JP6715480B2 - Building unit and method of manufacturing building unit - Google Patents

Building unit and method of manufacturing building unit Download PDF

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JP6715480B2
JP6715480B2 JP2016150400A JP2016150400A JP6715480B2 JP 6715480 B2 JP6715480 B2 JP 6715480B2 JP 2016150400 A JP2016150400 A JP 2016150400A JP 2016150400 A JP2016150400 A JP 2016150400A JP 6715480 B2 JP6715480 B2 JP 6715480B2
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building unit
building
wall
panel
outer panel
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JP2018017088A (en
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足立 喜世子
喜世子 足立
悠 三田
悠 三田
荒金 仙英
仙英 荒金
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Panasonic Intellectual Property Management Co Ltd
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本発明は、建物の一部を構成する建物ユニット及び建物ユニットの製造方法に関する。 The present invention relates to a building unit forming a part of a building and a method for manufacturing the building unit.

一般的に、住宅等の建物の施工の全ては、建物の建設場所で実施される。例えば、木造住宅の場合、建設場所において、コンクリート基礎の構築後、コンクリート基礎上に、住宅の骨組みを構成する柱、梁などの軸組、床、壁等の構築が行われ、その後に水廻り設備、電気設備等の住宅設備の設備工事が実施される。建設場所で設置される住宅設備は、施工精度にばらつきを生じることがあり、さらに、工期を延ばす要因となり得る。例えば、特許文献1には、浴室、トイレ、洗い場、キッチン等からなる設備ユニットを工場生産し、建設場所へ設置する技術が記載されている。設備ユニットは、分割して建設場所に運搬され、建設場所に設置され且つ互いに接合される。建設場所では、設備ユニットをコアとして、その他の玄関、居室等が在来工法によって現場施工される。 Generally, all construction of a building such as a house is carried out at the construction site of the building. For example, in the case of a wooden house, at the construction site, after constructing the concrete foundation, columns, beams, and other frameworks, floors, walls, etc. that make up the framework of the house are constructed on the concrete foundation, and then the water supply Construction work of housing equipment such as equipment and electric equipment is carried out. The housing equipment installed at the construction site may have variations in construction accuracy, which may further prolong the construction period. For example, Patent Document 1 describes a technique of factory-manufacturing an equipment unit including a bathroom, a toilet, a washroom, a kitchen, and the like, and installing the equipment unit at a construction site. The equipment units are split up and transported to the construction site, installed at the construction site and joined together. At the construction site, with the equipment unit as the core, other entrances, living rooms, etc. are constructed on-site by conventional construction methods.

特開平2−232445号公報JP-A-2-232445

住宅等の建物の一部を構成する設備ユニット等の建物ユニットは、建設場所に設置された後、その上部に屋根の施工を受ける、又は、建物が二階建て以上の構成を有する場合、別の建物ユニットの積み重ねを受けることがある。そして、建物ユニットの上部は、屋根の構成材又は積み重ねられた建物ユニットと連結される。 A building unit, such as an equipment unit that forms part of a building such as a house, is installed at the construction site and then subjected to a roof construction, or if the building has two or more stories, May receive stacking of building units. And the upper part of a building unit is connected with the structural material of a roof, or the stacked building unit.

そこで、本発明は、上部での別の要素との連結を円滑にする建物ユニット及び建物ユニットの製造方法を提供する。 Therefore, the present invention provides a building unit and a method for manufacturing the building unit that facilitates connection with another element in the upper portion.

上記目的を達成するため、本発明の一態様に係る建物ユニットは、建物の建設場所以外で予め組み立てられ、且つ前記建物の一部を構成する建物ユニットであって、下側横架材と、前記下側横架材から上方に延びる複数の柱と、前記複数の柱間に形成される壁であって、内側壁面を形成する内パネルと、外側壁面を形成する外パネルとを有する壁とを備え、少なくとも一部の前記外パネルは、前記少なくとも一部の外パネルの上部且つ前記内パネルの外側の前記壁の内部に、前記壁の外側に向かって開口し且つ前記柱の上部に配置される上側横架材に前記内パネルを固定する作業を可能にする上部空間を形成する。 In order to achieve the above object, a building unit according to an aspect of the present invention is a building unit that is preassembled at a place other than the building construction site and constitutes a part of the building, and a lower horizontal member, A wall having a plurality of columns extending upward from the lower horizontal member, a wall formed between the plurality of columns, the wall having an inner panel forming an inner wall surface and an outer panel forming an outer wall surface; At least a portion of the outer panel is located above the at least a portion of the outer panel and inside the wall outside the inner panel, the outer panel being open toward the outside of the wall and disposed at the top of the pillar. An upper space is formed on the upper horizontal member that enables the operation of fixing the inner panel.

本発明の一態様に係る建物ユニットの製造方法は、建物の建設場所以外で予め組み立てられ、且つ前記建物の一部を構成する建物ユニットの製造方法であって、前記建物の建設場所以外で、前記建物ユニットの壁の内壁部を組み立て、前記内壁部を前記建物ユニットの下側構造材に固定する工程と、前記建物の建設場所以外で、前記建物ユニットの壁の外壁部を部分的に組み立て、前記壁の上部に側方外側へ開口する上部空間を形成する工程と、前記建物の建設場所で、前記壁の上に上側構造材を配置する工程と、前記建物の建設場所で、前記上側構造材に前記内壁部を固定し、それにより前記壁を耐力壁として形成する工程と、前記建物の建設場所で、前記上部空間の開口を、外壁部で閉じる工程とを含む。 A method of manufacturing a building unit according to one aspect of the present invention is a method of manufacturing a building unit that is preassembled at a place other than the building construction site and that forms a part of the building, and is not at the building construction site. Assembling the inner wall portion of the wall of the building unit, fixing the inner wall portion to the lower structural material of the building unit, and partially assembling the outer wall portion of the wall of the building unit except at the construction site of the building A step of forming an upper space that opens laterally outward in an upper portion of the wall, a step of disposing an upper structural material on the wall at a construction site of the building, and a construction site of the building at the upper side. The method includes the steps of fixing the inner wall portion to a structural material, thereby forming the wall as a bearing wall, and closing the opening of the upper space with an outer wall portion at the construction site of the building.

本発明に係る建物ユニット等によれば、その上部での別の要素との連結を円滑にすることができる。 According to the building unit or the like according to the present invention, the connection with another element at the upper portion can be facilitated.

実施の形態に係る建物ユニットの外観を模式的に示す斜視図である。It is a perspective view which shows typically the external appearance of the building unit which concerns on embodiment. 図1の第一建物ユニットを水平方向に切断する断面を下方に向かう方向IIで見た断面図である。It is sectional drawing which looked at the cross section which cut|disconnects the 1st building unit of FIG. 1 in the horizontal direction in the direction II which goes below. 図2の第一建物ユニットの壁を構成する壁パネルの一例を示す斜視図である。It is a perspective view which shows an example of the wall panel which comprises the wall of the 1st building unit of FIG. 図4の壁パネルが土台に設置される状態を示す斜視図である。It is a perspective view which shows the state in which the wall panel of FIG. 4 is installed in a base. 図1の第二建物ユニットを水平方向に切断する断面を下方に向かう方向Vで見た断面図である。It is sectional drawing which looked at the cross section which cut|disconnects the 2nd building unit of FIG. 1 in the horizontal direction in the direction V which goes below. 工場での製造完了後の第一建物ユニットの外観を示す斜視図である。It is a perspective view which shows the external appearance of the 1st building unit after the completion of manufacture in a factory. 図2の第一建物ユニットの耐力壁のVII−VII線に沿った断面側面図である。FIG. 7 is a cross-sectional side view taken along line VII-VII of the load bearing wall of the first building unit of FIG. 2. 図2の第一建物ユニットの非耐力壁のVIII−VIII線に沿った断面側面図である。FIG. 8 is a cross-sectional side view taken along line VIII-VIII of the non-bearing wall of the first building unit of FIG. 2. 図6の第一建物ユニットに吊り部材が取り付けられた状態を示す斜視図である。It is a perspective view which shows the state by which the suspension member was attached to the 1st building unit of FIG. 図9の第一建物ユニットの長手方向の中央付近を通る鉛直断面を方向Xから見た断面側面図である。It is the cross-sectional side view which looked at the perpendicular cross section which passes the central vicinity of the longitudinal direction of the first building unit of FIG. 9 from the direction X. 図10の吊り部材の下部分を拡大して示す斜視図である。It is a perspective view which expands and shows the lower part of the suspension member of FIG. 図10の吊り部材の上部分を拡大して示す斜視図である。It is a perspective view which expands and shows the upper part of the suspension member of FIG. 図9の第一建物ユニットが吊り上げられる状態を示す斜視図である。It is a perspective view which shows the state in which the 1st building unit of FIG. 9 is lifted. 図9の第一建物ユニットが設置される基礎を示す斜視図である。It is a perspective view which shows the foundation by which the 1st building unit of FIG. 9 is installed. 図10の吊り部材が第二建物ユニットに取り付けられる場合の吊り部材の下部分を示す斜視図である。It is a perspective view which shows the lower part of a suspension member when the suspension member of FIG. 10 is attached to a 2nd building unit. 実施の形態に係る建物ユニットの耐力壁の変形例を図7と同様に示す断面側面図である。It is a cross-sectional side view which shows the modification of the load bearing wall of the building unit which concerns on embodiment similarly to FIG.

以下では、本発明の実施の形態に係る建物ユニットについて、図面を用いて詳細に説明する。なお、以下に説明する実施の形態は、いずれも本発明の好ましい一具体例を示すものである。したがって、以下の実施の形態で示される数値、形状、材料、構成要素、構成要素の配置及び接続形態、ステップ(工程)、ステップの順序などは、一例であり、本発明を限定する趣旨ではない。よって、以下の実施の形態における構成要素のうち、本発明の最上位概念を示す独立請求項に記載されていない構成要素については、任意の構成要素として説明される。 Hereinafter, a building unit according to an embodiment of the present invention will be described in detail with reference to the drawings. It should be noted that each of the embodiments described below shows a preferred specific example of the present invention. Therefore, the numerical values, shapes, materials, components, arrangements and connection forms of components, steps (processes), order of steps, and the like shown in the following embodiments are examples, and are not intended to limit the present invention. .. Therefore, among the constituent elements in the following embodiments, the constituent elements that are not described in the independent claims showing the highest concept of the present invention are described as arbitrary constituent elements.

また、各図は、模式図であり、必ずしも厳密に図示されたものではない。また、各図において、同じ構成部材については同じ符号を付している。また、以下の実施の形態において、略同じ又は略正方形などの「略」を伴った表現を用いる場合がある。例えば、略同じは、完全に同じであることを意味するだけでなく、実質的に同じである、すなわち、例えば数%程度の差異を含むことも意味する。他の「略」を用いた表現についても同様である。 In addition, each drawing is a schematic diagram and is not necessarily strictly illustrated. Further, in each drawing, the same reference numerals are given to the same constituent members. Further, in the following embodiments, expressions with “substantial” such as approximately the same or approximately square may be used. For example, substantially the same means not only being completely the same, but also being substantially the same, that is, including a difference of, for example, several%. The same applies to other expressions using "abbreviation".

[実施の形態]
[建物ユニット]
実施の形態に係る建物ユニット1の概要について、図1を用いて説明する。図1は、実施の形態に係る建物ユニット1の外観を模式的に示す斜視図である。建物ユニット1は、建物の一部を構成する。建物ユニット1を用いて建物を建設する際、建設場所に設置された建物ユニット1をコアとして、建物ユニット1の周囲に、玄関、居室等のその他の構造物が構築される。例えば、建物ユニット1を基に、建物の柱、梁、外壁、内壁、天井等が、構築される。このような建物ユニット1は、建物を建設する際のコアとなるコアユニットとも呼ばれる。本実施の形態では、建物ユニット1が適用される建物は、木造住宅であるが、一部のみが木造である非木造住宅でもよく、店舗、工場又は倉庫等の木造若しくは木造以外の非住宅でもよい。建物は、本実施の形態では、二階建てであるが、三階建て以上であってもよく、さらに、地階を有してもよく、地階を有する場合には一階建てであってもよい。
[Embodiment]
[Building unit]
The outline of the building unit 1 according to the embodiment will be described with reference to FIG. FIG. 1 is a perspective view schematically showing an appearance of a building unit 1 according to an embodiment. The building unit 1 constitutes a part of a building. When a building is built using the building unit 1, other structures such as a front door and a living room are built around the building unit 1 with the building unit 1 installed at a construction site as a core. For example, based on the building unit 1, columns, beams, outer walls, inner walls, ceilings, etc. of the building are constructed. Such a building unit 1 is also called a core unit that serves as a core when building a building. In the present embodiment, the building to which the building unit 1 is applied is a wooden house, but it may be a non-wooden house in which only a part is made of wood, or a wooden house such as a store, factory or warehouse, or a non-house other than a wooden house Good. Although the building has two floors in the present embodiment, it may have three or more floors, and may have a basement, and if it has a basement, it may have one floor.

本実施の形態に係る建物ユニット1は、住宅に必要な水廻り設備の多く及び電気設備等を集約して含むコアユニットである。水廻り設備の多くを建物ユニット1に集約することは、小型の住宅においても広い居住空間の確保を可能にする。 The building unit 1 according to the present embodiment is a core unit that collectively includes many of the water supply facilities necessary for a house, electric facilities, and the like. By consolidating most of the water supply facilities in the building unit 1, it is possible to secure a wide living space even in a small house.

本実施の形態では、建物ユニット1は、略直方体状の外形を有する。建物ユニット1の少なくとも1つの側面が建物の外壁を構成してもよい。建物では、1つ以上の建物ユニット1が、互いに上下に積み上げられて配置される。複数の建物ユニット1は、例えば二階建て以上の住宅の一部を構成する。この場合、複数の建物ユニット1は、互いに上下に積み上げられて連結され、複数階の各々を構成し得る。本実施の形態では、複数の建物ユニット1は、二階建て住宅の一部を構成する第一建物ユニット10及び第二建物ユニット20である。第一建物ユニット10及び第二建物ユニット20の各々は、木造軸組工法によって形成されている。具体的には、第一建物ユニット10及び第二建物ユニット20の各々は、複数の柱、梁などの横架材、面材等によって形成される枠組みを備える。 In the present embodiment, the building unit 1 has a substantially rectangular parallelepiped outer shape. At least one side surface of the building unit 1 may form the outer wall of the building. In a building, one or more building units 1 are arranged one on top of the other. The plurality of building units 1 constitutes, for example, a part of a house having two or more stories. In this case, the plurality of building units 1 may be stacked on each other and connected to each other to form a plurality of floors. In this Embodiment, the some building unit 1 is the 1st building unit 10 and the 2nd building unit 20 which comprise a part of two-story house. Each of the first building unit 10 and the second building unit 20 is formed by a wooden frame construction method. Specifically, each of the first building unit 10 and the second building unit 20 includes a frame formed by a plurality of pillars, horizontal members such as beams, face members, and the like.

第一建物ユニット10及び第二建物ユニット20はそれぞれ、複数階のうちの1つの階を構成し、第二建物ユニット20は、第一建物ユニット10の直上階を構成する。本実施の形態では、第一建物ユニット10は、建物の一階を構成し、第二建物ユニット20は、建物の二階を構成する。第一建物ユニット10は、基礎40上に配置され、基礎40に固定される。例えば、基礎40は、建物の基礎と一体化され、建物の基礎と共に施工される。基礎40は、例えば、鉄筋コンクリート製の布基礎又はべた基礎であってよく、基礎40に埋め込まれ且つ基礎40の上面から上方に向かって突出するアンカーボルト(図示せず)を有している。アンカーボルトは、第一建物ユニット10の柱部分の底部に設けられた柱脚金具に締結され、それにより、第一建物ユニット10を基礎40に固定する。 Each of the first building unit 10 and the second building unit 20 constitutes one of a plurality of floors, and the second building unit 20 constitutes a floor immediately above the first building unit 10. In the present embodiment, the first building unit 10 constitutes the first floor of the building, and the second building unit 20 constitutes the second floor of the building. The first building unit 10 is arranged on the foundation 40 and fixed to the foundation 40. For example, the foundation 40 is integrated with the foundation of the building and is constructed with the foundation of the building. The foundation 40 may be, for example, a reinforced concrete cloth foundation or a solid foundation, and has anchor bolts (not shown) embedded in the foundation 40 and projecting upward from the upper surface of the foundation 40. The anchor bolt is fastened to a column base metal fitting provided at the bottom of the column portion of the first building unit 10, thereby fixing the first building unit 10 to the foundation 40.

