JP 7364267B2 JP 2022032204 A JP2022032204 A JP 2022032204A JP 2022032204 A JP2022032204 A JP 2022032204A JP 7364267 B2 JP7364267 B2 JP 7364267B2
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JP2022088397A (en
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智基 古田
方人 中尾
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株式会社Dit
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Description

本発明は、新しい木造建物の構造に関する。 The present invention relates to the construction of new wooden buildings.

従来の木造建物の構造は、柱、梁及び土台を軸として構成される木造軸組構造、又は、複数の平板を組み合わせてこれらを面として組み合わせて構成される木造枠組壁構造(2×4構造)が一般的である。 The structure of conventional wooden buildings is either a wooden frame structure made up of pillars, beams, and foundations, or a wooden frame wall structure made up of multiple flat plates (2x4 structure). ) is common.

木造軸組構造は日本で最も多くの木造建物に用いられている伝統的なものであり、タテ木として種々の柱、ヨコ木として土台や梁などを組み上げた構造で、柱や梁などの縦横の軸が上からの荷重を支える。そして、これらの軸組の上に床材などを敷き詰めて床を形成する。このように、木造軸組構造は、線状の木材で組み上げられるため、構造的な制約が少なく、間取りやデザインの自由度が高い。 The wooden frame structure is the traditional type used in the most wooden buildings in Japan, and is a structure in which various pillars are assembled using vertical wood, and foundations and beams are assembled using horizontal wood. The shaft supports the load from above. Then, flooring materials are laid on top of these frameworks to form the floor. In this way, the wooden frame structure is assembled using linear wood, so there are fewer structural restrictions and a higher degree of freedom in floor plan and design.

一方、木造枠組壁構造は、米国などで多く用いられているもので、規定の木材を用いて枠組を作り、そこに合板を貼った木製パネルで箱を作るようにして建てられる構造である。上記の木造軸組構造が「軸」なのに対して、「面」で構成されていて、柱の代わりに壁、梁の代わりに床や天井で支えられる。また、木造軸組構造に比べて、施工が比較的容易で職人の技量に左右されず工期も短い。 On the other hand, a wooden frame wall structure is often used in the United States and other countries, and is a structure in which a frame is made using specified lumber, and a box is made from wooden panels covered with plywood. While the wooden frame structure mentioned above has a "shaft," it is made up of "planes," and is supported by walls instead of columns, and floors and ceilings instead of beams. In addition, compared to wooden frame structures, construction is relatively easy and does not depend on the skill of the craftsman, and the construction period is short.

上記した通り、従来の木造軸組構造は、構造的な制約が少なく間取りやデザインの自由度が高い反面、施工が難しく職人の技量によって左右されるという課題がある。また、工期も比較的長い。一方、木造枠組壁構造は、施工が比較的容易で職人の技量に左右されず工期も短い反面、制約があり自由度が低いという課題がある。また、木造枠組壁構造は、職人の技量に左右されにくいが、我が国においては木造軸組構造が主流であるため、この施工に対応できる職人はまだ少ないという課題もある。 As mentioned above, conventional wooden framework structures have few structural restrictions and have a high degree of freedom in floor plan and design, but on the other hand, they are difficult to construct and depend on the skill of the craftsman. Also, the construction period is relatively long. On the other hand, while wooden frame wall structures are relatively easy to construct, do not depend on the skill of the craftsman, and require a short construction period, they are subject to limitations and have a low degree of freedom. In addition, wooden frame wall structures are less dependent on the skill of the craftsman, but since wooden frame structures are the mainstream in Japan, there is still a problem that there are still few craftsmen who can handle this construction.

本発明の目的は、従来の木造軸組構造よりも施工が容易で工期が短く、木造枠組壁構造よりも制約が少なく自由度が高い新しい木造建物の構造を提供することにある。 An object of the present invention is to provide a new wooden building structure that is easier to construct and takes a shorter construction period than conventional wooden frame wall structures, and has fewer restrictions and a higher degree of freedom than wooden frame wall structures.

本発明に係る一の態様の木造建物の構造は、第1方向に延びる長板が並んで接着された第1平板部と、第1方向に直交する第2方向に延びる長板が並んで接着された第2平板部とが交互に積層された板材と、複数の柱材と、を備え、前記複数の柱材の上方に前記板材が配され、該複数の柱材と該板材が接合され、前記複数の柱材には、第1方向又は第2方向に沿って、離間して配された2本の柱材が含まれることを特徴とする。 The structure of the wooden building according to one aspect of the present invention includes a first flat plate part in which long plates extending in a first direction are lined up and bonded together, and a long plate part extending in a second direction perpendicular to the first direction are lined up and bonded together. a plurality of pillars, the plurality of pillars are arranged above the plurality of pillars, and the plurality of pillars and the plate are joined. , the plurality of pillar members include two pillar members spaced apart along the first direction or the second direction.

この構成によれば、従来の木造軸組構造におけるタテ木はそのまま柱を用い、梁などのヨコ木として板材の長板で構成される平板部が担うことで、従来の木造軸組構造の枠組みに収まるものでありながら、横架材が不要になることで施工の容易性や工期の短縮を図ることが可能となる。 According to this structure, the vertical timber in a conventional wooden frame structure is used as a pillar, and the horizontal timber such as a beam is carried by a flat plate made of long boards, which makes it possible to create a framework for a conventional wooden frame structure. However, by eliminating the need for horizontal members, it is possible to simplify construction and shorten the construction period.

また、この構造は従来の木造軸組構造の枠組みに収まるものであるため、我が国の職人の対応も比較的容易である。さらには、ヨコ木を板材に置きかえることで、床の遮音性能の向上や、面内せん断剛性の向上なども期待できる。なお、第1方向又は第2方向に沿って離間して配された2本の柱材に挟まれた板材の平板部が梁として機能することになる。 Furthermore, since this structure fits within the framework of a conventional wooden frame structure, it is relatively easy for Japanese craftsmen to handle it. Furthermore, by replacing horizontal wood with board materials, it is expected that the sound insulation performance of the floor and in-plane shear rigidity will be improved. Note that the flat plate portion of the plate material sandwiched between two pillar materials spaced apart along the first direction or the second direction functions as a beam.