複数の建物ユニット1は、工場等の建物の建設場所以外の場所で予め組み立てられる。つまり、第一建物ユニット10及び第二建物ユニット20は、工場等で各種設備が予め組み込まれた工業化ユニットである。建物ユニット1の工場生産化は、高品質且つ高機能な建物ユニット1の製造を可能にし、さらに、建設場所での工期の短縮を可能にする。
工場で組み立てられた、つまり工場生産された第一建物ユニット10及び第二建物ユニット20はそれぞれ、トラックなどの運搬車両によって建設場所に運搬される。運搬された第一建物ユニット10及び第二建物ユニット20は、建設場所で積み重ねて設置され、互いに連結及び固定される。
The plurality of building units 1 are preassembled at a place other than the building construction site such as a factory. That is, the first building unit 10 and the second building unit 20 are industrialized units in which various equipments are incorporated in advance in a factory or the like. The factory production of the building unit 1 makes it possible to manufacture the building unit 1 with high quality and high functionality, and further, shorten the construction period at the construction site.
Each of the first building unit 10 and the second building unit 20 assembled in the factory, that is, manufactured in the factory, is transported to a construction site by a transportation vehicle such as a truck. The transported first building unit 10 and second building unit 20 are stacked and installed at a construction site, and are connected and fixed to each other.

上述のような第一建物ユニット10及び第二建物ユニット20はいずれも、略直方体状の外形と同等の大きさとを有している。第一建物ユニット10及び第二建物ユニット20の各々は、例えば、トラック等の運搬車両の荷台に載せたときに道路交通法の高さ制限を超えないような高さに設計され得る。第一建物ユニット10及び第二建物ユニット20の各々のサイズは、一例として、平面サイズが約3745mm×1925mmであり、高さが約2700mmである。 Both the first building unit 10 and the second building unit 20 as described above have substantially the same rectangular parallelepiped outer shape and size. Each of the first building unit 10 and the second building unit 20 may be designed to have a height that does not exceed the height limit of the Road Traffic Act when placed on the bed of a transportation vehicle such as a truck. The size of each of the first building unit 10 and the second building unit 20 is, for example, a plane size of about 3745 mm×1925 mm and a height of about 2700 mm.

[第一建物ユニット及び第二建物ユニットの構成]
第一建物ユニット10及び第二建物ユニット20の具体的な構成を説明する。図1を参照すると、建物の一階を構成する第一建物ユニット10と建物の二階を構成する第二建物ユニット20とはそれぞれ、例えば、木造軸組工法による軸組構造体としての建築構造体を備える。建築構造体は、梁、土台などの横架材及び柱等の建材からなる軸組と、大引き等の建材からなる床組とを備える。横架材は、第一建物ユニット10の土台等を構成し、第二建物ユニット20の梁等を構成する。建築構造体は、工場等の建設場所以外の場所で予め組み立てられる。
[Composition of the first building unit and the second building unit]
Specific configurations of the first building unit 10 and the second building unit 20 will be described. Referring to FIG. 1, a first building unit 10 that constitutes the first floor of a building and a second building unit 20 that constitutes the second floor of the building are each, for example, a building structure as a framework structure by a wooden framework construction method. Equipped with. The building structure includes a frame assembly made of building materials such as horizontal materials such as beams and foundations and pillars, and a floor assembly made of building materials such as hauling. The horizontal member constitutes a base or the like of the first building unit 10 and a beam or the like of the second building unit 20. The building structure is preassembled at a place other than the construction site such as a factory.

図1及び図2を参照すると、第一建物ユニット10の建築構造体は、矩形枠状の土台11、土台11上に建てられる複数の柱12、柱12間にわたって架け渡される内側面材13及び外側面材14、柱12間に配置される複数の間柱15、土台11に架け渡される図示しない複数の大引き、大引き上に敷設される図示しない床面材、並びに、柱12の上部に設置される図示しない天井パネル等によって形成される。なお、図2は、図1の第一建物ユニット10を水平方向に切断する断面を下方に向かう方向IIで見た断面図であり、第一建物ユニット10の内部の模式的な平面図を示す図でもある。柱12及び間柱15は、上下方向に延在し、土台11及び大引きは、略水平方向に延在する。 Referring to FIGS. 1 and 2, the building structure of the first building unit 10 includes a base 11 having a rectangular frame shape, a plurality of pillars 12 built on the base 11, inner surface members 13 spanning between the pillars 12, and On the outer side surface material 14, a plurality of studs 15 disposed between the pillars 12, a plurality of unillustrated large pulls laid on the base 11, a not-shown floor surface material laid on the large draw, and an upper portion of the pillar 12. It is formed by a ceiling panel or the like (not shown) that is installed. 2 is a cross-sectional view of the first building unit 10 of FIG. 1 cut in the horizontal direction as seen in the downward direction II, and shows a schematic plan view of the inside of the first building unit 10. It is also a figure. The pillars 12 and the studs 15 extend in the vertical direction, and the base 11 and the large pulls extend in a substantially horizontal direction.

柱12の底部には、柱12と土台11と大引きとを互いに連結する柱脚金具が取り付けられる。なお、本実施の形態では、第一建物ユニット10は、天井側の梁、具体的には、胴差し及び二階床梁を備えない。そして、第一建物ユニット10の上に第二建物ユニット20を設置したときには、第一建物ユニット10の複数の柱12の上部には、第二建物ユニット20の床側に配置された胴差し及び二階床梁を構成する床側横架材21aが、第一建物ユニット10の天井側の梁等を兼ねて、接続される。本実施の形態では、土台11、柱12、内側面材13、外側面材14、間柱15及び図示しない大引き等の建材は、木材である。さらに、内側面材13及び外側面材14は、合板等の板材で構成される。 On the bottom of the column 12, a column base fitting for connecting the column 12, the base 11 and the large pull to each other is attached. In addition, in this Embodiment, the 1st building unit 10 is not equipped with the beam by the side of a ceiling, specifically, the girder and the second floor beam. Then, when the second building unit 20 is installed on the first building unit 10, on the upper part of the plurality of pillars 12 of the first building unit 10, the girders arranged on the floor side of the second building unit 20 and The floor-side horizontal member 21a that constitutes the second-floor floor beam is connected also as a beam or the like on the ceiling side of the first building unit 10. In the present embodiment, the building material such as the base 11, the pillars 12, the inner side surface material 13, the outer side surface material 14, the studs 15, and the unillustrated large pulling is wood. Further, the inner side surface material 13 and the outer side surface material 14 are made of plate materials such as plywood.

柱12、内側面材13、外側面材14及び間柱15は、第一建物ユニット10の壁17を形成する。内側面材13及び外側面材14は、壁17の内側壁面及び外側壁面を形成する。壁17の内側に配置される内側面材13上には、石膏ボード等の図示しない壁材が、設置され得る。さらに、壁材上に、壁紙が貼り付けられ得る。外側面材14は、壁17の外側に配置される。柱12、内側面材13、外側面材14及び間柱15は、土台11に個別に組み付けられてもよく、土台11への組み付けの前に図3に示すような壁パネル19として組み立てられてもよい。そして、壁パネル19が、土台11上に建て込まれることによって、壁17を形成してもよい。図3は、図2の第一建物ユニット10の壁17を構成する壁パネルの一例を示す斜視図である。 The columns 12, the inner side members 13, the outer side members 14, and the studs 15 form the wall 17 of the first building unit 10. The inner side member 13 and the outer side member 14 form an inner wall surface and an outer wall surface of the wall 17. A wall material (not shown) such as a gypsum board may be installed on the inner surface material 13 arranged inside the wall 17. Further, wallpaper may be applied on the wall material. The outer side surface member 14 is arranged outside the wall 17. The columns 12, the inner side members 13, the outer side members 14, and the studs 15 may be individually assembled to the base 11, or may be assembled as a wall panel 19 as shown in FIG. 3 before being assembled to the base 11. Good. Then, the wall panel 19 may be built on the base 11 to form the wall 17. FIG. 3 is a perspective view showing an example of a wall panel forming the wall 17 of the first building unit 10 of FIG.

図3に示すように、壁パネル19は、略平行に配置された複数の柱12と、柱12間で柱12に略平行に配置された複数の間柱15と、複数の柱12の上部及び複数の間柱15の上部を繋ぐ上部枠材16aと、複数の柱12の下部及び複数の間柱15の下部を繋ぐ下部枠材16bと、内側面材13と、壁材18とを含む。内側面材13は、互いに組み付けられた柱12、間柱15、上部枠材16a及び下部枠材16bが形成する壁パネル19の骨組みによって形成される2つの壁面の一方に、配置される。壁材18は、石膏ボード等であり、内側面材13の表面に張り付けられる。壁パネル19の骨組みによって形成される2つの壁面の他方は、壁パネル19の土台11への設置後、外側面材14によって覆われる。また、柱12の下端面には、軸方向に延在する係合孔12aが、形成される。 As shown in FIG. 3, the wall panel 19 includes a plurality of pillars 12 arranged substantially parallel to each other, a plurality of studs 15 arranged substantially parallel to the pillar 12 between the pillars 12, an upper portion of the plurality of pillars 12, and It includes an upper frame member 16a connecting the upper parts of the plurality of studs 15, a lower frame member 16b connecting the lower parts of the plurality of pillars 12 and the lower parts of the plurality of studs 15, an inner side surface member 13, and a wall member 18. The inner side surface member 13 is arranged on one of the two wall surfaces formed by the skeleton of the wall panel 19 formed by the pillar 12, the stud 15, the upper frame member 16a, and the lower frame member 16b assembled together. The wall material 18 is a gypsum board or the like, and is attached to the surface of the inner side surface material 13. The other of the two wall surfaces formed by the skeleton of the wall panel 19 is covered with the outer surface member 14 after the wall panel 19 is installed on the base 11. Further, an engaging hole 12a extending in the axial direction is formed in the lower end surface of the column 12.

図4に示すように、壁17の柱12単体及び壁パネル19のいずれであっても、これらは、柱12の下端面の係合孔12aそれぞれに、土台11の上面から突出する複数の棒状の連結金具11aを挿入させつつ、土台11上に建て込まれる。図4は、図3の壁パネル19が土台11に設置される状態を示す斜視図である。連結金具11a及び係合孔12aの係合により、柱12及び壁パネル19は、土台11に対して位置決めされると共に固定される。よって、壁17の構築が簡易且つ迅速になる。なお、連結金具11aは、土台11に単独で設けられてもよく、土台11に配置される柱脚金具11bの一部として設けられてもよい。 As shown in FIG. 4, regardless of whether the pillar 12 of the wall 17 is a single body or the wall panel 19, these are a plurality of rod-shaped members that project from the upper surface of the base 11 into the engagement holes 12 a of the lower end surface of the pillar 12, respectively. It is built on the base 11 while inserting the connecting metal fitting 11a. FIG. 4 is a perspective view showing a state in which the wall panel 19 of FIG. 3 is installed on the base 11. The pillar 12 and the wall panel 19 are positioned and fixed to the base 11 by the engagement of the coupling fitting 11a and the engagement hole 12a. Therefore, the construction of the wall 17 is simple and quick. The connecting metal fitting 11a may be provided on the base 11 alone or as a part of the column base metal fitting 11b arranged on the base 11.

また、壁17には、耐力壁17aと非耐力壁17bとが含まれる。耐力壁17aは、地震、風等による水平荷重に抵抗する能力を有する壁である。耐力壁17aは、建物に構造的に固定され、例えば、建物の構造材に固定される。耐力壁17aは、建物の構造的な役割を担う要素である。非耐力壁17bは、建物の構造的な役割を担わない要素である。非耐力壁17bは、建物に構造的に固定されていない。本実施の形態では、第一建物ユニット10の土台11及び柱12、並びに、第二建物ユニット20の床側横架材21a、柱22及び後述する天井側横架材21bが、耐力壁17aが固定される建物の構造材である。例えば、少なくとも1つの耐力壁17aが、第一建物ユニット10の長手方向に沿って延在し且つ互いに対向する長手側部10a及び10cのそれぞれに配置され、少なくとも1つの耐力壁17aが、第一建物ユニット10の短手方向に沿って延在し且つ互いに対向する短手側部10b及び10dのそれぞれに配置される。非耐力壁17bは、耐力壁17aの間に位置する。 The wall 17 includes a bearing wall 17a and a non-bearing wall 17b. The load bearing wall 17a is a wall having the ability to resist a horizontal load due to an earthquake, wind, or the like. The load bearing wall 17a is structurally fixed to the building, for example, a structural material of the building. The load bearing wall 17a is an element that plays a structural role in a building. The non-bearing wall 17b is an element that does not play a structural role of the building. The non-bearing wall 17b is not structurally fixed to the building. In the present embodiment, the base 11 and the pillars 12 of the first building unit 10, the floor-side horizontal members 21a, the pillars 22 and the ceiling-side horizontal members 21b of the second building unit 20, and the load bearing walls 17a are A structural material for a fixed building. For example, at least one load bearing wall 17a is arranged on each of the longitudinal side portions 10a and 10c extending along the longitudinal direction of the first building unit 10 and facing each other, and at least one load bearing wall 17a is The short side portions 10b and 10d that extend along the short side direction of the building unit 10 and face each other are arranged. The non-bearing wall 17b is located between the bearing walls 17a.

図1及び図5を参照すると、第二建物ユニット20の建築構造体は、床側横架材21a、複数の柱22、柱22間にわたって架け渡される内側面材23及び外側面材24、柱22間に配置される複数の間柱25、柱22の上部に配置される天井側横架材21b、床側横架材21a上に設置される図示しない床材、柱22の上部に設置される図示しない天井パネル等によって形成される。床材は、第一建物ユニット10と同様に、床面材等から構成されてもよい。なお、図5は、図1の第二建物ユニット20を水平方向に切断する断面を下方に向かう方向Vで見た断面図であり、第二建物ユニット20の内部の模式的な平面図を示す図でもある。柱22及び間柱25は、上下方向に延在し、床側横架材21a及び天井側横架材21bは、略水平方向に延在する。床側横架材21aは、胴差し及び二階床梁等によって構成され、天井側横架材21bは、二階天井梁等によって構成される。 Referring to FIG. 1 and FIG. 5, the building structure of the second building unit 20 includes a floor-side lateral member 21 a, a plurality of columns 22, and an inner side member 23 and an outer side member 24 that are bridged across the columns 22. A plurality of studs 25 arranged between the columns 22, a ceiling-side horizontal member 21b arranged on the upper part of the column 22, a floor member (not shown) installed on the floor-side horizontal member 21a, and an upper part of the column 22. It is formed by a ceiling panel or the like (not shown). The floor material may be composed of a floor surface material or the like as in the first building unit 10. Note that FIG. 5 is a cross-sectional view of the second building unit 20 of FIG. 1 cut in the horizontal direction as seen in the downward direction V, and shows a schematic plan view of the inside of the second building unit 20. It is also a figure. The pillars 22 and the studs 25 extend in the vertical direction, and the floor-side horizontal member 21a and the ceiling-side horizontal member 21b extend in a substantially horizontal direction. The floor-side horizontal member 21a is configured by a girder and a second-floor floor beam, and the ceiling-side horizontal member 21b is configured by a second-floor ceiling beam.

床側横架材21aは、複数の柱22の下部を互いに繋ぎ、天井側横架材21bは、複数の柱22の上部を互いに繋ぐ。本実施の形態では、柱22は、床側横架材21aの上に配置され、天井側横架材21bは、柱22の上端に配置される。なお、床側横架材21a及び天井側横架材21bは、柱22の側部に配置されてもよい。
本実施の形態では、床側横架材21a、柱22、内側面材23、外側面材24、間柱25及び天井側横架材21b等の建材は、木材である。さらに、内側面材23及び外側面材24は、合板等の板材で構成される。
The floor-side horizontal member 21a connects the lower portions of the plurality of columns 22 to each other, and the ceiling-side horizontal member 21b connects the upper portions of the plurality of columns 22 to each other. In the present embodiment, the pillar 22 is arranged on the floor-side horizontal member 21a, and the ceiling-side horizontal member 21b is arranged on the upper end of the pillar 22. The floor-side horizontal members 21a and the ceiling-side horizontal members 21b may be arranged on the side portions of the columns 22.
In the present embodiment, the building materials such as the floor-side horizontal members 21a, the pillars 22, the inner side members 23, the outer side members 24, the studs 25, and the ceiling-side horizontal members 21b are wood. Further, the inner side surface material 23 and the outer side surface material 24 are configured by plate materials such as plywood.

柱22、内側面材23、外側面材24及び間柱25は、第二建物ユニット20の壁27を形成する。内側面材23及び外側面材24は、壁27の内側壁面及び外側壁面を形成する。壁27の内側の内側面材23上には、石膏ボード等の図示しない壁材が、設置され、さらに、壁材上に、壁紙が貼り付けられ得る。外側面材24は、壁27の外側に配置される。壁27には、耐力壁27aと非耐力壁27bとが含まれる。本実施の形態では、第二建物ユニット20の床側横架材21a、天井側横架材21b及び柱22が、耐力壁17aが固定される建物の構造材である。 The pillar 22, the inner surface member 23, the outer surface member 24, and the stud 25 form the wall 27 of the second building unit 20. The inner side surface member 23 and the outer side surface member 24 form an inner wall surface and an outer wall surface of the wall 27. A wall material (not shown) such as a gypsum board is installed on the inner side surface material 23 inside the wall 27, and a wallpaper may be attached on the wall material. The outer side surface member 24 is arranged outside the wall 27. The wall 27 includes a bearing wall 27a and a non-bearing wall 27b. In the present embodiment, the floor-side horizontal member 21a, the ceiling-side horizontal member 21b and the pillar 22 of the second building unit 20 are structural members of the building to which the load bearing wall 17a is fixed.