また、この木造建物の構造は、前記板材が前記複数の柱材の端部がそれぞれ嵌合する複数の穴を有し、前記複数の柱材の上方に前記板材が配され、該複数の柱材の端部が、該板材の穴にそれぞれ嵌合して取り付けられる構成とすることができる。 Further, in the structure of this wooden building, the plate material has a plurality of holes into which the ends of the plurality of pillar materials fit, respectively, the plate material is arranged above the plurality of pillar materials, and the plurality of pillar materials The end portions of the material may be attached by fitting into holes of the plate material, respectively.

また、この木造建物の構造は、前記複数の柱材が端部に前記板材と接合するための突部を有し、前記複数の柱材の上方に前記板材が配され、該複数の柱材の前記突部が、該板材の前記穴にそれぞれ嵌合して取り付けられる構成とすることができる。 Further, in the structure of this wooden building, the plurality of pillar materials have a protrusion at the end for joining with the plate material, the plate material is arranged above the plurality of pillar materials, and the plurality of pillar materials The protrusions may be configured to fit and be attached to the holes of the plate material, respectively.

また、この木造建物の構造は、前記複数の柱材が、所定数の柱材が前記第1方向に沿って配され、該所定数の柱材からなる柱材列が、前記第1方向と平行に前記第2方向に沿って列状に配されている構成とすることを特徴とする。 Further, in the structure of this wooden building, a predetermined number of pillar materials are arranged along the first direction, and a column row consisting of the predetermined number of pillar materials is arranged along the first direction. It is characterized by having a configuration in which they are arranged in parallel rows along the second direction.

また、この木造建物の構造は、前記板材と前記柱材とで構成される面に、板状の面材がさらに取り付けられていることが望ましい。 Further, in the structure of this wooden building, it is desirable that a plate-shaped face material is further attached to the surface constituted by the board material and the pillar material.

また、この木造建物の構造は、前記板材と一の柱材の接合部と、該板材と他の柱材の接合部とを対角線上に結ぶ線状材が設けられていることが望ましい。 Further, it is desirable that the structure of this wooden building is provided with a linear member diagonally connecting the joint between the board and one pillar and the joint between the board and another pillar.

また、この木造建物の構造は、前記柱材と前記板材の接合部にこれらを固定する金物が取り付けられていることが望ましい。 Further, in the structure of this wooden building, it is desirable that a metal fitting for fixing the pillar material and the plate material is attached to the joint portion of the pillar material and the plate material.

また、この木造建物の構造は、木造建物の下方に配される土台をさらに備え、前記複数の柱材と前記土台が接合されている構成とすることができる。 Further, the structure of the wooden building may further include a foundation disposed below the wooden building, and the plurality of pillars and the foundation may be joined.

また、この木造建物の構造は、前記柱材と前記板材と前記土台とで構成される面に、板状の面材がさらに取り付けられていることが望ましい。 Further, in the structure of this wooden building, it is desirable that a plate-shaped face material is further attached to the surface constituted by the pillar material, the board material, and the base.

また、この木造建物の構造は、前記柱材と前記土台の接合部にこれらを固定する金物が取り付けられていることが望ましい。 Further, in the structure of this wooden building, it is desirable that a metal fitting for fixing the pillar material and the foundation be attached to the joint portion of the pillar material and the foundation.

また、この木造建物の構造は、前記土台に代えて木造建物の基礎の上に前記板材を配する、又は、前記土台の上に前記板材を配する構成とすることができる。 Moreover, the structure of this wooden building can be such that the board material is arranged on the foundation of the wooden building instead of the foundation, or the board material is arranged on the foundation.

また、この木造建物の構造は、前記離間して配された2本の柱材が第1方向に沿って配され、該2本の柱材に挟まれた前記板材の前記第1平板部が梁として機能することを特徴とする。 Further, in the structure of this wooden building, the two pillars placed apart from each other are arranged along the first direction, and the first flat plate portion of the board sandwiched between the two pillars is It is characterized by functioning as a beam.

また、この木造建物の構造は、前記離間して配された2本の柱材が第2方向に沿って配され、該2本の柱材に挟まれた前記板材の前記第2平板部が梁として機能することを特徴とする。 Further, in the structure of this wooden building, the two pillars placed apart from each other are arranged along the second direction, and the second flat plate portion of the board sandwiched between the two pillars is arranged in the second direction. It is characterized by functioning as a beam.

また、本発明に係る一の態様の木造建物の構造は、第1方向に延びる長板が並んで接着された第1平板部と、第1方向に直交する第2方向に延びる長板が並んで接着された第2平板部が交互に積層された板材と、端部に前記板材と接合するための突部を有する複数の柱材と、を備え、前記板材は、前記複数の柱材の突部がそれぞれ嵌合する複数の穴を有し、前記複数の柱材の上方に前記板材が、前記突部を前記穴に嵌合して取り付けられ、前記板材の第1平板部が梁として機能し、第2平板部が根太として機能することを特徴とする。 Further, the structure of the wooden building according to one aspect of the present invention includes a first flat plate portion in which long plates extending in a first direction are lined up and bonded together, and a long plate portion extending in a second direction perpendicular to the first direction is lined up and bonded to each other. a plurality of pillars each having a protrusion at an end for joining with the plurality of pillars; The plate has a plurality of holes into which the protrusions fit, respectively, the plate is attached above the plurality of pillars by fitting the protrusions into the holes, and the first flat part of the plate serves as a beam. It is characterized in that the second flat plate part functions as a joist.

この構成によれば、従来の木造軸組構造におけるタテ木はそのまま柱を用い、梁などのヨコ木として板材の第1方向に延びる長板で構成される第1平板部が担うことで、従来の木造軸組構造の枠組みに収まるものでありながら、横架材が不要になることで施工の容易性や工期の短縮を図ることが可能となる。また、板材の第2方向に延びる長板で構成される第2平板部が従来の木造軸組構造における床の軸組である根太を担い、根太が不要になることでも施工の容易性や工期の短縮が図られる。 According to this configuration, the vertical timber in the conventional wooden framework structure is handled by the pillar as is, and the first flat plate part consisting of the long plate extending in the first direction of the board material serves as the horizontal timber such as a beam. Although it fits within the framework of a wooden frame structure, it eliminates the need for horizontal members, making it easier to construct and shortening the construction period. In addition, the second flat plate part, which is made up of long plates extending in the second direction, carries the joists, which are the framework of the floor in conventional wooden framework structures. This will reduce the time required.