柱22、内側面材23、外側面材24及び間柱25は、床側横架材21aに個別に組み付けられてもよく、床側横架材21aへの組み付けの前に、第一建物ユニット10の壁パネル19と同様の壁パネルとして組み立てられ、床側横架材21a上に建て込まれてもよい。壁27の柱22単体及び壁パネルのいずれであっても、これらは、柱22の下端面に形成された係合孔それぞれに、床側横架材21aの上面から突出する複数の連結金具を挿入させつつ、床側横架材21a上に建て込まれる。 The pillars 22, the inner side members 23, the outer side members 24, and the studs 25 may be individually assembled to the floor-side horizontal member 21a, and before the assembly to the floor-side horizontal member 21a, the first building unit 10 The wall panel 19 may be assembled as a wall panel similar to the wall panel 19 of FIG. Whether the pillar 22 of the wall 27 is a single body or a wall panel, these have a plurality of connecting fittings protruding from the upper surface of the floor-side horizontal member 21a in the respective engaging holes formed in the lower end surface of the pillar 22. While being inserted, it is built on the floor-side horizontal member 21a.

[設備]
図1、図2及び図5を参照すると、本実施の形態では、建物ユニット1は、設備を備える。設備は、具体的には、住宅設備であり、例えば、水廻り設備、電気設備、空調換気設備、内装等を含んでいる。各設備は、建物に配置される複数の建物ユニット1の少なくとも1つに、建設場所以外で予め設置されている。
水廻り設備は、例えば、バス(浴室)、トイレ、洗面台及びキッチンの少なくとも1つを含む。水廻り設備は、さらに、給湯器(給湯システム)を含んでもよく、天井裏、床下又は壁内に形成されたパイプスペースに設置される排水管、給水管及び給湯管などの配管等を含んでもよい。
[Facility]
With reference to FIGS. 1, 2 and 5, in the present embodiment, the building unit 1 includes equipment. The facility is specifically a residential facility, and includes, for example, a water supply facility, an electrical facility, an air conditioning ventilation facility, an interior, and the like. Each facility is installed in advance in at least one of the plurality of building units 1 arranged in the building other than the construction site.
The water supply facility includes, for example, at least one of a bath (bathroom), a toilet, a wash basin, and a kitchen. The water supply facility may further include a water heater (hot water supply system), and may include pipes such as a drainage pipe, a water supply pipe and a hot water supply pipe installed in a pipe space formed under the ceiling, under the floor or in the wall. Good.

本実施の形態では、第一建物ユニット10の内部に、トイレ31と洗面台32とが設置されている。さらに、第一建物ユニット10の内部には、設備機器の配置が可能なスペース33が設けられている。スペース33には電源コンセントが配置されており、スペース33は、例えば、食品を貯蔵する冷蔵庫等が設置されるパントリとして利用可能である。第二建物ユニット20の内部に、トイレ31と洗面台32とユニットバス34とが設置されている。また、図示しないが、各種配管が、第一建物ユニット10と第二建物ユニット20との間のスペースなどに配置されている。 In the present embodiment, a toilet 31 and a washbasin 32 are installed inside the first building unit 10. Further, inside the first building unit 10, a space 33 in which facility equipment can be arranged is provided. A power outlet is arranged in the space 33, and the space 33 can be used as, for example, a pantry in which a refrigerator or the like for storing food is installed. A toilet 31, a washbasin 32, and a unit bath 34 are installed inside the second building unit 20. Although not shown, various pipes are arranged in the space between the first building unit 10 and the second building unit 20, or the like.

電気設備は、例えば、分電盤、インターホン、情報盤、各種設備機器を操作するための操作盤、創蓄連携機器(創蓄連携システム)、及び照明等の設備機器を含んでもよい。電気設備は、さらに、スイッチ、コンセント、並びに情報配線及び電気配線等の配線設備を含んでもよい。分電盤、インターホン、情報盤、操作盤、創蓄連携機器、スイッチ、コンセント等は、屋内に配置され得る。各種配線は、天井裏、床下又は壁内に配置され得る。
空調換気設備は、例えば、室内に設置されるエアコンなどの空調室内機、天井裏などに設置される熱交換器、換気扇等を含み得る。空調換気設備は、さらに、パイプスペースに設置されるダクトなどの各種配管を含んでもよい。
内装は、建物ユニット1内の床、壁、天井などに施された仕上げ材、建具、収納具等を含み得る。
The electrical equipment may include, for example, a distribution board, an intercom, an information board, an operation panel for operating various equipments, a creation-saving cooperation device (creation-saving cooperation system), and equipments such as lighting. The electrical equipment may further include switches, outlets, and wiring equipment such as information wiring and electrical wiring. The distribution board, the intercom, the information board, the operation panel, the storage and cooperation device, the switch, the outlet, etc. may be arranged indoors. The various wirings may be placed above the ceiling, below the floor, or within a wall.
The air-conditioning ventilation equipment may include, for example, an air-conditioning indoor unit such as an air conditioner installed indoors, a heat exchanger installed in the ceiling or the like, a ventilation fan, and the like. The air conditioning and ventilation equipment may further include various pipes such as ducts installed in the pipe space.
The interior may include a finishing material applied to the floor, walls, ceiling, etc. in the building unit 1, fittings, storage equipment, and the like.

なお、上述の各設備の数量及び配置等は、一例に過ぎず、特に限定されない。例えば、本実施の形態では、第一建物ユニット10と第二建物ユニット20との両方が水廻り設備を備える構成が例示されているが、第一建物ユニット10及び第二建物ユニット20の一方のみが水廻り設備を備えてもよい。 In addition, the number and arrangement of each of the above-described facilities are merely examples, and are not particularly limited. For example, the present embodiment exemplifies a configuration in which both the first building unit 10 and the second building unit 20 are provided with a water supply facility, but only one of the first building unit 10 and the second building unit 20 is provided. May be equipped with water supply facilities.

[耐力壁]
次に、実施の形態に係る建物ユニット1の耐力壁の構成を説明する。図2及び図5を参照すると、第一建物ユニット10及び第二建物ユニット20において、耐力壁17a及び27aは、壁17及び27に部分的に配置される。各耐力壁17a及び27aは、隣り合う2つの柱12間の壁を形成する。耐力壁17a及び27aの位置は、建物並びに第一建物ユニット10及び第二建物ユニット20の構造計算によって決められる。
[Bearing wall]
Next, the structure of the load bearing wall of the building unit 1 according to the embodiment will be described. Referring to FIGS. 2 and 5, in the first building unit 10 and the second building unit 20, the bearing walls 17 a and 27 a are partially arranged on the walls 17 and 27. Each load bearing wall 17a and 27a forms a wall between two adjacent columns 12. The positions of the load bearing walls 17a and 27a are determined by structural calculation of the building and the first building unit 10 and the second building unit 20.

図6及び図7を参照して、第一建物ユニット10の耐力壁17aの構成を説明する。図6は、工場での製造完了後の第一建物ユニット10の外観を示す斜視図である。図7は、図2の第一建物ユニット10の耐力壁17aのVII−VII線に沿った断面側面図である。耐力壁17aは、非耐力壁17bと同様の部材で形成されている。耐力壁17aは、例えば、図3の壁パネル19に対して内側面材13と反対側の壁面を外側面材14で覆った構成を有しており、土台11に設置される。 With reference to Drawing 6 and Drawing 7, composition of bearing wall 17a of the 1st building unit 10 is explained. FIG. 6 is a perspective view showing the external appearance of the first building unit 10 after completion of manufacturing in the factory. FIG. 7 is a sectional side view of the load bearing wall 17a of the first building unit 10 of FIG. 2 taken along the line VII-VII. The bearing wall 17a is formed of the same member as the non-bearing wall 17b. The load bearing wall 17 a has, for example, a structure in which the wall surface on the side opposite to the inner side surface member 13 of the wall panel 19 of FIG. 3 is covered with the outer side surface member 14, and is installed on the base 11.

本実施の形態では、耐力壁17aは、壁パネル19を用いて形成される。具体的には、壁パネル19が、柱12の係合孔12aに土台11の連結金具11aを挿入しつつ、土台11上に建てられる。さらに、連結金具11aが柱12と接合され柱12に固定される。また、耐力壁17aに該当する部分では、壁パネル19の下部枠材16bが、釘80を用いて土台11に留め付け固定される。これにより、釘80を用いて下部枠材16bに留め付け固定されている内側面材13及び間柱15が、下部枠材16bを介して土台11に固定される。また、内側面材13及び下部枠材16bは、柱12にも、釘を用いて留め付け固定されている。なお、図7に示すように、壁パネル19と土台11との間に、床面材101が介在する場合、床面材101は部分的に介在する。なお、床面材101は、合板等の板材で構成され、床面材101上には化粧用等の床材102が敷設されてもよい。そして、壁パネル19と土台11との間隙内の床面材101の縁よりも外側には、この間隙を埋める間詰材103が挿入される。間詰材103は、木材である。釘80は、下部枠材16b及び間詰材103を通って及び土台11に打ち込まれ、下部枠材16b及び間詰材103を土台11に固定するが、床面材101を土台11に固定しない。これにより、床面材101は、壁パネル19と固定されず、相対的に移動可能である。 In the present embodiment, the bearing wall 17a is formed using the wall panel 19. Specifically, the wall panel 19 is built on the base 11 while inserting the coupling fitting 11 a of the base 11 into the engagement hole 12 a of the pillar 12. Further, the connecting fitting 11 a is joined to the pillar 12 and fixed to the pillar 12. Further, in the portion corresponding to the load bearing wall 17 a, the lower frame member 16 b of the wall panel 19 is fastened and fixed to the base 11 using the nail 80. As a result, the inner side surface member 13 and the studs 15, which are fastened and fixed to the lower frame member 16b using the nails 80, are fixed to the base 11 via the lower frame member 16b. Further, the inner side surface member 13 and the lower frame member 16b are also fastened and fixed to the pillar 12 by using nails. In addition, as shown in FIG. 7, when the floor surface material 101 is interposed between the wall panel 19 and the base 11, the floor surface material 101 is partially interposed. The floor surface material 101 may be made of a plate material such as plywood, and the floor material 102 for makeup may be laid on the floor surface material 101. Then, in the gap between the wall panel 19 and the base 11, outside the edge of the floor covering 101, a filler 103 is inserted to fill this gap. The filling material 103 is wood. The nail 80 is driven through the lower frame member 16b and the filling material 103 and on the base 11, fixing the lower frame material 16b and the filling material 103 to the base 11, but not fixing the floor material 101 to the base 11. .. As a result, the floor covering 101 is not fixed to the wall panel 19 and is relatively movable.

その後、壁パネル19の外側から、壁パネル19に外側面材14が張り付けられる。この際、外側面材14の内側に、断熱パネル18aが配設されてもよい。耐力壁17aに該当する部分では、外側面材14は、高さ方向で、土台11の中央付近から壁パネル19の上部枠材16aの下方つまり柱12の上端よりも下方の位置にまでにわたって、設置される。上部枠材16aと外側面材14の上端との間には、人の手での上部枠材16aの釘打ちを可能にする間隙Gがあけられている。間隙Gは、壁17内で柱12の上部に形成され、壁パネル19つまり内側面材13の外側に向かって開口している。外側面材14は、土台11、柱12、間柱15及び下部枠材16bに、釘80を用いて留め付け固定される。これにより、外側面材14は、下部枠材16b等を介して土台11に固定される。工場等の建設場所以外での第一建物ユニット10の耐力壁17aの構築は、耐力壁17aの外側上部に間隙Gが形成されている状態で完了する。耐力壁17aの内側の内側面材13上に壁材18が張り付けられてもよい。後述するように上部枠材16aの上に載置される床側横架材21aにも、壁材18が、内側面材13上の壁材18に連続するように張り付けられてもよい。これにより、2つの壁材18は、火災時に、上部枠材16aと床側横架材21aとの間の隙間を介した延焼を抑える。また、壁17の内側の上部に、天井パネル104が設置されてもよい。
なお、耐力壁17aは、上述の各構成部材を用いて土台11上に直接組み立てられてもよい。
Then, the outer surface member 14 is attached to the wall panel 19 from the outside of the wall panel 19. At this time, the heat insulating panel 18a may be disposed inside the outer side member 14. In the portion corresponding to the load bearing wall 17a, the outer surface member 14 extends in the height direction from the vicinity of the center of the base 11 to a position below the upper frame member 16a of the wall panel 19, that is, below the upper end of the column 12, Is installed. A gap G is provided between the upper frame member 16a and the upper end of the outer side member 14 to allow nailing of the upper frame member 16a by a human hand. The gap G is formed in the wall 17 at the upper portion of the column 12 and opens toward the outside of the wall panel 19, that is, the inner side surface member 13. The outer side surface member 14 is fastened and fixed to the base 11, the pillar 12, the stud 15, and the lower frame member 16b by using a nail 80. As a result, the outer surface member 14 is fixed to the base 11 via the lower frame member 16b and the like. The construction of the bearing wall 17a of the first building unit 10 other than the construction site such as a factory is completed in a state where the gap G is formed on the outer upper portion of the bearing wall 17a. The wall member 18 may be attached to the inner side surface member 13 inside the load bearing wall 17a. As will be described later, the wall member 18 may also be attached to the floor-side horizontal member 21a placed on the upper frame member 16a so as to be continuous with the wall member 18 on the inner surface member 13. As a result, the two wall members 18 suppress the spread of fire through the gap between the upper frame member 16a and the floor-side horizontal member 21a during a fire. Further, the ceiling panel 104 may be installed on the upper part inside the wall 17.
The load bearing wall 17a may be directly assembled on the base 11 using the above-mentioned components.

図6の第一建物ユニット10の短手側部10bのように、外側面材14の全てが、柱12の上端よりも下方に位置する上端を有し、その上方に短手側部10bの水平方向の幅の略全体にわたる間隙Gを形成してもよい。例えば、第一建物ユニット10の1つの側部の外側面材14の全ての上部が、一直線状に切り欠かれていてもよい。また、第一建物ユニット10の長手側部10aのように、外側面材14の一部が、柱12の上端よりも下方に位置する上端を有し、その上方に長手側部10aの水平方向の幅の一部にわたる間隙Gを形成してもよい。例えば、第一建物ユニット10の1つの側部の水平方向の端部近傍で、外側面材14の上部が、L字状に切り欠かれてもよく、水平方向の中間部分で、外側面材14の上部が、U字状に切り欠かれてもよい。また、間隙Gの開口部Gaは、図6に示すように柱12の上端にまで至っていてもよく、柱12の上端に至らなくてもよい。開口部Gaが柱12の上端に至らない場合、開口部Gaの上方に外側面材14が存在する。つまり、外側面材14は、その上部全体が切り欠かれるのではなく、外側面材14の上端よりも下方の一部分が切り欠かれる。この場合、外側面材14の上端は、柱12の上端と同等の高さであってもよい。 Like the short side part 10b of the first building unit 10 in FIG. 6, all of the outer side panels 14 have upper ends located below the upper ends of the columns 12, and above the short side parts 10b. The gap G may be formed over substantially the entire width in the horizontal direction. For example, all the upper portions of the outer side surface material 14 on one side of the first building unit 10 may be cut out in a straight line. Moreover, like the longitudinal side portion 10a of the first building unit 10, a part of the outer side material 14 has an upper end located below the upper end of the column 12, and above the longitudinal direction of the longitudinal side portion 10a. The gap G may be formed over a part of the width. For example, the upper portion of the outer side surface member 14 may be cut out in an L shape in the vicinity of the horizontal end portion of one side portion of the first building unit 10, and the outer side surface member may be cut out in the middle portion in the horizontal direction. The upper portion of 14 may be cut out in a U shape. Further, the opening Ga of the gap G may reach the upper end of the column 12 as shown in FIG. 6, or may not reach the upper end of the column 12. When the opening Ga does not reach the upper end of the column 12, the outer surface member 14 exists above the opening Ga. In other words, the outer surface member 14 is not cut out at its entire upper portion, but is cut away at a portion below the upper end of the outer surface member 14. In this case, the upper end of the outer surface member 14 may have the same height as the upper end of the column 12.

第一建物ユニット10の長手側部10a及び10c並びに短手側部10b及び10dは、1枚の外側面材14で形成されてもよく、複数枚の外側面材14で形成されてもよい。例えば、上述のように、外側面材14の上部が、L字状又はU字状に切り欠かれた形状を形成する場合、L字状又はU字状の形状は、水平方向の幅全体にわたって柱12の上端よりも下方に位置する上端を有する外側面材14と、幅全体にわたって柱12の上端に位置する上端を有する外側面材14とによって、形成されてもよい。又は、L字状又はU字状の形状は、柱12の上端よりも下方に位置する上端及び柱12の上端に位置する上端を有し且つL字状に切り欠かれた1枚の外側面材14によって、形成されてもよく、L字状に切り欠かれた外側面材14と、幅全体にわたって柱12の上端よりも下方に位置する上端を有する外側面材14とによって、形成されてもよい。また、間隙Gの開口部Gaが柱12の上端に至らない場合、開口部Gaは、1枚の外側面材14によって形成されてもよく、複数の外側面材14によって形成されてもよい。 The long side portions 10 a and 10 c and the short side portions 10 b and 10 d of the first building unit 10 may be formed by one outer side surface material 14 or may be formed by a plurality of outer side surface materials 14. For example, as described above, when the upper portion of the outer surface member 14 forms a shape cut out in an L-shape or a U-shape, the L-shape or the U-shape is formed over the entire width in the horizontal direction. It may be formed by the outer surface member 14 having an upper end located below the upper end of the pillar 12 and the outer surface member 14 having an upper end located at the upper end of the pillar 12 over the entire width. Alternatively, the L-shaped or U-shaped shape has an upper end located below the upper end of the pillar 12 and an upper end located at the upper end of the pillar 12, and is one outer surface cut out in an L shape. It may be formed by a material 14, and is formed by an outer surface material 14 cut out in an L shape and an outer surface material 14 having an upper end located below the upper end of the column 12 over the entire width. Good. If the opening Ga of the gap G does not reach the upper end of the column 12, the opening Ga may be formed by one outer surface member 14 or may be formed by a plurality of outer surface members 14.

間隙Gの閉塞は、建物の建設場所で実施される。第一建物ユニット10及び第二建物ユニット20は、工場等での製造完了後、建設場所にまで運搬される。建設場所の所定の箇所に、具体的には、基礎40の上に、第一建物ユニット10が設置され、設置後の第一建物ユニット10の上に、第二建物ユニット20が設置される。この際、図7に示すように、第一建物ユニット10の柱12及び上部枠材16aの上に、第二建物ユニット20の床側横架材21aが載る。床側横架材21aと柱12とが、図示しない連結金具によって接合される。 The closing of the gap G is performed at the building construction site. The first building unit 10 and the second building unit 20 are transported to the construction site after the completion of manufacturing in a factory or the like. The first building unit 10 is installed at a predetermined location of the construction site, specifically on the foundation 40, and the second building unit 20 is installed on the installed first building unit 10. At this time, as shown in FIG. 7, the floor-side horizontal member 21a of the second building unit 20 is placed on the pillar 12 and the upper frame member 16a of the first building unit 10. The floor-side horizontal member 21a and the pillar 12 are joined by a connecting fitting (not shown).

第二建物ユニット20と第一建物ユニット10との接続及び互いの固定完了後、第一建物ユニットの壁17の上部枠材16aが、釘80を用いて床側横架材21aに留め付け固定される。上部枠材16aへのアクセスは、間隙Gを介して可能であるため、上部枠材16aの留め付け作業は、容易である。次いで、外側面材14と同様の材料からなる外側閉塞面材14a(図7において破線で表示)が間隙Gに被せられ固定される。これにより、外側閉塞面材14aが間隙Gを閉塞する。本実施の形態では、第二建物ユニット20の壁27の外側の外側面材24は、その下端を床側横架材21aの中央付近に位置させて、床側横架材21aから上方に延在している。間隙Gを埋める外側閉塞面材14aは、外側面材14の上端から外側面材24の下端にわたって延在する。外側閉塞面材14aは、釘80を用いて、第一建物ユニット10の柱12、間柱15及び上部枠材16a並びに第二建物ユニット20の床側横架材21aに留め付け固定される。これにより、釘80を用いて上部枠材16aに留め付け固定されている内側面材13及び間柱15が、上部枠材16aを介して床側横架材21aに固定される。 After the connection between the second building unit 20 and the first building unit 10 and the fixing of each other are completed, the upper frame member 16a of the wall 17 of the first building unit is fixed to the floor-side horizontal member 21a by using the nail 80. To be done. Since the upper frame member 16a can be accessed through the gap G, the work of fastening the upper frame member 16a is easy. Next, an outer closing face material 14a (indicated by a broken line in FIG. 7) made of the same material as the outer face material 14 is put on the gap G and fixed. As a result, the outer blocking surface material 14a closes the gap G. In the present embodiment, the outside surface material 24 on the outside of the wall 27 of the second building unit 20 has its lower end located near the center of the floor-side horizontal member 21a and extends upward from the floor-side horizontal member 21a. Existence The outer blocking surface material 14 a that fills the gap G extends from the upper end of the outer surface material 14 to the lower end of the outer surface material 24. The outer blocking surface material 14a is fixed to the pillars 12, the studs 15 and the upper frame member 16a of the first building unit 10 and the floor-side horizontal member 21a of the second building unit 20 by using the nail 80. As a result, the inner side surface member 13 and the studs 15, which are fastened and fixed to the upper frame member 16a using the nails 80, are fixed to the floor-side horizontal member 21a via the upper frame member 16a.

よって、柱12の間で耐力壁17aを形成する間柱15、上部枠材16a、下部枠材16b、内側面材13、外側面材14及び外側閉塞面材14aは、建物の構造材を構成する柱12、土台11及び床側横架材21aに固定される。さらに、外側面材14及び外側閉塞面材14aは、壁パネル19の耐力壁17aに該当する部分全体を覆う。従って、耐力壁17aは、耐力壁の機能を有することができる。 Therefore, the studs 15, the upper frame members 16a, the lower frame members 16b, the inner side members 13, the outer side members 14 and the outer closed side members 14a forming the bearing walls 17a between the columns 12 constitute the structural member of the building. It is fixed to the pillar 12, the base 11, and the floor-side horizontal member 21a. Further, the outer side surface member 14 and the outer side closing surface member 14a cover the entire portion of the wall panel 19 corresponding to the load bearing wall 17a. Therefore, the bearing wall 17a can have the function of the bearing wall.

また、第二建物ユニット20の耐力壁27aの組み立ては、第一建物ユニット10の耐力壁17aと同様に実施される。耐力壁27aは、建物の水平方向の構造材を構成する床側横架材21a及び天井側横架材21bに、上下方向で固定され、建物の鉛直方向の構造材を構成する柱22に、側方で固定される。例えば、第二建物ユニット20の上に建物ユニット1が積み重ねられる場合、天井側横架材21bが、積み重ねられる建物ユニット1に含まれる。第二建物ユニット20の上に建物ユニット1が積み重ねられない場合でも、車両運搬時の高さ制限を満たすために、第二建物ユニット20は、天井側横架材21bが取り外された状態で運搬される。よって、第二建物ユニット20も、工場等の建設場所以外の場所で、図6に示される第一建物ユニット10と同様の外観を有し、耐力壁27aの上部に間隙Gを有する。 The assembling of the bearing wall 27a of the second building unit 20 is carried out in the same manner as the bearing wall 17a of the first building unit 10. The load bearing wall 27a is vertically fixed to the floor-side horizontal member 21a and the ceiling-side horizontal member 21b that constitute the horizontal structural material of the building, and to the pillar 22 that constitutes the vertical structural material of the building. Fixed laterally. For example, when the building unit 1 is stacked on the second building unit 20, the ceiling side horizontal member 21b is included in the stacked building unit 1. Even if the building unit 1 cannot be stacked on the second building unit 20, the second building unit 20 is transported in a state where the ceiling-side horizontal member 21b is removed in order to satisfy the height limit when transporting the vehicle. To be done. Therefore, the second building unit 20 also has an appearance similar to that of the first building unit 10 shown in FIG. 6 at a place other than the construction place such as a factory, and has a gap G at the upper portion of the load bearing wall 27a.

[非耐力壁]
次に、実施の形態に係る建物ユニット1の非耐力壁の構成を説明する。図2及び図5を参照すると、第一建物ユニット10及び第二建物ユニット20において、非耐力壁17b及び27bは、壁17及び27に部分的に配置される、つまり、耐力壁17a及び27aの間に形成される。
図8を参照して、第一建物ユニット10の非耐力壁17bの構成を説明する。図8は、図2の第一建物ユニット10の非耐力壁17bのVIII−VIII線に沿った断面側面図である。非耐力壁17bは、例えば、図3の壁パネル19に対して内側面材13と反対側の壁面を外側面材14で覆った構成を有しており、土台11に設置される。
[Non-bearing wall]
Next, the structure of the non-bearing wall of the building unit 1 according to the embodiment will be described. 2 and 5, in the first building unit 10 and the second building unit 20, the non-bearing walls 17b and 27b are partially disposed on the walls 17 and 27, that is, the bearing walls 17a and 27a. Formed in between.
The configuration of the non-bearing wall 17b of the first building unit 10 will be described with reference to FIG. 8 is a cross-sectional side view of the non-bearing wall 17b of the first building unit 10 of FIG. 2 taken along the line VIII-VIII. The non-bearing wall 17b has, for example, a structure in which the wall surface on the side opposite to the inner side surface member 13 of the wall panel 19 of FIG. 3 is covered with the outer side surface member 14, and is installed on the base 11.

本実施の形態では、非耐力壁17bは、壁パネル19を用いて形成される。具体的には、柱12と土台11の連結金具11aとを係合させつつ土台11上に建てられた壁パネル19において、非耐力壁17bに該当する部分では、壁パネル19の下部枠材16bが、釘を用いて土台11に留め付け固定されない。これにより、釘を用いて下部枠材16bに留め付け固定されている内側面材13及び間柱15は、土台11に固定されない。また、内側面材13及び下部枠材16bは、柱12に、釘を用いて留め付け固定されている。なお、図8に示すように、壁パネル19と土台11との間に、床面材101が介在する場合、床面材101は部分的に介在する。床面材101上に、化粧用等の床材102が敷設されてもよい。この場合、壁パネル19と土台11との間隙内の床面材101の縁よりも外側には、間詰材103が挿入される。壁パネル19の下部枠材16bは、床面材101及び間詰材103にも、釘を用いて留め付け固定されない。 In the present embodiment, the non-bearing wall 17b is formed using the wall panel 19. Specifically, in the wall panel 19 built on the base 11 while engaging the pillars 12 and the connecting fittings 11a of the base 11, the lower frame member 16b of the wall panel 19 at the portion corresponding to the non-bearing wall 17b. However, it is not fixed to the base 11 with nails. As a result, the inner side surface member 13 and the studs 15, which are fixed to the lower frame member 16b with nails, are not fixed to the base 11. Further, the inner side surface member 13 and the lower frame member 16b are fixed to the pillar 12 by using nails. In addition, as shown in FIG. 8, when the floor surface material 101 is interposed between the wall panel 19 and the base 11, the floor surface material 101 is partially interposed. A floor material 102 for makeup or the like may be laid on the floor surface material 101. In this case, the filling material 103 is inserted outside the edge of the floor surface material 101 in the gap between the wall panel 19 and the base 11. The lower frame member 16b of the wall panel 19 is not fixed to the floor surface member 101 and the filling material 103 by using nails.

その後、壁パネル19の外側から、壁パネル19に外側面材14が張り付けられる。この際、外側面材14の内側に、断熱パネル18aが配設されてもよい。非耐力壁17bに該当する部分では、外側面材14は、高さ方向で、土台11の中央付近から上部枠材16aの中央付近までにわたって、設置される。よって、外側面材14は、上部枠材16aよりも突出しない。これにより、上部枠材16aの一部、間柱15の上端の一部、及び柱12の上端の一部が、外側面材14に覆われずに、露出する。
外側面材14は、土台11、柱12、間柱15、上部枠材16a及び下部枠材16bに、釘を用いて留め付け固定される。これにより、内側面材13、外側面材14、間柱15及び下部枠材16bは、土台11に固定されない。なお、非耐力壁17bの内側の内側面材13上に壁材18が張り付けられてもよい。また、壁17の内側の上部に、天井パネル104が設置されてもよい。
非耐力壁17bは、上述の各構成部材を用いて土台11上に直接組み立てられてもよい。
Then, the outer surface member 14 is attached to the wall panel 19 from the outside of the wall panel 19. At this time, the heat insulating panel 18a may be disposed inside the outer side member 14. In the portion corresponding to the non-bearing wall 17b, the outer surface member 14 is installed in the height direction from near the center of the base 11 to near the center of the upper frame member 16a. Therefore, the outer surface member 14 does not protrude beyond the upper frame member 16a. As a result, a part of the upper frame member 16a, a part of the upper end of the stud 15, and a part of the upper end of the pillar 12 are exposed without being covered by the outer surface member 14.
The outer side surface member 14 is fixed to the base 11, the pillar 12, the stud 15, the upper frame member 16a, and the lower frame member 16b by using nails. As a result, the inner surface member 13, the outer surface member 14, the studs 15, and the lower frame member 16b are not fixed to the base 11. The wall material 18 may be attached to the inner side surface material 13 inside the non-bearing wall 17b. Further, the ceiling panel 104 may be installed on the upper part inside the wall 17.
The non-bearing wall 17b may be directly assembled on the base 11 using the above-described components.

上部枠材16a等の露出部分への面材の設置は、建物の建設場所で実施される。つまり、建設場所において第一建物ユニット10の上に第二建物ユニット20を設置した後に、上記面材の設置が実施される。
第二建物ユニット20と第一建物ユニット10との接続及び互いの固定完了後、第二建物ユニット20の壁27の外側の外側面材24は、その下端を床側横架材21aの中央付近に位置させて、床側横架材21aから上方に延在している。外側面材14と同様の材料からなる外側中間面材14b(図8において破線で表示)が、上部枠材16aの側方の露出部分から外側面材24の下端にわたって、上部枠材16a及び床側横架材21aに被せられる。これにより、外側中間面材14bは、第一建物ユニット10及び第二建物ユニット20にまたがって延在し、第一建物ユニット10及び第二建物ユニット20の接合部分である床側横架材21aと上部枠材16a、間柱15及び柱12との境界に沿って延在してこの境界を覆う。
The installation of the face material on the exposed portion of the upper frame member 16a or the like is performed at the building construction site. That is, the face material is installed after the second building unit 20 is installed on the first building unit 10 at the construction site.
After connecting the second building unit 20 and the first building unit 10 and fixing each other, the outer surface member 24 outside the wall 27 of the second building unit 20 has its lower end near the center of the floor-side lateral member 21a. And extends upward from the floor-side horizontal member 21a. An outer intermediate surface material 14b (indicated by a broken line in FIG. 8) made of the same material as the outer surface material 14 extends from the side exposed portion of the upper frame material 16a to the lower end of the outer surface material 24 and the upper frame material 16a and the floor. The lateral cross member 21a is covered. Accordingly, the outer intermediate panel 14b extends over the first building unit 10 and the second building unit 20, and is a floor-side lateral member 21a that is a joint portion between the first building unit 10 and the second building unit 20. And extends along the boundary between the upper frame member 16a, the stud 15, and the pillar 12 to cover this boundary.

外側中間面材14bは、第一建物ユニット10の柱12、間柱15及び上部枠材16a並びに第二建物ユニット20の床側横架材21aに、釘を用いて留め付け固定される。これにより、内側面材13、外側面材14、間柱15及び上部枠材16aは、床側横架材21aに実質的に固定されない。
よって、柱12の間で非耐力壁17bを形成する間柱15、上部枠材16a、下部枠材16b、内側面材13及び外側面材14は、建物の構造材を構成する土台11及び床側横架材21aに固定されない。従って、非耐力壁17bは、建物の構造的要素として効果的に機能するものでない。
The outer intermediate panel 14b is fixed to the columns 12, the studs 15 and the upper frame member 16a of the first building unit 10 and the floor-side lateral members 21a of the second building unit 20 by using nails. As a result, the inner side surface member 13, the outer side surface member 14, the studs 15, and the upper frame member 16a are not substantially fixed to the floor side horizontal member 21a.
Therefore, the studs 15, the upper frame members 16a, the lower frame members 16b, the inner side members 13 and the outer side members 14 that form the non-bearing walls 17b between the columns 12 are the base 11 and the floor side that constitute the structural material of the building. It is not fixed to the horizontal member 21a. Therefore, the non-bearing wall 17b does not effectively function as a structural element of the building.