また、この構造は従来の木造軸組構造の枠組みに収まるものであるため、我が国の職人の対応も比較的容易である。さらには、ヨコ木を板材に置きかえることで、床の遮音性能の向上や、面内せん断剛性の向上なども期待できる。 Furthermore, since this structure fits within the framework of a conventional wooden frame structure, it is relatively easy for Japanese craftsmen to handle it. Furthermore, by replacing horizontal wood with board materials, it is expected that the sound insulation performance of the floor and in-plane shear rigidity will be improved.

また、この木造建物の構造は、前記板材が、前記第1平板部と前記第2平板部とが交互に積層され、該板材の上面及び下面には前記第1平板部が露出するように積層されていることが好ましい。この構成によれば、板材の上面及び下面に第1平板部が配され、これに挟み込まれるように、第2平板部が挟まれ(3層の場合)、又は、第1平板部、第2平板部、第1平板部が交互に積層されている(5層以上の場合)。これにより、梁などの横架材に相当する第1平板部が第2平板部よりも1枚多く積層されることとなり、横架材に相当する部分の強度が向上する。 In addition, the structure of this wooden building is such that the board material is stacked such that the first flat plate part and the second flat plate part are alternately stacked, and the first flat plate part is exposed on the upper and lower surfaces of the board material. It is preferable that the According to this configuration, the first flat plate part is disposed on the upper surface and the lower surface of the plate material, and the second flat plate part is sandwiched between the first flat plate part (in the case of three layers), or the first flat plate part and the second flat plate part are sandwiched between the first flat plate part and the second flat plate part. The flat plate portion and the first flat plate portion are alternately laminated (in the case of five or more layers). As a result, one more first flat plate portion corresponding to a horizontal member such as a beam is laminated than the second flat plate portion, and the strength of the portion corresponding to the horizontal member is improved.

または、前記板材が、前記第1平板部と前記第2平板部とが交互に積層され、最上面及び最下面には前記第1平板部が配されていて、これらを挟み込むように、最上面の上及び最下面の下に、さらに前記第1平板部がそれぞれ配されている構成としてもよい。この構成によれば、板材の最上面及び最下面に第1平板部が配され、これに挟み込まれるように、第1平板部、第2平板部、第1平板部と交互に積層されている。これにより、梁などの横架材に相当する第1平板部が第2平板部よりも3枚多く積層されることとなり、横架材に相当する部分の強度がさらに向上する。 Alternatively, in the plate material, the first flat plate part and the second flat plate part are alternately laminated, the first flat plate part is arranged on the uppermost surface and the lowermost surface, and the uppermost surface is arranged so as to sandwich them. The first flat plate portion may be further disposed above and below the lowermost surface. According to this configuration, the first flat plate part is arranged on the uppermost surface and the lowermost surface of the plate material, and the first flat plate part, the second flat plate part, and the first flat plate part are alternately stacked so as to be sandwiched therebetween. . As a result, three more first flat plate parts corresponding to horizontal members such as beams are stacked than the second flat plate parts, and the strength of the portion corresponding to the horizontal members is further improved.

また、この木造建物の構造は、前記板材が有する穴が、少なくとも最上面又は最下面に露出した第1平板部を貫通する深さの穴であるとよい。この構成によれば、柱材と嵌合する穴が少なくとも第1平板部を貫通することで、確実に柱材と板材とを固定できる。 Further, in the structure of this wooden building, it is preferable that the hole included in the board has a depth that penetrates at least the first flat plate portion exposed on the uppermost surface or the lowermost surface. According to this configuration, the hole that fits into the column passes through at least the first flat plate portion, so that the column and the plate can be reliably fixed.

また、この木造建物の構造は、木造建物の下方に配される土台をさらに備え、前記複数の柱材は、両端部に前記突部を有し、前記土台は、前記複数の柱材の突部がそれぞれ嵌合する複数の穴を有し、前記複数の柱材の下方に前記土台が、前記突部を前記穴に嵌合して取り付けられる構造としてもよい。この構成によれば、従来の木造軸組構造に近い構造となり、従来の木造軸組構造の職人の施工がしやすい。 The structure of the wooden building further includes a base disposed below the wooden building, the plurality of pillars having the protrusions at both ends, and the base having the protrusions of the plurality of pillars. The base may have a plurality of holes into which the parts fit, and the base may be attached below the plurality of pillars by fitting the protrusions into the holes. According to this configuration, the structure is similar to a conventional wooden frame structure, and construction can be easily performed by a craftsman of a conventional wooden frame structure.

また、この木造建物の構造は、前記柱材と前記板材の接合部と、前記柱材と前記土台の接合部とを対角線上に結ぶ線状材が設けられていることが好ましい。ここで、線状材には、長板状の板材からなる筋交いや、鉄筋やアングルなど型鋼からなるブレースが含まれる。この構成によれば、木造建物の強度や耐震性が向上する。 Moreover, it is preferable that the structure of this wooden building is provided with a linear member diagonally connecting the joint between the pillar and the plate and the joint between the pillar and the foundation. Here, the wire members include braces made of elongated plate materials, and braces made of shaped steel such as reinforcing bars and angles. According to this configuration, the strength and earthquake resistance of the wooden building are improved.

また、この木造建物の構造は、前記板材を複数備え、第1の板材は、前記複数の穴が上面及び下面に設けられ、第2の板材は、前記複数の穴が少なくとも下面に設けられ、前記複数の柱のうち第1の柱群の上方に第1の板材が、該第1の柱群の一方の突部を該第1の板材の下面の穴に嵌合して取り付けられ、前記第1の柱群の下方に前記土台が、該第1の柱群の他方の突部を該土台の穴に嵌合して取り付けられ、前記複数の柱のうち第2の柱群の上方に第2の板材が、該第2の柱群の一方の突部を該第2の板材の下面の穴に嵌合して取り付けられ、前記第2の柱群の下方に第1の板材が、該第2の柱群の他方の突部を該第1の板材の上面の穴に嵌合して取り付けられている。 In addition, the structure of this wooden building includes a plurality of the above-mentioned board materials, the first board material has the plurality of holes provided on the top surface and the bottom surface, and the second board material has the plurality of holes provided at least on the bottom surface, A first plate is attached above a first group of columns among the plurality of columns by fitting one protrusion of the first group into a hole in the lower surface of the first plate, and The base is attached below the first group of columns by fitting the other protrusion of the first group into the hole of the base, and the base is attached above the second group of columns among the plurality of columns. A second plate is attached by fitting one protrusion of the second group of columns into a hole on the lower surface of the second plate, and a first plate below the second group of columns, The second pillar group is attached by fitting the other protrusion into a hole in the upper surface of the first plate.

また、この木造建物の構造は、前記第1の板材と前記第2の柱群の柱との接合部と、前記第2の板材と前記第2の柱群の柱との接合部とを対角線上に結ぶ線状材が設けられていることが好ましい。この構成によれば、長板状の板材からなる筋交いや鉄筋やアングルなど型鋼からなるブレースなどの線状材を設けることで、木造建物の強度や耐震性が向上する。 In addition, the structure of this wooden building is such that the joint between the first plate and the column of the second column group and the joint between the second plate and the column of the second column group are diagonally aligned. It is preferable that a wire member is provided above. According to this configuration, the strength and earthquake resistance of the wooden building are improved by providing linear members such as braces made of long plate materials and braces made of shaped steel such as reinforcing bars and angles.

また、この木造建物の構造は、前記第1の板材と前記第2の板材と前記柱材とで構成される面に、板状の面材がさらに取り付けられている構成としてもよい。この構成によれば、上記した線状材に代えて、合板等の面材を設けることで、木造建物の強度や耐震性の向上を図ることができる。 Moreover, the structure of this wooden building may be such that a plate-shaped face material is further attached to the surface constituted by the first board material, the second board material, and the pillar material. According to this configuration, by providing a face material such as plywood in place of the above-described linear material, it is possible to improve the strength and earthquake resistance of the wooden building.

また、この木造建物の構造は、前記柱材と前記板材と前記土台とで構成される面に、板状の面材がさらに取り付けられている。この構成によれば、木造建物の強度や耐震性の向上を図ることができる。 Further, in the structure of this wooden building, a plate-shaped face material is further attached to a surface constituted by the pillar material, the board material, and the base. According to this configuration, it is possible to improve the strength and earthquake resistance of the wooden building.

また、木造建物の構造は、前記柱材と前記板材の接合部にこれらを固定する金物が取り付けられ、前記柱材と前記土台の接合部にこれらを固定する金物が取り付けられていることが好ましい。この構成によれば、接合部の強度や耐震性が向上する。 Further, in the structure of the wooden building, it is preferable that hardware for fixing the pillars and the plate be attached to the joints thereof, and hardware for fixing them be attached to the joints of the pillars and the foundation. . According to this configuration, the strength and earthquake resistance of the joint are improved.

また、木造建物の構造は、前記土台に代えて木造建物の基礎の上に前記板材を配する、又は、前記土台の上に前記板材を配する構成としてもよい。この構成によれば、従来の木造軸組構造における土台が不要となり、さらに施工が容易となり、工期も短縮できる。 Moreover, the structure of the wooden building may be such that the board material is arranged on the foundation of the wooden building instead of the foundation, or the board material is arranged on the foundation. This configuration eliminates the need for a foundation in a conventional wooden framework structure, making construction easier and shortening the construction period.

また、木造建物の構造は、前記複数の柱材は、所定数の柱材が前記第1方向に沿って配され、該所定数の柱材からなる柱材列が、前記第1方向と平行に前記第2方向に沿って列状に配されていることが好ましい。複数の柱材をこのように配することで、板材の第1平板部の第1方向に延びる長板が横架材としての機能を効果的に発揮する。 Further, in the structure of the wooden building, a predetermined number of the plurality of pillars are arranged along the first direction, and a column row consisting of the predetermined number of pillars is parallel to the first direction. Preferably, they are arranged in a row along the second direction. By arranging the plurality of pillar members in this manner, the elongated plate extending in the first direction of the first flat plate portion of the plate material effectively functions as a horizontal member.

本発明に係る一の態様の木造建物の構造は、第1方向に延びる長板が並んで接着された第1平板部と、第1方向に直交する第2方向に延びる長板が並んで接着された第2平板部とが交互に積層された板材と、複数の柱材と、を備え、前記板材は、前記複数の柱材の端部がそれぞれ嵌合する複数の穴を有し、前記複数の柱材の上方に前記板材が配され、該複数の柱材が、該板材の穴にそれぞれ嵌合して取り付けられ、前記板材の第1平板部が梁として機能し、第2平板部が根太として機能し、前記複数の柱材は、所定数の柱材が前記第1方向に沿って配され、該所定数の柱材からなる柱材列が、前記第1方向と平行に前記第2方向に沿って列状に配されている。この木造建物の構造は、柱材に突部を設けず、板材の穴に柱材の突部でなく柱材の端部を穴に嵌合する構造である。板材の第1平板部の長板が横架材として機能し、第2平板部の長板が根太として機能するため、従来の軸組構造の枠組みに収まりながら、施工が容易となり工期の短縮を図ることができる。同時に、床の遮音性能の向上や、面内せん断剛性の向上なども期待できる。 The structure of the wooden building according to one aspect of the present invention includes a first flat plate part in which long plates extending in a first direction are lined up and bonded together, and a long plate part extending in a second direction perpendicular to the first direction are lined up and bonded together. a plurality of pillars; the plate has a plurality of holes into which end portions of the plurality of pillars fit, respectively; The plate material is disposed above a plurality of pillar materials, the plurality of pillar materials are fitted into holes of the plate material, respectively, and attached, the first flat plate part of the plate material functions as a beam, and the second flat plate part functions as a beam. functions as a joist, and the plurality of pillars includes a predetermined number of pillars arranged along the first direction, and a column row consisting of the predetermined number of pillars arranged parallel to the first direction. They are arranged in a row along the second direction. The structure of this wooden building is such that the pillars do not have protrusions, and instead of the protrusions of the pillars, the ends of the pillars are fitted into holes in the plates. The long plates of the first flat plate part of the plate material function as horizontal members, and the long plates of the second flat plate part function as joists, making construction easier and shortening the construction period while still fitting within the framework of a conventional frame structure. can be achieved. At the same time, improvements in the sound insulation performance of the floor and in-plane shear rigidity can be expected.