また、外側面材14の上端は、上部枠材16aの上面よりも下方に位置するため、第一建物ユニット10の高さの増加を抑える。さらに、第一建物ユニット10上に第二建物ユニット20を載せる際に、外側面材14が第二建物ユニット20の床側横架材21aと接触して破損することが抑えられる。
また、外側面材14と外側中間面材14bとの上下方向の境界が上部枠材16a上に位置し、外側中間面材14bと外側面材24との上下方向の境界が床側横架材21a上に位置する。つまり、外側面材14、外側中間面材14b及び外側面材24間の境界が、上部枠材16a及び床側横架材21aの境界、並びに、壁17及び27内の空間と連通していない。よって、外側面材14、外側中間面材14b及び外側面材24間の隙間から侵入する水が、壁17及び27内の空間、並びに、上部枠材16a及び床側横架材21aの間等の内側の部材間に侵入することが、抑えられる。
Moreover, since the upper end of the outer side member 14 is located below the upper surface of the upper frame member 16a, an increase in the height of the first building unit 10 is suppressed. Further, when the second building unit 20 is placed on the first building unit 10, it is possible to prevent the outer side surface member 14 from coming into contact with the floor-side horizontal member 21a of the second building unit 20 and being damaged.
Further, the vertical boundary between the outer surface material 14 and the outer intermediate surface material 14b is located on the upper frame member 16a, and the vertical boundary between the outer intermediate surface material 14b and the outer surface material 24 is the floor-side lateral member. 21a. That is, the boundary between the outer surface member 14, the outer intermediate member 14b, and the outer member 24 does not communicate with the boundary between the upper frame member 16a and the floor-side horizontal member 21a and the space inside the walls 17 and 27. .. Therefore, water that enters through the gaps between the outer side surface member 14, the outer intermediate surface member 14b, and the outer side surface member 24, the space in the walls 17 and 27, and the space between the upper frame member 16a and the floor side member 21a, etc. Penetration between members on the inside of is suppressed.

また、第二建物ユニット20の非耐力壁27bの組み立ては、第一建物ユニット10の非耐力壁17bと同様に実施される。非耐力壁27bは、建物の水平方向の構造材を構成する床側横架材21a及び天井側横架材21bに固定されない。例えば、第二建物ユニット20の上に建物ユニット1が積み重ねられる場合、天井側横架材21bが、積み重ねられる建物ユニット1に含まれる。第二建物ユニット20の上に建物ユニット1が積み重ねられない場合でも、車両運搬時の高さ制限を満たすために、第二建物ユニット20は、天井側横架材21bが取り外された状態で運搬される。建物ユニット1間の面材の設置は、天井側横架材21bの設置完了後、実施される。 The non-bearing wall 27b of the second building unit 20 is assembled in the same manner as the non-bearing wall 17b of the first building unit 10. The non-bearing wall 27b is not fixed to the floor-side horizontal member 21a and the ceiling-side horizontal member 21b that form the structural material in the horizontal direction of the building. For example, when the building unit 1 is stacked on the second building unit 20, the ceiling side horizontal member 21b is included in the stacked building unit 1. Even if the building unit 1 cannot be stacked on the second building unit 20, the second building unit 20 is transported in a state where the ceiling-side horizontal member 21b is removed in order to satisfy the height limit when transporting the vehicle. To be done. The installation of the face material between the building units 1 is performed after the installation of the ceiling-side horizontal member 21b is completed.

上述した例示では、第一建物ユニット10及び第二建物ユニット20のうちの下側に位置する第一建物ユニット10の非耐力壁17bにおいて、外側面材14の上端が上部枠材16aの上面よりも下方に位置するように構成されていたが、これに限定されない。第二建物ユニット20の非耐力壁27bにおいて、外側面材24の下端が下部枠材の下面よりも上方に位置するように構成されてもよい。この場合も、外側中間面材14bが、非耐力壁17bの外側面材14の上端と非耐力壁27bの外側面材24の下端との間に配置される。
また、上述の非耐力壁17bに採用した外側中間面材14bを用いた構造は、耐力壁17a及び27aに適用してもよい。
In the example described above, in the non-bearing wall 17b of the first building unit 10 located on the lower side of the first building unit 10 and the second building unit 20, the upper end of the outer surface member 14 is higher than the upper surface of the upper frame member 16a. Was also configured to be located below, but is not limited to this. In the non-bearing wall 27b of the second building unit 20, the lower end of the outer side surface member 24 may be located above the lower surface of the lower frame member. Also in this case, the outer intermediate surface material 14b is arranged between the upper end of the outer surface material 14 of the non-bearing wall 17b and the lower end of the outer surface material 24 of the non-bearing wall 27b.
Further, the structure using the outer intermediate surface member 14b adopted for the non-bearing wall 17b may be applied to the bearing walls 17a and 27a.

[建物ユニットの吊り部材]
上述したように建物ユニット1では、壁の上端が、構造材を構成するような強度を有する水平材によって繋がれていない。このため、建物ユニット1は、下部に取り付けられる吊り部材を介して、吊り上げられる。図9〜図14を参照して、建物ユニット1の吊り部材50の構成を説明する。
図9及び図10を参照すると、第一建物ユニット10に取り付けられた吊り部材50が示されている。4つの吊り部材50が、第一建物ユニット10に配置されている。具体的には、第一建物ユニット10の2つの長手側部10a及び10cにそれぞれ、2つの吊り部材50が配置されている。図9は、図6の第一建物ユニット10に吊り部材50が取り付けられた状態を示す斜視図である。図10は、図9の第一建物ユニット10の長手方向の中央付近を通る鉛直断面を方向Xから見た断面側面図である。
[Hanging members for building units]
As described above, in the building unit 1, the upper ends of the walls are not connected by the horizontal member having the strength that constitutes the structural member. Therefore, the building unit 1 is hoisted via the hoisting member attached to the lower part. The configuration of the hanging member 50 of the building unit 1 will be described with reference to FIGS. 9 to 14.
Referring to FIGS. 9 and 10, the suspension member 50 attached to the first building unit 10 is shown. The four suspension members 50 are arranged in the first building unit 10. Specifically, two suspending members 50 are arranged on each of the two longitudinal side portions 10a and 10c of the first building unit 10. FIG. 9 is a perspective view showing a state where the hanging member 50 is attached to the first building unit 10 of FIG. FIG. 10 is a cross-sectional side view of a vertical cross section passing through the vicinity of the center in the longitudinal direction of the first building unit 10 shown in FIG.

各吊り部材50は、第一建物ユニット10の土台11と、長手側部10a及び10cの壁17の上端に取り付けられた補強部材60とに係合している。各補強部材60は、長手側部10a又は10cに沿って略水平方向に延在する帯状の部材である。各補強部材60は、直線状の木材で構成されており、釘等の接合金具によって、壁17内の柱12に留め付け固定されている。上述のような補強部材60は、長手側部10a及び10cの壁17の上部分の撓み等の変形に対する剛性を向上する。なお、補強部材60は、短手側部10b及び10dの壁17の上端にも取り付けられてもよい。壁17の周囲を囲む補強部材60は、壁17が形成する矩形枠状の断面の剛性を大きく向上する。
各吊り部材50は、土台11に係合する係合部材51と、補強部材60に取り付けられ且つワイヤ等のスリングが掛けられる吊り金具53と、係合部材51及び吊り金具53を連結する軸部材52とを含む。さらに、吊り部材50は、吊り金具53の下方で軸部材52を上下方向にスライド可能に補強部材60に留め付ける拘束部材54を含む。
Each hanging member 50 is engaged with the base 11 of the first building unit 10 and the reinforcing member 60 attached to the upper ends of the walls 17 of the long side portions 10a and 10c. Each reinforcing member 60 is a strip-shaped member that extends in a substantially horizontal direction along the long side portion 10a or 10c. Each reinforcing member 60 is made of linear wood, and is fixedly fastened to the column 12 in the wall 17 by a joint fitting such as a nail. The reinforcing member 60 as described above improves rigidity against deformation such as bending of the upper portion of the wall 17 of the long side portions 10a and 10c. The reinforcing member 60 may also be attached to the upper ends of the walls 17 of the short side portions 10b and 10d. The reinforcing member 60 surrounding the wall 17 greatly improves the rigidity of the rectangular frame-shaped cross section formed by the wall 17.
Each suspension member 50 includes an engagement member 51 that engages with the base 11, a suspension fitting 53 that is attached to the reinforcement member 60 and on which a sling such as a wire is hung, and a shaft member that connects the engagement member 51 and the suspension fitting 53. And 52. Further, the hanging member 50 includes a restraint member 54 that fastens the shaft member 52 to the reinforcing member 60 slidably in the vertical direction below the hanging metal fitting 53.

図10及び図11を参照すると、係合部材51は、鉄、鋼等の強度及び剛性を有する金属材料から作製されている。係合部材51は、矩形状の平板をL字状に折り曲げて形成される形状の外形を有した本体部51aを備える。図11は、図10の吊り部材50の下部分を拡大して示す斜視図である。本体部51aは、土台11の下面に掛けられる平板状の掛部51aaと、軸部材52と接続される平板状の接続部51abとを含む。掛部51aa及び接続部51abは、L字状の本体部51aの折り曲げ部分を挟んで位置する部分であり、互いに略垂直に延在する。 Referring to FIGS. 10 and 11, the engagement member 51 is made of a metal material having strength and rigidity such as iron and steel. The engagement member 51 includes a main body portion 51a having an outer shape formed by bending a rectangular flat plate into an L shape. 11 is an enlarged perspective view showing a lower portion of the hanging member 50 of FIG. The main body portion 51a includes a flat plate-shaped hooking portion 51aa which is hooked on the lower surface of the base 11, and a flat plate-shaped connecting portion 51ab which is connected to the shaft member 52. The hanging portion 51aa and the connecting portion 51ab are portions that are positioned so as to sandwich the bent portion of the L-shaped main body portion 51a, and extend substantially perpendicular to each other.

係合部材51は、本体部51aの接続部51abの表面上に、貫通孔を有する筒部51bを備える。筒部51bは、本体部51aの掛部51aaが土台11の下面に掛けられたときに直立する接続部51abの外側の表面上で、その貫通孔の軸方向を略鉛直方向にして、接続部51abに固定され、具体的には一体化されている。なお、接続部51abの外側の表面とは、L字状形状の外角側の表面であり、土台11と反対側の表面である。接続部51abには、図示しない留め孔が、接続部51abを貫通して形成されている。留め孔を通るビス等の接合金具51cが、接続部51abを土台11に固定する。このとき、掛部51aaが土台11の下面に当接している。 The engagement member 51 includes a cylindrical portion 51b having a through hole on the surface of the connection portion 51ab of the main body portion 51a. The tubular portion 51b has a through-hole whose axial direction is substantially vertical on the outer surface of the connecting portion 51ab which stands upright when the hanging portion 51aa of the main body portion 51a is hung on the lower surface of the base 11. It is fixed to 51ab and is specifically integrated. The outer surface of the connecting portion 51ab is the outer corner surface of the L-shape, which is the surface opposite to the base 11. A fastening hole (not shown) is formed in the connecting portion 51ab so as to penetrate the connecting portion 51ab. A joint fitting 51c such as a screw passing through the fastening hole fixes the connecting portion 51ab to the base 11. At this time, the hanging portion 51aa is in contact with the lower surface of the base 11.

また、係合部材51の接続部51abと土台11との間には、スペーサ部材51dが配置されてもよい。スペーサ部材51dは、接続部51abと土台11とを離して配置し、係合部材51の折れ曲がり部分及び接続部51abが、土台11を損傷することを抑える。さらに、スペーサ部材51dは、土台11における接続部51abと対向する部分が平坦でない場合、一方の面で土台11上の凹凸に嵌り、一方の面と対向する他方の面に接続部51abが当接可能な平坦面を提供する。 Further, a spacer member 51d may be arranged between the connecting portion 51ab of the engaging member 51 and the base 11. The spacer member 51d disposes the connecting portion 51ab and the base 11 apart from each other, and prevents the bent portion of the engaging member 51 and the connecting portion 51ab from damaging the base 11. Further, in the spacer member 51d, when the portion of the base 11 facing the connecting portion 51ab is not flat, the spacer member 51d fits into the unevenness on the base 11 on one surface, and the connecting portion 51ab abuts on the other surface facing one surface. Provide a possible flat surface.

軸部材52は、鉄、鋼等の引張強度及び曲げ強度を有する金属材料から作製されている。軸部材52は、長尺な棒状の部材であり、軸部材52の外周面には、雄ねじが形成されている。軸部材52の下端部分は、係合部材51の筒部51bの貫通孔に通され、筒部51bの軸方向の両端に配置された2つの締結部材52aが、軸部材52に螺合して設けられている。2つの締結部材52aは、互いに向かって締め付けられることによって、筒部51bを締め付け、それにより、軸部材52を筒部51bに固定する。 The shaft member 52 is made of a metal material having tensile strength and bending strength such as iron and steel. The shaft member 52 is a long rod-shaped member, and a male screw is formed on the outer peripheral surface of the shaft member 52. The lower end portion of the shaft member 52 is passed through the through hole of the cylindrical portion 51b of the engaging member 51, and the two fastening members 52a arranged at both axial ends of the cylindrical portion 51b are screwed into the shaft member 52. It is provided. The two fastening members 52a are tightened toward each other to tighten the tubular portion 51b, thereby fixing the shaft member 52 to the tubular portion 51b.

図10及び図12を参照すると、拘束部材54は、U字状の断面形状を有する溝状部材である。拘束部材54は、直線状の溝54aを有し、溝54aの開放側を補強部材60に向けて補強部材60に取り付けられる。拘束部材54は、例えば、木材で作製されており、釘等の接合金具によって、補強部材60に留め付け固定される。拘束部材54は、溝54aの軸方向を略鉛直方向にして補強部材60に配置される。これにより、拘束部材54の溝54aは、補強部材60と共に略鉛直方向に延びる孔を形成する。
係合部材51から上方に延びる軸部材52の上部分は、拘束部材54の溝54aを通って上方に突出し、吊り金具53の雌ねじ孔に螺合して吊り金具53と接続される。
よって、吊り金具53は、軸部材52を介して係合部材51と接続される。これにより、吊り金具53に作用する引上力は、軸部材52を介して係合部材51に伝達し、掛部51aaを介して土台11に下方から持ち上げる力を作用する。
Referring to FIGS. 10 and 12, the restraint member 54 is a groove-shaped member having a U-shaped cross-sectional shape. The restraint member 54 has a linear groove 54a, and is attached to the reinforcing member 60 with the open side of the groove 54a facing the reinforcing member 60. The restraint member 54 is made of, for example, wood, and is fastened and fixed to the reinforcing member 60 by a joint fitting such as a nail. The restraint member 54 is arranged on the reinforcing member 60 with the groove 54a in the axial direction substantially vertical. Thereby, the groove 54a of the restraint member 54 forms a hole extending in the substantially vertical direction together with the reinforcing member 60.
The upper portion of the shaft member 52 extending upward from the engaging member 51 protrudes upward through the groove 54a of the restraining member 54 and is screwed into the female screw hole of the hanging metal fitting 53 to be connected to the hanging metal fitting 53.
Therefore, the hanging metal fitting 53 is connected to the engaging member 51 via the shaft member 52. As a result, the pulling force acting on the hanging metal fitting 53 is transmitted to the engaging member 51 via the shaft member 52 and acts on the base 11 from below via the hanging portion 51aa.

図13に示すように、4つの吊り部材50の吊り金具53にスリング70が掛けられ、第一建物ユニット10が吊り上げられる場合、各吊り金具53には、鉛直方向の力だけでなく水平方向の力が、作用する。具体的には、4つの吊り金具53の内側への水平方向の力が、各吊り金具53及び各軸部材52に作用する。なお、図13は、図9の第一建物ユニット10が吊り上げられる状態を示す斜視図である。
しかしながら、各拘束部材54が、各軸部材52を水平方向に拘束し、各軸部材52及び各吊り金具53の水平方向への移動が抑えられるため、各係合部材51には、略鉛直な方向の引き上げ力が作用する。これにより、各係合部材51が水平方向に位置ずれすることが、抑えられる。よって、各吊り部材50は、各係合部材51と土台11との安定した接触面を維持する係合で、各吊り金具53及び各軸部材52の位置ずれを抑えつつ、安定した第一建物ユニット10の吊り上げを可能にする。
As shown in FIG. 13, when the sling 70 is hung on the hanging fittings 53 of the four hanging members 50 and the first building unit 10 is hoisted, the hanging fittings 53 are not limited to the vertical force but the horizontal direction. Power acts. Specifically, the inward horizontal force of the four suspension fittings 53 acts on each suspension fitting 53 and each shaft member 52. Note that FIG. 13 is a perspective view showing a state in which the first building unit 10 of FIG. 9 is hoisted.
However, since each restraint member 54 restrains each shaft member 52 in the horizontal direction and the movement of each shaft member 52 and each hanging metal fitting 53 in the horizontal direction is suppressed, each engaging member 51 is substantially vertical. Directional pulling force acts. This prevents each engaging member 51 from being displaced in the horizontal direction. Therefore, each suspension member 50 is an engagement that maintains a stable contact surface between each engagement member 51 and the base 11 and suppresses the positional deviation of each suspension metal fitting 53 and each shaft member 52, and also a stable first building. Allows lifting of the unit 10.

また、各吊り部材50は、各係合部材51を第一建物ユニット10の下部の構造材であり且つ高い強度を有する土台11に係合させて、第一建物ユニット10を吊り上げる。これにより、吊り上げに時における第一建物ユニット10の変形の発生が抑えられる。さらに、各吊り部材50の係合部材51及び拘束部材54は、第一建物ユニット10の柱12の近傍に配置されるのが、望ましい。これにより、各吊り部材50が、第一建物ユニット10の構造材であり強度を有する柱12又はその近傍に沿って延在するため、吊り上げに時における第一建物ユニット10の変形の発生が抑えられる。 Further, each suspension member 50 engages each engagement member 51 with the base 11 that is a structural member under the first building unit 10 and has high strength, and suspends the first building unit 10. Thereby, the occurrence of deformation of the first building unit 10 at the time of lifting is suppressed. Further, it is desirable that the engaging member 51 and the restraining member 54 of each hanging member 50 be arranged near the column 12 of the first building unit 10. As a result, each of the suspension members 50 extends along the column 12 that is a structural material of the first building unit 10 and has strength, or the vicinity thereof, so that the deformation of the first building unit 10 at the time of lifting is suppressed. To be

また、図14に示すように、第一建物ユニット10が据え付けられる基礎40上には、板状の緩衝材41が敷設される。緩衝材41は、例えば、樹脂製のパッキンである。緩衝材41は、第一建物ユニット10の土台11及び大引き等と基礎40との間に配置され、互いの間に伝達する振動、衝撃等を緩和する。図14は、図9の第一建物ユニット10が設置される基礎40を示す斜視図である。 Further, as shown in FIG. 14, a plate-shaped cushioning material 41 is laid on the foundation 40 on which the first building unit 10 is installed. The cushioning material 41 is, for example, a resin packing. The cushioning material 41 is disposed between the foundation 40 of the first building unit 10 and the large pull or the like and the foundation 40, and absorbs vibrations, impacts, and the like transmitted between them. FIG. 14 is a perspective view showing a foundation 40 on which the first building unit 10 of FIG. 9 is installed.

敷設された緩衝材41において、土台11における吊り部材50の係合部材51が配置される位置に対応する箇所には、緩衝材41が配置されておらず、緩衝材41の間に凹部41aが形成されている。これにより、吊り部材50を介して吊られた第一建物ユニット10が緩衝材41に置かれたとき、土台11よりも下方に突出する係合部材51が、第一建物ユニット10と基礎40との間に挟まれることが抑えられる。これにより、土台11からの係合部材51の除去が容易になる。そして、各係合部材51の除去後、凹部41a内に、緩衝材41が挿入され得る。
なお、基礎40の上面から突出するアンカーボルト40aは、第一建物ユニット10の土台11の孔又は柱脚金具11bの孔に挿入され、土台11又は柱脚金具11bに固定される。これにより、基礎40に対する第一建物ユニット10の位置決めが容易になる。
In the laid cushioning material 41, the cushioning material 41 is not arranged in the base 11 at a position corresponding to the position where the engaging member 51 of the suspension member 50 is arranged, and the recess 41 a is provided between the cushioning materials 41. Has been formed. Thereby, when the first building unit 10 hung via the hanging member 50 is placed on the cushioning material 41, the engaging member 51 projecting below the base 11 becomes the first building unit 10 and the foundation 40. It is suppressed to be sandwiched between. This facilitates the removal of the engagement member 51 from the base 11. Then, after removing the engaging members 51, the cushioning material 41 may be inserted into the recess 41a.
The anchor bolt 40a protruding from the upper surface of the foundation 40 is inserted into the hole of the base 11 or the hole of the column base metal fitting 11b of the first building unit 10 and fixed to the base 11 or the column base metal fitting 11b. This facilitates the positioning of the first building unit 10 with respect to the foundation 40.

また、図15を参照すると、吊り部材50の係合部材51が、第二建物ユニット20に適用される場合、床側横架材21aに掛けられる。床側横架材21aの下部には、係合部材51の本体部51aの掛部51aaを挿入可能な形状及び寸法を有する扁平な直方体状の凹部21aaが形成されている。凹部21aaは、凹部21aaに挿入された掛部51aaの上下方向の厚さよりも大きい上下方向の深さを有している。このため、凹部21aaに挿入され且つ床側横架材21aに係合する掛部51aaは、床側横架材21aよりも下方に突出しない。よって、第二建物ユニット20が第一建物ユニット10の上に積み重ねられたとき、係合部材51の掛部51aaが第二建物ユニット20と第一建物ユニット10との間に挟まれることが抑えられる。従って、床側横架材21aからの係合部材51の除去が容易になる。 Further, referring to FIG. 15, when the engaging member 51 of the hanging member 50 is applied to the second building unit 20, the engaging member 51 is hung on the floor-side horizontal member 21a. A flat rectangular parallelepiped concave portion 21aa having a shape and dimensions into which the hanging portion 51aa of the main body portion 51a of the engaging member 51 can be inserted is formed in the lower portion of the floor-side horizontal member 21a. The recess 21aa has a vertical depth that is greater than the vertical thickness of the hook 51aa inserted into the recess 21aa. Therefore, the hook portion 51aa that is inserted into the recess 21aa and that engages with the floor-side horizontal member 21a does not protrude below the floor-side horizontal member 21a. Therefore, when the second building unit 20 is stacked on the first building unit 10, it is possible to prevent the hanging portion 51aa of the engaging member 51 from being sandwiched between the second building unit 20 and the first building unit 10. To be Therefore, it becomes easy to remove the engaging member 51 from the floor-side horizontal member 21a.

また、第二建物ユニット20においても、各吊り部材50は、各係合部材51を下部の構造材であり且つ高い強度を有する床側横架材21aに係合させて、第二建物ユニット20を吊り上げる。さらに、各吊り部材50の係合部材51及び拘束部材54は、第二建物ユニット20の柱22の近傍に配置されるのが、望ましい。これらにより、吊り上げに時における第二建物ユニット20の変形の発生が抑えられる。 Further, also in the second building unit 20, each hanging member 50 engages each engaging member 51 with the floor-side lateral member 21a, which is a lower structural material and has a high strength, and the second building unit 20 Lift up. Furthermore, it is desirable that the engaging member 51 and the restraining member 54 of each hanging member 50 be arranged in the vicinity of the pillar 22 of the second building unit 20. As a result, deformation of the second building unit 20 at the time of lifting is suppressed.

[耐力壁の変形例]
また、実施の形態に係る建物ユニット1の耐力壁には、以下に説明する変形例が挙げられる。図16を参照すると、変形例に係る耐力壁217aは、第一建物ユニット10が工場等の建設場所以外の場所で製造される時点で、上部枠材16aと外側面材14との間に、釘打ちを可能にするような間隙Gを形成しない点で、実施の形態に係る耐力壁17aと異なる。具体的には、耐力壁217aでは、外側面材14は、土台11から壁17の上部枠材16a又はその近傍にまでに至る高さを有している。以下では、変形例に係る耐力壁217aにおいて、実施の形態に係る耐力壁17aと異なる点を中心に説明する。なお、図16は、実施の形態に係る建物ユニット1の耐力壁17aの変形例を図7と同様に示す断面側面図である。
[Modification of bearing wall]
Further, the load bearing wall of the building unit 1 according to the embodiment may be modified examples described below. Referring to FIG. 16, the load bearing wall 217a according to the modified example has a structure in which the first building unit 10 is manufactured at a place other than a construction place such as a factory between the upper frame member 16a and the outer side member 14, This is different from the bearing wall 17a according to the embodiment in that the gap G that enables nailing is not formed. Specifically, in the bearing wall 217a, the outer surface member 14 has a height from the base 11 to the upper frame member 16a of the wall 17 or the vicinity thereof. Hereinafter, the bearing wall 217a according to the modification will be described focusing on the points different from the bearing wall 17a according to the embodiment. 16 is a cross-sectional side view showing a modified example of the load bearing wall 17a of the building unit 1 according to the embodiment, similar to FIG. 7.

第一建物ユニット10の製造時、内側面材13は、上部枠材16a及び下部枠材16bに、釘80を用いて留め付け固定されている。下部枠材16bは、土台11に、釘80を用いて留め付け固定されている。外側面材14は、図16において破線で示されるように、土台11から上部枠材16aにわたって延在するように配置され、釘を用いて土台11及び上部枠材16aに仮留めされている、つまり仮固定されている。又は、柱12、間柱15若しくは下部枠材16bに、外側面材14が仮留めされてもよい。このとき、外側面材14は、上部枠材16a及び下部枠材16bの間の空間を閉じる。そして、外側面材14は、上部枠材16aよりも上方に突出しない。なお、外側面材14は、上部枠材16aとの間に隙間を有して配置されてもよい。 At the time of manufacturing the first building unit 10, the inner side surface member 13 is fastened and fixed to the upper frame member 16a and the lower frame member 16b with nails 80. The lower frame member 16b is fastened and fixed to the base 11 with nails 80. As shown by the broken line in FIG. 16, the outer side surface member 14 is arranged so as to extend from the base 11 to the upper frame member 16a, and is temporarily fastened to the base 11 and the upper frame member 16a using nails, That is, it is temporarily fixed. Alternatively, the outer surface member 14 may be temporarily fixed to the pillar 12, the stud 15, or the lower frame member 16b. At this time, the outer side member 14 closes the space between the upper frame member 16a and the lower frame member 16b. The outer side surface member 14 does not protrude above the upper frame member 16a. The outer side member 14 may be arranged with a gap between it and the upper frame member 16a.

内側面材13及び外側面材14は、本設の壁部材として留め付けられる場合、大凡決められたピッチで、釘止めされる。一方、内側面材13及び外側面材14は、仮留めされる場合、例えば、4隅のみ等の上記ピッチから大幅に間引かれたピッチで、釘止めされる。さらに、釘は、本設の壁部材に対しては、釘の頭が埋まるまで打ち込まれるが、仮留めの場合、打ち込み後も釘の頭を突出させてよい。
上述のように耐力壁217aの外側の外側面材14が仮留めされた状態で第一建物ユニット10の製造が完了し、製造完了後の第一建物ユニット10が建設場所に運搬され設置される。これにより、本設置されていない外側面材14が第一建物ユニット10と共に運搬される。
When the inner side surface member 13 and the outer side surface member 14 are fastened as the wall member of the permanent installation, they are nailed at a roughly determined pitch. On the other hand, when the inner side surface material 13 and the outer side surface material 14 are temporarily fastened, for example, they are nailed at a pitch that is significantly thinned from the above-mentioned pitches such as only the four corners. Further, the nail is driven into the main wall member until the head of the nail is buried, but in the case of temporary fastening, the head of the nail may be projected even after the driving.
As described above, the manufacturing of the first building unit 10 is completed in a state in which the outer side surface material 14 on the outer side of the load bearing wall 217a is temporarily fastened, and the first building unit 10 after the completion of manufacturing is transported to and installed at the construction site. .. As a result, the outer surface member 14 that is not permanently installed is transported together with the first building unit 10.

第一建物ユニット10の上への第二建物ユニット20の積み重ね完了後、仮留めされている外側面材14が一旦取り外される。その後、第一建物ユニットの壁17の上部枠材16aが、釘80を用いて床側横架材21aに留め付け固定される。上部枠材16aの留め付け完了後、外側面材14が、図16において実線で示されるように、土台11から床側横架材21aにわたって延在するように、配置される。さらに、外側面材14は、本設の壁部材として、釘80を用いて、第一建物ユニット10の柱12、間柱15、上部枠材16a、下部枠材16b、土台11、及び第二建物ユニット20の床側横架材21aに留め付け固定される、つまり本固定される。 After the stacking of the second building unit 20 on the first building unit 10 is completed, the temporarily fixed outer surface member 14 is once removed. Then, the upper frame member 16a of the wall 17 of the first building unit is fastened and fixed to the floor-side horizontal member 21a by using the nail 80. After the fastening of the upper frame member 16a is completed, the outer side member 14 is arranged so as to extend from the base 11 to the floor-side horizontal member 21a, as shown by a solid line in FIG. Furthermore, the outer side surface member 14 uses the nail 80 as the wall member of the permanent installation, and the pillar 12, the stud 15, the upper frame member 16a, the lower frame member 16b, the base 11, and the second building of the first building unit 10. The unit 20 is fastened and fixed to the floor-side horizontal member 21a, that is, permanently fixed.

よって、柱12の間で耐力壁217aを形成する間柱15、上部枠材16a、下部枠材16b、内側面材13及び外側面材14は、建物の構造材を構成する柱12、土台11及び床側横架材21aに固定される。さらに、外側面材14は、壁パネル19の耐力壁217aに該当する部分全体を覆う。従って、耐力壁217aは、耐力壁としての機能を有することができる。 Therefore, the stud 15, the upper frame member 16a, the lower frame member 16b, the inner side member 13 and the outer side member 14 that form the bearing wall 217a between the pillars 12 are the pillars 12, the base 11, and the structural members of the building. It is fixed to the floor-side horizontal member 21a. Further, the outer surface member 14 covers the entire portion of the wall panel 19 corresponding to the load bearing wall 217a. Therefore, the load bearing wall 217a can have a function as a load bearing wall.

[効果など]
以上のように、実施の形態に係る建物ユニット1は、建物の建設場所以外で予め組み立てられ、且つ建物の一部を構成する。建物ユニット1は、下側横架材としての土台11と、土台11から上方に延びる複数の柱12と、複数の柱12間に形成される壁17とを備える。壁17は、内側壁面を形成する内パネルとしての内側面材13、間柱15、上部枠材16a及び下部枠材16bと、外側壁面を形成する外パネルとしての外側面材14とを有する。少なくとも一部の外側面材14は、この少なくとも一部の外側面材14の上部且つ内側面材13の外側の壁17の内部に、壁17の外側に向かって開口し且つ柱12の上部に配置される上側横架材としての床側横架材21aに上部枠材16aを固定する作業を可能にする上部空間である間隙Gを形成する。
[Effects]
As described above, the building unit 1 according to the embodiment is preassembled at a place other than the building construction site and constitutes a part of the building. The building unit 1 includes a base 11 as a lower horizontal member, a plurality of columns 12 extending upward from the base 11, and a wall 17 formed between the plurality of columns 12. The wall 17 has an inner side surface member 13 serving as an inner panel forming an inner wall surface, a stud 15, an upper frame member 16a and a lower frame member 16b, and an outer surface member 14 serving as an outer panel forming an outer wall surface. At least a part of the outer surface member 14 is provided at an upper portion of the at least a part of the outer surface member 14 and inside the outer wall 17 of the inner surface member 13 so as to open toward the outside of the wall 17 and at an upper portion of the column 12. A gap G, which is an upper space that enables the operation of fixing the upper frame member 16a to the floor-side horizontal member 21a as the upper horizontal member to be arranged, is formed.

例えば、少なくとも一部の外側面材14は、柱12の上端よりも下方に位置する上端を有し、少なくとも一部の外側面材14の上端の上方に間隙Gを形成し得る。
また、例えば、内パネルは、芯材としての間柱15、上部枠材16a及び下部枠材16bと、間柱15、上部枠材16a及び下部枠材16bの内側に配置され且つ内側壁面を形成する内側面材13とを含み得る。外パネルとしての外側面材14は、間柱15、上部枠材16a及び下部枠材16bの外側に配置される。上部枠材16aが、床側横架材21aに固定される。
For example, at least a part of the outer surface member 14 may have an upper end located below the upper end of the column 12, and the gap G may be formed above the upper end of the at least a portion of the outer surface member 14.
Further, for example, the inner panel is arranged inside the stud 15, the upper frame member 16a and the lower frame member 16b as the core member, and the stud 15, the upper frame member 16a and the lower frame member 16b, and forms an inner wall surface. The side material 13 may be included. The outer surface member 14 as an outer panel is arranged outside the studs 15, the upper frame member 16a, and the lower frame member 16b. The upper frame member 16a is fixed to the floor-side horizontal member 21a.