本発明に係る一の態様の木造建物の構造は、第1方向に延びる長板が並んで構成される第1平板部と、第1方向に直交する第2方向に延びる長板が並んで構成される第2平板部とが交互に積層された板材と、複数の柱材と、を備え、前記複数の柱材の上方に前記板材が配され、該複数の柱材と該板材が接合され、前記板材の第1平板部が梁として機能し、第2平板部が根太として機能し、前記複数の柱材は、所定数の柱材が前記第1方向に沿って配され、該所定数の柱材からなる柱材列が、前記第1方向と平行に前記第2方向に沿って列状に配されている。この木造建物の構造は、板材の穴を設けず、板材と柱材とを金物等で固定する構造である。 The structure of the wooden building according to one aspect of the present invention includes a first flat plate part formed by arranging elongated plates extending in a first direction, and an elongated plate part formed by arranging elongated plates extending in a second direction perpendicular to the first direction. a plurality of pillars, the plate is arranged above the plurality of pillars, and the plurality of pillars and the plate are joined. , a first flat plate portion of the plate material functions as a beam, a second flat plate portion functions as a joist, and the plurality of pillar materials include a predetermined number of pillar materials arranged along the first direction, and a predetermined number of pillar materials arranged along the first direction. A column row consisting of column materials is arranged in a row along the second direction parallel to the first direction. The structure of this wooden building is such that there are no holes in the boards, and the boards and pillars are fixed with hardware or the like.

本発明によれば、従来の木造軸組構造よりも施工が容易で工期が短く、木造枠組壁構造よりも制約が少なく自由度が高い。 According to the present invention, construction is easier and the construction period is shorter than conventional wooden frame structures, and there are fewer restrictions and a higher degree of freedom than wooden frame wall structures.

本発明の一実施形態に係る木造建物の構造を示す模式図である。1 is a schematic diagram showing the structure of a wooden building according to an embodiment of the present invention. 柱材と土台との接合部を示す説明図である。It is an explanatory view showing a joint part of a column material and a base. 柱材と板材との接合部を示す説明図である。FIG. 3 is an explanatory diagram showing a joint between a pillar material and a plate material. 柱材と板材を示す説明図である。It is an explanatory view showing a column material and a board material. 板材と従来の木造軸組構造の構成部材との対応を示す説明図である。It is an explanatory view showing correspondence between board material and constituent members of a conventional wooden frame structure. 筋交いを取り付けた木造建物の構造を示す模式図である。It is a schematic diagram showing the structure of a wooden building with braces attached. 柱材と土台との接合部を示す説明図である。It is an explanatory view showing a joint part of a column material and a foundation. 木造建物の構造の変形例を示す模式図である。It is a schematic diagram which shows the modification of the structure of a wooden building. 木造建物の構造の変形例を示す模式図である。It is a schematic diagram which shows the modification of the structure of a wooden building. 木造建物の構造の変形例の柱材と板材との接合部を示す説明図である。It is an explanatory view showing a junction of a column material and a board material of a modification of the structure of a wooden building.

以下、本発明に係る一実施形態を図面に基づき説明するが、本発明は下記実施形態に限定されるものではない。本実施形態においては、一例として2階建ての木造建物の構造について説明するが、本発明は1階建てや3階建て以上の木造建物にも適用可能である。また、本実施形態においては、一例として板材に2つの第1平板部で1つの第2平板部を挟み込んだ3層構造の板材を用いて説明するが、本発明に用いる板材は5層や7層など、3層以上の板材も適用可能である。 Hereinafter, one embodiment of the present invention will be described based on the drawings, but the present invention is not limited to the following embodiment. In this embodiment, the structure of a two-story wooden building will be described as an example, but the present invention is also applicable to one-story, three-story or more wooden buildings. In addition, in this embodiment, as an example, a plate material having a three-layer structure in which one second flat plate part is sandwiched between two first flat plate parts will be used. A plate material having three or more layers is also applicable.

<木造建物の構造>
図1は本発明の一実施形態に係る木造建物の構造を示す模式図である。図2は柱材と土台との接合部を示す説明図である。図3は柱材と板材との接合部を示す説明図である。図4は柱材と板材を示す説明図である。図5は板材と従来の木造軸組構造の構成部材との対応を示す説明図である。
<Structure of wooden buildings>
FIG. 1 is a schematic diagram showing the structure of a wooden building according to an embodiment of the present invention. FIG. 2 is an explanatory diagram showing a joint between a pillar material and a foundation. FIG. 3 is an explanatory diagram showing a joint between a pillar material and a plate material. FIG. 4 is an explanatory diagram showing the pillar material and the plate material. FIG. 5 is an explanatory diagram showing the correspondence between the plate materials and the constituent members of a conventional wooden framework structure.

図1に示すように、木造建物10は、2階建ての構造であって、下方の基礎4と、基礎の上に土台3と、複数の柱材2と、2つの板材1と、を主要な構成として備える。なお、図1では屋根部がない構成としているが、従来の木造軸組構造と同様の屋根部の構造を用いてもよい。 As shown in FIG. 1, the wooden building 10 has a two-story structure, and mainly includes a lower foundation 4, a foundation 3 on the foundation, a plurality of pillars 2, and two plates 1. Prepare as a configuration. Although FIG. 1 shows a configuration without a roof, a roof structure similar to that of a conventional wooden frame structure may be used.

基礎4は、従来の木造軸組構造と同様、鉄筋とコンクリートで形成され、地面に敷設されている。土台3は、例えば檜などを使用した木製のヨコ材であり、基礎4とアンカーボルトで固定されている。また、土台3の上面には、複数の穴31が設けられていて、柱材2の突部21と嵌合する(図2参照)。 The foundation 4 is made of reinforcing bars and concrete, and is laid on the ground, like a conventional wooden frame structure. The base 3 is a horizontal wooden material made of cypress, for example, and is fixed to the base 4 with anchor bolts. Further, a plurality of holes 31 are provided on the upper surface of the base 3, and these holes 31 fit into the protrusions 21 of the pillar material 2 (see FIG. 2).