また、別の態様としての実施の形態に係る建物ユニット1の製造方法は、建物の建設場所以外で予め組み立てられ、且つ建物の一部を構成する建物ユニット1の製造方法である。この方法は、建物の建設場所以外で、建物ユニット1の壁17の内壁部としての内側面材13、間柱15、上部枠材16a及び下部枠材16bを組み立て、下部枠材16bを建物ユニット1の下側構造材としての土台11に固定する工程と、建物の建設場所以外で、建物ユニット1の壁17の外壁部としての外側面材14を部分的に組み立て、壁17の上部に側方外側へ開口する間隙Gを形成する工程と、建物の建設場所で、壁17の上に上側構造材としての床側横架材21aを配置する工程と、建物の建設場所で、床側横架材21aに上部枠材16aを固定し、それにより壁17を耐力壁として形成する工程と、建物の建設場所で、間隙Gの開口部Gaを、外壁部としての外側閉塞面材14aで閉じる工程とを含む。 Further, a method of manufacturing the building unit 1 according to the embodiment as another aspect is a method of manufacturing the building unit 1 that is preassembled at a place other than the building construction site and constitutes a part of the building. This method assembles the inner side surface member 13 as the inner wall portion of the wall 17 of the building unit 1, the studs 15, the upper frame member 16a, and the lower frame member 16b at a place other than the building construction site, and the lower frame member 16b is used as the building unit 1 The step of fixing to the base 11 as the lower structural material of the building, and the outside surface material 14 as the outer wall portion of the wall 17 of the building unit 1 is partially assembled at a place other than the construction site of the building, A step of forming a gap G opening to the outside, a step of arranging a floor-side horizontal member 21a as an upper structural material on the wall 17 at a building construction site, and a floor-side horizontal member at a building construction site. A step of fixing the upper frame material 16a to the material 21a, thereby forming the wall 17 as a load bearing wall, and a step of closing the opening Ga of the gap G with the outer blocking surface material 14a as an outer wall portion at the building construction site. Including and

上述の構成及び方法において、壁17に耐力壁を形成する場合、上部枠材16aを床側横架材21aに釘等を用いて固定する必要がある。間隙Gがあるため、設置済みの外側面材14に除去等の変化を加えることなく、上記固定のための作業が可能になる。これにより、壁17の内側面材13に壁材としての石膏ボード、壁紙等が施工済みであっても、これらへ与える固定作業による影響が低く抑えられる。さらに、内側面材13に石膏ボード、壁紙等が施工済みであると、内側面材13側から、つまり建物ユニット1の内側からの上記固定作業は困難である。よって、建物ユニット1の上部での別の要素との連結を円滑に実施することが可能になる。 In the above-described configuration and method, when forming a bearing wall on the wall 17, it is necessary to fix the upper frame member 16a to the floor-side horizontal member 21a with nails or the like. Because of the gap G, the work for fixing can be performed without changing the installed outer surface member 14 such as removal. As a result, even if a gypsum board as a wall material, a wallpaper, or the like has already been applied to the inner surface material 13 of the wall 17, the effect of the fixing work on these is suppressed to a low level. Furthermore, if a gypsum board, wallpaper, etc. have been applied to the inner side surface material 13, it is difficult to perform the fixing work from the inner side surface material 13 side, that is, from the inside of the building unit 1. Therefore, it becomes possible to smoothly perform the connection with another element on the upper portion of the building unit 1.

実施の形態に係る建物ユニット1では、内パネルとしての間柱15及び下部枠材16b等は、少なくとも一部の外側面材14が間隙Gを形成している状態で、土台11に固定されている。上述の構成において、壁17に耐力壁を形成する場合、上部枠材16aの床側横架材21aへの固定を除く必要な作業を建物ユニット1の組み立ての際に実施しておくことによって、例えば建物の建設場所において、建物ユニット1の上部での迅速な連結作業が可能になる。 In the building unit 1 according to the embodiment, the stud 15 as the inner panel, the lower frame member 16b, and the like are fixed to the base 11 in a state where at least a part of the outer surface member 14 forms the gap G. .. In the above configuration, when forming the bearing wall on the wall 17, by performing necessary work except fixing the upper frame member 16a to the floor-side horizontal member 21a at the time of assembling the building unit 1, For example, in a construction site of a building, quick connection work can be performed on the upper part of the building unit 1.

実施の形態に係る建物ユニット1では、壁17は、第一外パネルとしての外側面材14と、間隙Gを外側から閉塞する第二外パネルとしての外側閉塞面材14aとを有する。外側面材14及び外側閉塞面材14aは、土台11から柱12の上部に配置された床側横架材21aにわたって、内側面材13、間柱15、上部枠材16a及び下部枠材16bを覆う。上述の構成において、土台11から床側横架材21aにわたって壁17全体を覆う外側面材14及び外側閉塞面材14aは、構造材である土台11、柱12及び床側横架材21aに固定されることによって、耐力壁として機能することができる。 In the building unit 1 according to the embodiment, the wall 17 has the outer surface member 14 as the first outer panel and the outer closed surface member 14a as the second outer panel that closes the gap G from the outside. The outer side surface member 14 and the outer closing surface member 14a cover the inner side surface member 13, the studs 15, the upper frame member 16a, and the lower frame member 16b from the base 11 to the floor-side horizontal member 21a arranged above the pillar 12. .. In the above-described configuration, the outer surface member 14 and the outer closing surface member 14a that cover the entire wall 17 from the base 11 to the floor-side horizontal member 21a are fixed to the base 11, the pillar 12, and the floor-side horizontal member 21a that are structural materials. By doing so, it can function as a bearing wall.

実施の形態に係る建物ユニット1では、内側面材13、間柱15、上部枠材16a及び下部枠材16bが構成する内パネル及び外側面材14が構成する外パネルは、柱12に固定される。上述の構成において、内パネル及び外パネルが、床側横架材21a及び土台11に加えて柱12に固定されることによって、壁17は耐力壁を形成する。 In the building unit 1 according to the embodiment, the inner panel formed by the inner side surface member 13, the stud 15, the upper frame member 16a, and the lower frame member 16b and the outer panel formed by the outer surface member 14 are fixed to the column 12. .. In the above-described configuration, the inner panel and the outer panel are fixed to the column 12 in addition to the floor-side horizontal member 21a and the base 11, so that the wall 17 forms a bearing wall.

別の態様としての実施の形態に係る建物ユニット1は、建物の建設場所以外で予め組み立てられ、且つ積み重ねられた状態で建物の一部を構成する。建物ユニット1は、第一建物ユニット10と、第一建物ユニット10の上に積み重ねられる第二建物ユニット20と、第一建物ユニット10の上に積み重ねられた第二建物ユニット20と第一建物ユニット10との接合部に沿って、第一建物ユニット10及び第二建物ユニット20にまたがって延在する中間板材としての外側中間面材14bとを備える。 The building unit 1 according to the embodiment as another aspect constitutes a part of the building in a state where the building unit 1 is preassembled and stacked in a place other than the construction site of the building. The building unit 1 includes a first building unit 10, a second building unit 20 stacked on the first building unit 10, a second building unit 20 stacked on the first building unit 10, and a first building unit. An outer intermediate surface member 14b as an intermediate plate member that extends across the first building unit 10 and the second building unit 20 is provided along the joint portion with 10.

上述の構成において、第一建物ユニット10及び第二建物ユニット20の接合部に存在し得る隙間が、外側中間面材14bによって覆われるため、第一建物ユニット10及び第二建物ユニット20の気密性が向上する。これにより、上記隙間を塞ぐための作業が不要になるため、第一建物ユニット10の上部での別の要素との連結を円滑に実施することが可能になる。さらに、第一建物ユニット10における外側中間面材14bが設置される部位には、外側面材14が取り付けられない。このため、外側面材14の上端は、第一建物ユニット10の上端よりも下方に位置するため、第二建物ユニット20の設置時に外側面材14が受け得る損傷が低減する。 In the above-described configuration, the gap that may exist at the joint between the first building unit 10 and the second building unit 20 is covered by the outer intermediate surface material 14b, so the airtightness of the first building unit 10 and the second building unit 20. Is improved. This eliminates the need for the work for closing the gap, so that the connection with another element at the upper part of the first building unit 10 can be smoothly performed. Furthermore, the outer side surface material 14 is not attached to the site|part where the outer side intermediate surface material 14b is installed in the 1st building unit 10. For this reason, the upper end of the outer surface member 14 is located below the upper end of the first building unit 10, so damage that the outer surface member 14 can receive when the second building unit 20 is installed is reduced.

実施の形態に係る建物ユニット1において、第二建物ユニット20と第一建物ユニット10との接合部では、第一建物ユニット10の壁17の外側壁部材としての外側面材14の上端と、第二建物ユニット20の壁27の外側壁部材としての外側面材24の下端とが、上下方向に間隙をあけて位置する。上記間隙は、第一建物ユニット10及び第二建物ユニット20の接合部に沿って延在し、中間板材としての外側中間面材14bは、上記間隙に配置される。上述の構成において、間隙を埋めるように外側中間面材14bを設置することによって、第一建物ユニット10及び第二建物ユニット20の接合部を被覆することと、これらの外側壁面を連続する滑らかな面にすることとが達成され得る。 In the building unit 1 according to the embodiment, at the joint between the second building unit 20 and the first building unit 10, the upper end of the outer side member 14 as the outer wall member of the wall 17 of the first building unit 10, and The lower end of the outer surface member 24 as the outer wall member of the wall 27 of the two-building unit 20 is located with a gap in the vertical direction. The gap extends along the joint between the first building unit 10 and the second building unit 20, and the outer intermediate face material 14b as the intermediate plate member is arranged in the gap. In the above-described configuration, by installing the outer intermediate surface material 14b so as to fill the gap, the joint portion of the first building unit 10 and the second building unit 20 is covered, and the outer wall surface of these is smooth and continuous. Face-to-face can be achieved.

実施の形態に係る建物ユニット1において、第二建物ユニット20の壁27の外側壁部材としての外側面材24の下端が、第二建物ユニット20の底部に配置される床側横架材21a上に位置する。上述の構成において、外側面材24の下端と外側中間面材14bとの境界が、床側横架材21a上に位置する。よって、この境界に存在し得る隙間が、建物ユニット1の内部に連通することが抑えられる。従って、建物ユニット1の気密性が向上する。 In the building unit 1 according to the embodiment, the lower end of the outer surface member 24 as the outer wall member of the wall 27 of the second building unit 20 is on the floor-side horizontal member 21a arranged at the bottom of the second building unit 20. Located in. In the above-described configuration, the boundary between the lower end of the outer surface member 24 and the outer intermediate member 14b is located on the floor-side horizontal member 21a. Therefore, the gap that may exist at this boundary is prevented from communicating with the inside of the building unit 1. Therefore, the airtightness of the building unit 1 is improved.

実施の形態に係る建物ユニット1において、第二建物ユニット20の外側壁部材としての外側面材24の下端と中間板材としての外側中間面材14bとの境界は、第二建物ユニット20の外側面材24及び外側中間面材14bに内側で隣接する部材間の境界とずれて位置する。さらに、外側中間面材14bと第一建物ユニット10の外側壁部材としての外側面材14の上端と境界は、外側中間面材14b及び第一建物ユニット10の外側面材14に内側で隣接する部材間の境界とずれて位置する。上述の構成において、外側面材14、外側中間面材14b及び外側面材24間の境界に存在し得る隙間が、建物ユニット1の内部に連通することが抑えられる。 In the building unit 1 according to the embodiment, the boundary between the lower end of the outer surface member 24 as the outer wall member of the second building unit 20 and the outer intermediate surface member 14b as the intermediate plate member is the outer surface of the second building unit 20. The material 24 and the outer intermediate surface material 14b are located at positions deviated from the boundaries between members adjacent to each other on the inner side. Further, the outer intermediate panel 14b and the upper end and boundary of the outer panel 14 as the outer wall member of the first building unit 10 are adjacent to the outer intermediate panel 14b and the outer panel 14 of the first building unit 10 on the inside. It is located off the boundary between members. In the above-described configuration, the gap that may exist at the boundary between the outer surface member 14, the outer intermediate surface member 14b, and the outer surface member 24 is suppressed from communicating with the inside of the building unit 1.

別の態様としての実施の形態に係る建物ユニット1は、建物の建設場所以外で予め組み立てられ、且つ建物の一部を構成する。建物ユニット1は、下側横架材としての土台11と、土台11から上方に延びる複数の柱12と、複数の柱12間に形成される壁17とを備える。壁17は、内側壁面を形成する内パネルとしての内側面材13、間柱15、上部枠材16a及び下部枠材16bと、外側壁面を形成する外パネルとしての外側面材14とを有する。外側面材14は、着脱自在に仮固定されている。例えば、壁17は、土台11及び上側横架材としての床側横架材21aに固定されるように構成される。 The building unit 1 according to the embodiment as another aspect is preassembled at a place other than the building construction site and constitutes a part of the building. The building unit 1 includes a base 11 as a lower horizontal member, a plurality of columns 12 extending upward from the base 11, and a wall 17 formed between the plurality of columns 12. The wall 17 has an inner side surface member 13 serving as an inner panel forming an inner wall surface, a stud 15, an upper frame member 16a and a lower frame member 16b, and an outer surface member 14 serving as an outer panel forming an outer wall surface. The outer side surface member 14 is detachably temporarily fixed. For example, the wall 17 is configured to be fixed to the base 11 and the floor-side horizontal member 21a as the upper horizontal member.

上述の構成において、壁17に耐力壁を形成する場合、上部枠材16aを床側横架材21aに固定する際に、外側面材14が取り外され、上記固定後に、外側面材14は、本設置され本固定される。これにより、固定作業が容易になる。また、仮固定されていた外側面材14は、取り外しが容易であり、取り外し時に内側面材13に施工された石膏ボード、壁紙等に与える影響も少ない。よって、建物ユニット1の上部での別の要素との連結を円滑に実施することが可能になる。 In the above-described configuration, when forming the bearing wall on the wall 17, the outer side member 14 is removed when the upper frame member 16a is fixed to the floor-side horizontal member 21a, and after the fixing, the outer side member 14 is The book is installed and fixed. This facilitates the fixing work. Further, the temporarily fixed outer surface member 14 can be easily removed, and has little influence on the gypsum board, the wallpaper, etc., which are constructed on the inner surface member 13 at the time of removal. Therefore, it becomes possible to smoothly perform the connection with another element on the upper portion of the building unit 1.

実施の形態に係る建物ユニット1において、仮固定されている外側面材14は、柱12の上部に配置される床側横架材21aの高さ位置よりも低く位置する。上述の構成において、仮固定されている外側面材14が、第一建物ユニット10への床側横架材21aの連結作業に与える影響が、抑えられる。さらに、建物の建設場所以外で組み立てられた建物ユニット1は、建設場所へトラックなどの運搬車両によって運搬されるが、この際、運搬車両上の建物ユニット1は、道路交通法の高さ制限を満たす必要がある。床側横架材21aの高さ位置よりも低い位置で仮固定されている外側面材14は、建物ユニット1の高さを低く抑え、道路交通法の高さ制限に対応することを可能にする。そして、建設場所では、外側面材14は、例えば、床側横架材21aと重なるような床側横架材21aの高さ位置よりも高く配置されて、土台11及び床側横架材21aに本固定され、耐力壁を形成することができる。 In the building unit 1 according to the embodiment, the temporarily fixed outer surface member 14 is positioned lower than the height position of the floor-side horizontal member 21a arranged above the pillar 12. In the above configuration, the influence of the temporarily fixed outer surface member 14 on the work of connecting the floor-side horizontal member 21a to the first building unit 10 is suppressed. Further, the building unit 1 assembled at a place other than the building construction site is transported to the construction site by a transportation vehicle such as a truck. At this time, the building unit 1 on the transportation vehicle does not meet the height limit of the Road Traffic Act. Need to meet. The outer surface member 14 temporarily fixed at a position lower than the height position of the floor-side horizontal member 21a makes it possible to keep the height of the building unit 1 low and comply with the height limit of the Road Traffic Act. To do. Then, at the construction site, the outer surface member 14 is arranged higher than the height position of the floor-side horizontal member 21a so as to overlap with the floor-side horizontal member 21a, and the base 11 and the floor-side horizontal member 21a are arranged. It can be permanently fixed to and a load bearing wall can be formed.

実施の形態に係る建物ユニット1において、本固定された外側面材14は、柱12の上部に設置された床側横架材21aから土台11にわたって延在する。上述の構成において、外側面材14は、仮固定が解除され本固定つまり本設置される場合、新たな面材が加えられることなく、壁17全体を覆うように構成することができる。 In the building unit 1 according to the embodiment, the permanently fixed outer surface member 14 extends from the floor-side horizontal member 21 a installed on the upper portion of the pillar 12 to the base 11. In the above-described configuration, the outer side surface member 14 can be configured to cover the entire wall 17 without adding a new surface member when the temporary fixing is released and the main fixing, that is, the main installation is performed.

別の態様としての実施の形態に係る建物ユニット1の製造方法は、建物の建設場所以外で予め組み立てられ、且つ建物の一部を構成する建物ユニット1の製造方法である。この方法は、建物の建設場所以外で、建物ユニット1の壁17の内壁部としての内側面材13、間柱15、上部枠材16a及び下部枠材16bを組み立てる工程と、建物の建設場所以外で、建物ユニット1の壁17の外壁部としての外側面材14を組み立て仮固定する工程と、建物の建設場所で、壁17の上に構造材としての床側横架材21aを配置する工程と、建物の建設場所で、仮固定されている外側面材14を取り外し、床側横架材21aと重なるように上方に移動して本固定する工程と含む。
また、仮固定されている外側面材14を取り外した際、上部枠材16aを床側横架材21aに固定する。
A method of manufacturing a building unit 1 according to an embodiment as another aspect is a method of manufacturing a building unit 1 that is preassembled at a place other than a building construction site and that constitutes a part of the building. This method is a method other than the building construction site, including a step of assembling the inner side surface member 13, the studs 15, the upper frame member 16a, and the lower frame member 16b as the inner wall portion of the wall 17 of the building unit 1, and the process other than the building construction site. A step of assembling and temporarily fixing the outer surface member 14 as an outer wall portion of the wall 17 of the building unit 1, and a step of disposing a floor-side horizontal member 21a as a structural member on the wall 17 at a building construction site. In the construction site of the building, the step of removing the temporarily fixed outer side surface member 14 and moving it upward so as to overlap with the floor-side horizontal member 21a and permanently fixing it is included.
Further, when the temporarily fixed outer side member 14 is removed, the upper frame member 16a is fixed to the floor-side horizontal member 21a.