柱材2は、例えば杉などを使用した木製のタテ材であり、下端に突部21と、上端に突部22が設けられている(図4参照)。また、柱材2の突部21と土台3の穴31とが嵌合した接合部には、柱材2と土台3に渡るようにネジ止めされた金物5を補強材として用いる(図2参照)。 The pillar material 2 is a wooden vertical material made of, for example, cedar, and is provided with a protrusion 21 at the lower end and a protrusion 22 at the upper end (see FIG. 4). Further, at the joint where the protrusion 21 of the column 2 and the hole 31 of the base 3 fit together, a metal fitting 5 screwed across the column 2 and the base 3 is used as a reinforcing material (see Fig. 2). ).

図3、図4、図5に示すように、板材1は、第1方向Xに延びる木製の長板が複数並んで接着された第1平板部11と、第1方向に直交する第2方向Yに延びる木製の長板が複数並んで接着された第2平板部12が交互に積層され、これらが接着されてなる板材である。具体的には、本実施形態の板材1は、対向する2枚の第1平板部11の間に、1枚の第2平板部12が介在するように積層された3層構造である。 As shown in FIGS. 3, 4, and 5, the plate material 1 includes a first flat plate part 11 in which a plurality of long wooden boards extending in a first direction The second flat plate portion 12 is a plate material in which a plurality of long wooden plates extending in the Y direction are lined up and bonded together, and the second flat plate portions 12 are alternately stacked and bonded together. Specifically, the plate material 1 of this embodiment has a three-layer structure in which one second flat plate part 12 is stacked between two first flat plate parts 11 facing each other.

なお、板材1の3層構造は、本実施形態の一例であり、第1平板部11が3枚と、これらの各間に第2平板部12が2枚介在した5層構造や、第1平板部11が4枚と第2平板部12が3枚の7層構造、また下方から順に2枚の第1平板部11、1枚の第2平板部12、1枚の第1平板部11、1枚の第2平板部12、2枚の第1平板部11とする7層構造などを用いてもよい。また、各長板は同寸の幅のものを用いてもよいが、幅が異なる寸法の長板を用いて平板部を構成することも可能である。 Note that the three-layer structure of the plate material 1 is an example of the present embodiment, and a five-layer structure in which three first flat plate parts 11 and two second flat plate parts 12 are interposed between each, or a Seven-layer structure with four flat plate parts 11 and three second flat plate parts 12, and in order from the bottom, two first flat plate parts 11, one second flat plate part 12, and one first flat plate part 11. , a seven-layer structure including one second flat plate portion 12 and two first flat plate portions 11 may be used. Further, each long plate may have the same width, but it is also possible to configure the flat plate portion using long plates having different widths.

また、木造建物10において板材1は2つ用いられていて、1つは木造建物10の1階の天井と2階の床となる下方の板材1(下方の板材を「1A」と称する)であり、もう1
つは2階の天井となる上方の板材1(上方の板材を「1B」と称する)である。下方の板材1Aは、下面に1階の柱となる複数の柱材2に対応する位置に、柱材2の上端の突部22が嵌合する穴13が複数形成されている。また、同下方の板材1Aは、上面に2階の柱となる複数の柱材2に対応する位置に、下端の突部21が嵌合する穴13が複数形成されている(図4参照)。
In addition, two boards 1 are used in the wooden building 10, and one is the lower board 1 (the lower board is referred to as "1A") which becomes the ceiling of the first floor and the floor of the second floor of the wooden building 10. Yes, one more
One is the upper board 1 (the upper board is referred to as "1B") which becomes the ceiling of the second floor. The lower plate material 1A has a plurality of holes 13 formed on its lower surface at positions corresponding to the plurality of pillar materials 2 serving as the first floor pillars, into which the protrusions 22 at the upper ends of the pillar materials 2 fit. In addition, the lower plate material 1A has a plurality of holes 13 formed on its upper surface at positions corresponding to the plurality of pillar materials 2 that will become the pillars of the second floor, into which the protrusions 21 at the lower end fit (see FIG. 4). .

そして、この板材1Aの下面の穴13と、1階部分の柱材2の突部22とが嵌合したそれぞれの接合部には、板材1Aと柱材2に渡るようにネジ止めされた金物が補強材として用いられている。また、この板材1Aの上面の穴13と、2階部分の柱材2の突部21とが嵌合したそれぞれの接合部には、同様に板材1Aと柱材2に渡るようにネジ止めされた金物が補強材として用いられている(図3の符号6参照)。 At each joint where the hole 13 on the lower surface of the board 1A and the protrusion 22 of the pillar 2 of the first floor part fit together, a metal fitting is screwed so as to span the board 1A and the pillar 2. is used as a reinforcing material. In addition, screws are similarly screwed to the joints where the holes 13 on the top surface of the board 1A and the protrusions 21 of the pillars 2 on the second floor fit together, so as to extend between the board 1A and the pillars 2. The metal fittings are used as reinforcing materials (see reference numeral 6 in FIG. 3).

一方、木造建物10の2階の天井となる上方の板材1Bは、下面に2階の柱となる複数の柱材2に対応する位置に、柱材2の上端の突部22が嵌合する穴13が複数形成されている。そして、この板材1Bの下面の穴13と、1階部分の柱材2の突部22とが嵌合したそれぞれの接合部には、板材1Bと柱材2に渡るようにネジ止めされた金物が補強材として用いられている。 On the other hand, the upper plate material 1B, which serves as the ceiling of the second floor of the wooden building 10, has protrusions 22 at the upper ends of the pillar materials 2 fitted in positions corresponding to the plurality of pillar materials 2, which serve as the pillars of the second floor, on the lower surface. A plurality of holes 13 are formed. Then, at each joint where the hole 13 on the lower surface of the plate material 1B and the protrusion 22 of the pillar material 2 of the first floor part fit together, a metal fitting is screwed so as to span the plate material 1B and the pillar material 2. is used as a reinforcing material.

図5に示すように、この板材1は、第1平板部11の第1方向Xに延びる複数の長板が、従来の木造軸組構造における梁や桁などの横架材に相当する。これにより、そして、第2平板部12の第2方向Yに延びる長板が、従来の木造軸組構造における床板を支えるための床下に渡す横木、すなわち根太に相当する。 As shown in FIG. 5, in this plate material 1, a plurality of long plates extending in the first direction X of the first flat plate portion 11 correspond to horizontal members such as beams and girders in a conventional wooden frame structure. As a result, the elongated plate of the second flat plate portion 12 extending in the second direction Y corresponds to a crossbar, that is, a joist, which is passed under the floor to support the floorboard in a conventional wooden framework structure.

この構成により、柱と横架材に相当する第1平板部11の長板とで、従来の木造軸組構造と同様の構造を有することとなる。さらに、第2平板部12の長板が根太に相当するため、従来の軸組構造における横架材及び根太、すなわち在来の木造軸組構造の水平構面を、第1平板部11及び第2平板部12が積層された板材1に置き換えることができる。これにより、従来の軸組構造における横架材や軸組に敷き詰める床材が不要になることで、施工が容易となり、工期の短縮が可能となり、くわえて、床の遮音性能の向上、面内せん断剛性の向上も図ることができる。 With this configuration, the pillars and the long plates of the first flat plate portions 11 corresponding to the horizontal members have a structure similar to that of a conventional wooden frame structure. Furthermore, since the long plate of the second flat plate portion 12 corresponds to a joist, the horizontal structural members and joists in a conventional frame structure, that is, the horizontal structural surface of a conventional wooden frame structure, are It can be replaced with a plate material 1 in which two flat plate parts 12 are laminated. This eliminates the need for horizontal members in conventional framework structures and flooring materials placed on the framework, making construction easier and shortening the construction period.In addition, it improves the sound insulation performance of the floor and It is also possible to improve shear rigidity.

<変形例1>
図6は筋交いを取り付けた木造建物の構造を示す模式図である。図7は柱材と土台との接合部を示す説明図である。図6、図7に示すように、本実施形態の木造建物は、柱材2と土台3の接合部と、柱材2と板材1の接合部を対角線上に結ぶ筋交いが設けられていてもよい。また、柱材2と板材1の接合部同士を対角線上に結ぶ筋交いが設けられていてもよい。
<Modification 1>
FIG. 6 is a schematic diagram showing the structure of a wooden building equipped with braces. FIG. 7 is an explanatory diagram showing the joint between the pillar material and the base. As shown in FIGS. 6 and 7, the wooden building of this embodiment is provided with braces diagonally connecting the joints between the pillars 2 and the foundations 3 and the joints between the pillars 2 and the plates 1. good. Furthermore, braces may be provided to diagonally connect the joints of the pillar material 2 and the plate material 1.

具体的には、図7に示すように、柱材2と土台3の接合部から、図示しない隣の柱材2と板材1の下面の接合部に向けて筋交い7を取り付ける。また、筋交い7は、一例として柱材2に金物8によって固定されている。なお、金物8の形状は一例であり、別の構造の金物を用いてもよい。また、本実施形態は片筋交いを取り付けた一例であり、両筋交いを取り付けることも可能である。 Specifically, as shown in FIG. 7, braces 7 are installed from the joint between the pillar 2 and the base 3 to the joint between the adjacent pillar 2 and the lower surface of the plate 1 (not shown). Moreover, the brace 7 is fixed to the column material 2 by metal fittings 8, for example. Note that the shape of the hardware 8 is just an example, and a hardware with a different structure may be used. Further, this embodiment is an example in which a single brace is installed, and it is also possible to install a double brace.

このように、本実施形態の木造建物の構造は、従来の木造軸組構造と同様に筋交いを取り付けることが可能であり、各接合部同士を対角線上に結ぶ筋交いを設けることで、強度や耐震性を向上することが可能となる。 In this way, the structure of the wooden building of this embodiment can be fitted with braces in the same way as conventional wooden frame structures, and by providing braces connecting each joint diagonally, strength and earthquake resistance can be improved. This makes it possible to improve performance.

<変形例2>
また、図8は木造建物の構造の別の変形例を示す模式図である。上記実施形態との主な
相違点は、土台3を板材1にした点である。これにより、基礎4の上に土台3を組むこと及び別途床材を敷き詰める必要がなく、板材1と基礎4とを固定することで足り,さらに施工が容易となる。
<Modification 2>
Moreover, FIG. 8 is a schematic diagram showing another modification of the structure of a wooden building. The main difference from the above embodiment is that the base 3 is made of a plate 1. Thereby, there is no need to assemble the foundation 3 on the foundation 4 or to lay a separate flooring material, and it is sufficient to fix the board material 1 and the foundation 4, further facilitating the construction.

<変形例3>
図9は木造建物の構造の別の変形例を示す図であり、面材を取り付けた構造を示す模式図である。図9に示すように、本実施形態の木造建物は、2つの柱材2と土台3と板材1で囲われる面と、2つの柱材2と2つの板材1で囲われる面とに、面材9が設けられていてもよい。このように面材を設けることで、強度や耐震性を向上することが可能となる。
<Modification 3>
FIG. 9 is a diagram showing another modification of the structure of a wooden building, and is a schematic diagram showing a structure with a panel attached. As shown in FIG. 9, the wooden building of this embodiment has a surface surrounded by two pillars 2, a foundation 3, and a board 1, and a surface surrounded by two pillars 2 and two boards 1. A material 9 may be provided. By providing a face material in this way, it is possible to improve strength and earthquake resistance.

<変形例4>
図10は木造建物の構造の別の変形例を示す図であり、板材の穴に柱材を嵌合する木造建物の構造を示す板材と柱材との接合部を示す図である。図10に示すように、本実施形態の木造建物は、柱材2の端部を板材1の穴に嵌合する構造である。
<Modification 4>
FIG. 10 is a diagram showing another modified example of the structure of a wooden building, and is a diagram showing a joint between a board and a pillar, showing the structure of a wooden building in which a pillar is fitted into a hole in the board. As shown in FIG. 10, the wooden building of this embodiment has a structure in which the ends of the pillars 2 are fitted into holes in the board 1.

以上のとおり、図面を参照しながら本発明の好適な実施形態を説明したが、本発明の趣旨を逸脱しない範囲内で、種々の追加、変更または削除が可能である。 As mentioned above, the preferred embodiments of the present invention have been described with reference to the drawings, but various additions, changes, or deletions can be made without departing from the spirit of the present invention.

1 板材
11 第1平板部
12 第2平板部
13 穴
2 柱材
21 突部
22 突部
3 土台
31 穴
4 基礎
5 金物
6 金物
7 筋交い
8 金物
9 面材
10 木造建物
1 Plate 11 First flat plate part 12 Second flat plate part 13 Hole 2 Pillar 21 Projection 22 Projection 3 Foundation 31 Hole 4 Foundation 5 Hardware 6 Hardware 7 Bracing 8 Hardware 9 Panel material 10 Wooden building

Claims (12)

第1方向に延びる長板が並んで接着された第1平板部と、第1方向に直交する第2方向に延びる長板が並んで接着された第2平板部とが交互に積層された板材と、複数の柱材と、を備え、
前記複数の柱材の上方に前記板材が配され、該複数の柱材と該板材が接合され、
前記複数の柱材には、第1方向又は第2方向に沿って、離間して配された2本の柱材が含まれ、第1方向又は第2方向に沿って離間して配された2本の柱材に挟まれた板材の平板部が梁として機能し、
前記板材と一の柱材の接合部と、該板材と他の柱材の接合部とを対角線上に結ぶ、長板状の板材からなる筋交いや、鉄筋やアングルなど型鋼からなるブレースが含まれる線状材が設けられている、
木造建物の構造。
A plate material in which a first flat plate part in which long plates extending in a first direction are lined up and bonded together, and a second flat plate part in which long plates extending in a second direction perpendicular to the first direction are lined up and bonded are laminated alternately. and a plurality of pillar materials,
The plate material is arranged above the plurality of pillar materials, and the plurality of pillar materials and the plate material are joined,
The plurality of pillar materials include two pillar materials arranged apart from each other along the first direction or the second direction , and two pillar materials arranged apart from each other along the first direction or the second direction. The flat part of the board sandwiched between the two pillars functions as a beam,
Includes braces made of long plate-shaped plates that diagonally connect the joint between the plate and one pillar, and the joint between the plate and another pillar, and braces made of shaped steel such as reinforcing bars and angles. A wire material is provided,
Structure of a wooden building.
前記板材は、前記複数の柱材の端部がそれぞれ嵌合する複数の穴を有し、
前記複数の柱材の上方に前記板材が配され、該複数の柱材の端部が、該板材の穴にそれぞれ嵌合して取り付けられる、
請求項1に記載の木造建物の構造。
The plate material has a plurality of holes into which end portions of the plurality of pillar materials fit, respectively;
The plate material is arranged above the plurality of pillar materials, and the ends of the plurality of pillar materials are respectively fitted into holes of the plate material and attached.
The structure of a wooden building according to claim 1.
前記複数の柱材は、端部に前記板材と接合するための突部を有し、
前記複数の柱材の上方に前記板材が配され、該複数の柱材の前記突部が、該板材の前記穴にそれぞれ嵌合して取り付けられる、
請求項2に記載の木造建物の構造。
The plurality of pillar materials have a protrusion at an end for joining with the plate material,
The plate material is arranged above the plurality of pillar materials, and the protrusions of the plurality of pillar materials are respectively fitted and attached to the holes of the plate material.
The structure of a wooden building according to claim 2.
前記複数の柱材は、所定数の柱材が前記第1方向に沿って配され、該所定数の柱材からなる柱材列が、前記第1方向と平行に前記第2方向に沿って列状に配されている、
請求項1乃至3のいずれか1項に記載の木造建物の構造。
In the plurality of pillar materials, a predetermined number of pillar materials are arranged along the first direction, and a column row consisting of the predetermined number of pillar materials is arranged parallel to the first direction and along the second direction. arranged in rows,
The structure of a wooden building according to any one of claims 1 to 3.
前記板材と前記柱材とで構成される面に、板状の面材がさらに取り付けられている、
請求項1乃至4のいずれか1項に記載の木造建物の構造。
A plate-shaped face material is further attached to the surface constituted by the plate material and the pillar material,
The structure of a wooden building according to any one of claims 1 to 4.
前記柱材と前記板材の接合部にこれらを固定する金物が取り付けられている、
請求項1乃至請求項5のいずれか1項に記載の木造建物の構造。
A metal fitting for fixing the pillar material and the plate material is attached to the joint part of the pillar material and the plate material,
The structure of a wooden building according to any one of claims 1 to 5.
木造建物の下方に配される土台をさらに備え、
前記複数の柱材と前記土台が接合されている、
請求項1乃至6のいずれか1項に記載の木造建物の構造。
It also includes a foundation placed below the wooden building.
the plurality of pillar materials and the base are joined;
The structure of a wooden building according to any one of claims 1 to 6.
前記柱材と前記板材と前記土台とで構成される面に、板状の面材がさらに取り付けられている、
請求項7に記載の木造建物の構造。
A plate-shaped face material is further attached to the surface composed of the pillar material, the plate material, and the base;
The structure of a wooden building according to claim 7.
前記柱材と前記土台の接合部にこれらを固定する金物が取り付けられている、
請求項7又は8に記載の木造建物の構造。
A metal fitting for fixing the pillar material and the foundation is attached to the joint part of the pillar material and the foundation,
The structure of a wooden building according to claim 7 or 8.
前記土台に代えて木造建物の基礎の上に前記板材を配する、
又は、前記土台の上に前記板材を配する、
請求項7乃至請求項9のいずれか1項に記載の木造建物の構造。
placing the board on the foundation of a wooden building instead of the foundation;
Or, placing the board on the base,
The structure of a wooden building according to any one of claims 7 to 9.
前記離間して配された2本の柱材が第1方向に沿って配され、該2本の柱材に挟まれた前記板材の前記第1平板部が梁として機能する、
請求項1乃至請求項10のいずれか1項に記載の木造建物の構造。
The two pillars spaced apart are arranged along the first direction, and the first flat plate portion of the plate sandwiched between the two pillars functions as a beam.
The structure of a wooden building according to any one of claims 1 to 10.
前記離間して配された2本の柱材が第2方向に沿って配され、該2本の柱材に挟まれた前記板材の前記第2平板部が梁として機能する、
請求項1乃至請求項10のいずれか1項に記載の木造建物の構造。
The two spaced apart pillars are arranged along the second direction, and the second flat plate portion of the plate sandwiched between the two pillars functions as a beam.
The structure of a wooden building according to any one of claims 1 to 10.
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