上述の方法において、外側面材14は、本固定つまり本設置される場合の所定の高さ位置よりも低い位置に仮固定される。これにより、組み立て完了後から建設場所に到着するまでの間の建物ユニット1の高さを低く抑えることができる。また、建設場所での建物ユニット1の設置後、壁17に耐力壁を形成する作業が、外側面材14の仮固定を解除した際に容易に実施可能である。 In the method described above, the outer surface member 14 is temporarily fixed, that is, temporarily fixed at a position lower than a predetermined height position when the outer member 14 is permanently installed. This makes it possible to keep the height of the building unit 1 low after the assembly is completed and before reaching the construction site. Further, after the building unit 1 is installed at the construction site, the work of forming the bearing wall on the wall 17 can be easily performed when the temporary fixing of the outer surface member 14 is released.

別の態様での実施の形態に係る建物ユニット1の施工方法は、建物の建設場所以外で予め組み立てられる建物ユニット1を、吊り部材50を用いて吊る方法である。この建物ユニット1の施工方法では、吊り部材50が下部に有する係合部としての係合部材51を建物ユニット1の下部の横架材としての土台11又は床側横架材21aに係合させ、吊り部材50が上部に有する吊り金具53を吊り上げる。 The construction method of the building unit 1 according to the embodiment in another aspect is a method of suspending the building unit 1 preassembled at a place other than the construction site of the building using the suspension member 50. In this construction method of the building unit 1, the hanging member 50 has an engaging member 51 as an engaging portion at a lower portion which is engaged with the base 11 or the floor-side horizontal member 21a as a horizontal member at the lower portion of the building unit 1. The lifting metal fitting 53 provided on the upper part of the hanging member 50 is lifted.

上述の方法において、吊り部材50は、建物ユニット1の下部の土台11又は床側横架材21aに係合して建物ユニット1を吊り上げる。建物ユニット1には、下部から吊り上げ力が作用するため、建物ユニット1を変形させるような建物ユニット1への負荷が低く抑えられる。よって、建物ユニット1の内部で内装等が施工済みであっても、これらが受ける影響を低減することができる。よって、建設場所での建物ユニット1の設置、積み重ねの円滑な実施が可能になる。 In the method described above, the hanging member 50 engages with the base 11 or the floor-side horizontal member 21a below the building unit 1 to lift the building unit 1. Since a lifting force is applied to the building unit 1 from below, a load on the building unit 1 that deforms the building unit 1 can be suppressed low. Therefore, even if the interior or the like has already been constructed inside the building unit 1, it is possible to reduce the influence of these. Therefore, it is possible to smoothly install and stack the building units 1 at the construction site.

実施の形態に係る建物ユニット1の施工方法において、吊り部材50が有し且つ係合部材51及び吊り金具53と接続されたフレーム部としての軸部材52を、建物ユニット1の下部から上部にわたって上下方向に延在させ、且つ、建物ユニット1の上部に上下方向にスライド可能に固定する。上述の方法において、軸部材52の上下方向に延在する姿勢が保持される。これにより、吊り上げに伴い軸部材52に張力が作用した場合、軸部材52の上部が側方に移動することが制限される。例えば、軸部材52の上部が側方にずれるように移動すると、建物ユニット1と干渉し損傷させる可能性がある。また、係合部材51から建物ユニット1に作用する力の方向を上下方向に制御することが可能になる。これにより、建物ユニット1の安定した吊り上げが可能になる。 In the method for constructing the building unit 1 according to the embodiment, the shaft member 52, which is included in the hanging member 50 and is connected to the engaging member 51 and the hanging metal fitting 53, as a frame portion is vertically moved from the lower portion to the upper portion of the building unit 1. And is fixed to the upper part of the building unit 1 so as to be vertically slidable. In the method described above, the posture in which the shaft member 52 extends in the vertical direction is maintained. As a result, when tension is applied to the shaft member 52 due to lifting, the upper portion of the shaft member 52 is restricted from moving laterally. For example, if the upper part of the shaft member 52 is displaced laterally, it may interfere with the building unit 1 and damage it. Further, it becomes possible to control the direction of the force acting from the engagement member 51 on the building unit 1 in the vertical direction. As a result, it is possible to stably lift the building unit 1.

実施の形態に係る建物ユニット1の施工方法において、建物ユニット1における軸部材52が固定される部位に、補強部材60を取り付ける。上述の方法において、吊り上げに伴い軸部材52に張力が作用した場合、軸部材52の上部が、建物ユニット1を押圧する可能性がある。補強部材60は、建物ユニット1の押圧力による建物ユニット1の変形を抑制する。 In the construction method for the building unit 1 according to the embodiment, the reinforcing member 60 is attached to the site of the building unit 1 where the shaft member 52 is fixed. In the method described above, when tension is applied to the shaft member 52 due to lifting, the upper portion of the shaft member 52 may press the building unit 1. The reinforcing member 60 suppresses the deformation of the building unit 1 due to the pressing force of the building unit 1.

実施の形態に係る建物ユニット1の施工方法において、係合部材51を、土台11又は床側横架材21aの下部に係合させ、且つ、土台11又は床側横架材21aの側部に固定する。上述の方法において、係合部材51が、土台11又は床側横架材21aに対して移動することが抑制される。係合部材51と土台11又は床側横架材21aとの安定した係合が達成される。 In the construction method of the building unit 1 according to the embodiment, the engaging member 51 is engaged with the lower portion of the base 11 or the floor-side horizontal member 21a, and the side portion of the base 11 or the floor-side horizontal member 21a is provided. Fix it. In the method described above, the engagement member 51 is prevented from moving with respect to the base 11 or the floor-side horizontal member 21a. Stable engagement between the engaging member 51 and the base 11 or the floor-side horizontal member 21a is achieved.

実施の形態に係る建物ユニット1の施工方法において、他の建物ユニット1の上に積み重ねられる建物ユニット1の床側横架材21aの下部に、係合部材51が嵌り込む凹部21aaを形成する。上述の方法において、建物ユニット1が平坦な設置面上に設置される場合でも、設置後の係合部材51が、建物ユニット1と設置面との間で挟まれることが抑えられ、係合部材51の除去が容易になる。 In the construction method of the building unit 1 according to the embodiment, the recess 21aa into which the engaging member 51 is fitted is formed in the lower portion of the floor-side horizontal member 21a of the building unit 1 stacked on another building unit 1. In the above-mentioned method, even when the building unit 1 is installed on a flat installation surface, the engagement member 51 after installation is prevented from being sandwiched between the building unit 1 and the installation surface, and the engagement member It becomes easy to remove 51.

実施の形態に係る建物ユニット1の施工方法において、基礎40上に設置される建物ユニット1の土台11の下部に、係合部材51を掛け、基礎40上に、係合部材51に対応する領域をあけて緩衝材41を敷設し、基礎40上に建物ユニット1を設置し係合部材51を取り除いた後、上記領域に緩衝材41を設置する。上述の方法において、建物ユニット1の設置後、係合部材51が、建物ユニット1と緩衝材41との間で挟まれることが抑えられ、その除去が容易になる。 In the construction method of the building unit 1 according to the embodiment, the engaging member 51 is hung on the lower portion of the base 11 of the building unit 1 installed on the foundation 40, and the area corresponding to the engaging member 51 on the foundation 40. After laying the cushioning material 41, the building unit 1 is installed on the foundation 40 and the engaging member 51 is removed, and then the cushioning material 41 is installed in the area. In the above method, after the building unit 1 is installed, the engagement member 51 is suppressed from being sandwiched between the building unit 1 and the cushioning material 41, and the removal thereof is facilitated.

別の態様での実施の形態に係る建物ユニット1の吊り部材50は、建物の建設場所以外で予め組み立てられる建物ユニット1を吊るための吊り部材である。上記吊り部材50は、建物ユニット1の下部の土台11又は床側横架材21aに係合する係合部材51と、係合部材51よりも上方に位置する吊り金具53と、係合部材51と吊り金具53とを連結するフレーム部材としての軸部材52と、建物ユニット1の上部に取り付けられ且つ軸部材52の上部を水平方向に拘束する拘束部材54とを備える。上述の構成においても、吊り上げに伴い軸部材52に張力が作用した場合、軸部材52と建物ユニット1と干渉が抑えられ、係合部材51から建物ユニット1に作用する力の方向を上下方向に制御することが可能になる。 The hanging member 50 of the building unit 1 according to the embodiment in another aspect is a hanging member for hanging the building unit 1 preassembled at a place other than the building construction site. The suspending member 50 includes an engaging member 51 that engages with the base 11 or the floor-side horizontal member 21 a below the building unit 1, a suspending metal member 53 located above the engaging member 51, and an engaging member 51. A shaft member 52 as a frame member that connects the suspension member 53 with the hanging metal member 53, and a restraint member 54 that is attached to the upper portion of the building unit 1 and restrains the upper portion of the shaft member 52 in the horizontal direction. Also in the above configuration, when tension is applied to the shaft member 52 due to lifting, the interference between the shaft member 52 and the building unit 1 is suppressed, and the direction of the force acting from the engaging member 51 to the building unit 1 is changed in the vertical direction. It becomes possible to control.

実施の形態に係る建物ユニット1の吊り部材50では、吊り金具53と軸部材52とは、ねじ結合を介して着脱可能に連結され、軸部材52と係合部材51とは、ねじ結合を介して着脱可能に連結される。上述の構成において、建物ユニット1への吊り部材50の取り付け及び除去が容易になる。 In the hanging member 50 of the building unit 1 according to the embodiment, the hanging metal fitting 53 and the shaft member 52 are detachably connected via a screw connection, and the shaft member 52 and the engaging member 51 are connected via a screw connection. And detachably connected. With the above-described configuration, it is easy to attach and remove the hanging member 50 to and from the building unit 1.

実施の形態に係る建物ユニット1の吊り部材50では、係合部材51は、土台11又は床側横架材21aに下方から掛けられる掛部51aaと、土台11又は床側横架材21aの側部に留め付けられる固定部としての接続部51abとを有する。上述の構成において、係合部材51と土台11又は床側横架材21aとの安定した係合が可能になり、建物ユニット1の安定した吊り上げが可能になる。 In the hanging member 50 of the building unit 1 according to the embodiment, the engaging member 51 includes a hanging portion 51aa that is hung from the bottom of the base 11 or the floor-side horizontal member 21a and a side of the base 11 or the floor-side horizontal member 21a. And a connection portion 51ab as a fixed portion that is fastened to the portion. In the above configuration, the engagement member 51 and the base 11 or the floor-side horizontal member 21a can be stably engaged, and the building unit 1 can be stably lifted.

[その他]
以上、本発明について、上記実施の形態に基づいて説明したが、本発明は、上記実施の形態に限定されるものではない。
実施の形態では、2つの建物ユニット1が備えられる例について示したが、建物ユニット1は1つのみ又は3つ以上であってもよい。
実施の形態では、2つの建物ユニット1が建物の1階と2階とをそれぞれ構成する例について示したが、これに限定されない。建物ユニット1は、3階以上の上層階を構成してもよく、地下1階等の地階を構成してもよい。
[Other]
Although the present invention has been described based on the above embodiment, the present invention is not limited to the above embodiment.
In the embodiment, the example in which the two building units 1 are provided has been described, but the number of the building units 1 may be only one or three or more.
In the embodiment, the example in which the two building units 1 respectively configure the first floor and the second floor of the building has been shown, but the present invention is not limited to this. The building unit 1 may form upper floors of three or more floors, and may form a basement floor such as the first basement floor.

実施の形態では、1つ以上の建物ユニット1が木造軸組工法によって形成される例について示したが、これに限定されない。例えば、2×4工法などの木造枠組壁工法、又は、鉄骨造等の他の工法が、建物ユニット1に用いられてもよい。よって、建物ユニット1の柱材は、木材に限らず、鉄骨材でもよい。また、建物ユニット1の柱材は、建物ユニット1の枠の一部でもよい。
実施の形態では、建物ユニット1の側面には、外壁の施工がなされなかったが、これに限定されるものでない。建物ユニット1の側面が建物の外壁になる場合、板壁、塗壁又は張壁などの外壁の施工がなされてもよい。外壁の施工は、工場で予め行われてもよく、建設場所で行われてもよい。
In the embodiment, an example in which one or more building units 1 are formed by the wooden frame construction method has been described, but the present invention is not limited to this. For example, a wooden frame wall construction method such as a 2×4 construction method, or another construction method such as a steel frame construction may be used for the building unit 1. Therefore, the pillar material of the building unit 1 is not limited to wood, but may be steel frame material. Further, the pillar material of the building unit 1 may be a part of the frame of the building unit 1.
In the embodiment, the outer wall is not constructed on the side surface of the building unit 1, but the invention is not limited to this. When the side surface of the building unit 1 is an outer wall of the building, an outer wall such as a plate wall, a painted wall, or a stretched wall may be installed. The construction of the outer wall may be performed in advance at the factory or at the construction site.

その他、各実施の形態に対して当業者が思いつく各種変形を施して得られる形態や、本発明の趣旨を逸脱しない範囲で各実施の形態における構成要素及び機能を任意に組み合わせることで実現される形態も本発明に含まれる。 In addition, it can be realized by making various modifications to those skilled in the art by those skilled in the art, or by arbitrarily combining the components and functions of each embodiment without departing from the spirit of the present invention. The form is also included in the present invention.

1 建物ユニット
11 土台(下側横架材、下側構造材)
12,22 柱
13,23 内側面材(内パネル)
14,24 外側面材(外パネル、第一外パネル、外壁部)
14a 外側閉塞面材(第二外パネル)
15,25 間柱(内パネル、内壁部)
16a 上部枠材(内パネル、内壁部)
16b 下部枠材(内パネル、内壁部)
17,27 壁
21a 床側横架材(上側横架材、上側構造材)
G 間隙(上部空間)
Ga 開口部
1 Building unit 11 Base (lower horizontal material, lower structural material)
12,22 Pillars 13,23 Inner side material (inner panel)
14, 24 Outer side material (outer panel, first outer panel, outer wall)
14a Outside blocking surface material (second outer panel)
15,25 studs (inner panel, inner wall)
16a Upper frame material (inner panel, inner wall)
16b Lower frame material (inner panel, inner wall)
17, 27 Wall 21a Floor-side horizontal material (upper horizontal material, upper structural material)
G gap (upper space)
Ga opening

Claims (6)

建物の建設場所以外で予め組み立てられ、且つ前記建物の一部を構成する建物ユニットであって、
第一建物ユニットと、
前記第一建物ユニットの上に積み重ねられる第二建物ユニットとを備え、
前記第一建物ユニット及び前記第二建物ユニットの各々は、
下側に位置する横架材と、
記横架材から上方に延びる複数の柱と、
前記複数の柱間に形成される壁であって、内側壁面を形成する内パネルと、外側壁面を形成する外パネルとを有する壁とを備え、
前記第一建物ユニットにおける少なくとも一部の前記外パネルは、前記少なくとも一部の外パネルの上部且つ前記内パネルの外側の前記壁の内部に、前記壁の外側に向かって開口し且つ前記第二建物ユニットの前記横架材に前記第一建物ユニットの前記内パネルを固定する作業を可能にする上部空間を形成し、
前記壁は、前記少なくとも一部の外パネルとしての第一外パネルと、前記第一建物ユニットと前記第二建物ユニットとの境界を覆うように前記上部空間を外側から閉塞する第二外パネルとを有し、
前記第一外パネル及び前記第二外パネルは、前記第一建物ユニットの前記横架材から前記第二建物ユニットの前記横架材にわたって、前記内パネルを覆う
建物ユニット。
A building unit preassembled at a place other than the building construction site and forming a part of the building,
The first building unit,
A second building unit stacked on top of the first building unit,
Each of the first building unit and the second building unit,
A horizontal material located on the lower side,
A plurality of posts extending upwardly from the front Kiyoko bridging member,
A wall formed between the plurality of pillars, the wall including an inner panel forming an inner wall surface and an outer panel forming an outer wall surface,
Wherein at least a portion of the outer panel in the first building unit, the inside of at least part of the outer panel upper and outer side of the wall of the panel, open towards the outside of the wall and the second Forming an upper space that enables the work of fixing the inner panel of the first building unit to the horizontal member of the building unit ,
The wall, a first outer panel as the at least a portion of the outer panel, and a second outer panel closing the upper space from the outside so as to cover the boundary between the first building unit and the second building unit. Have
The first outer panel and the second outer panel are building units that cover the inner panel from the horizontal member of the first building unit to the horizontal member of the second building unit.
前記少なくとも一部の外パネルは、前記柱の上端よりも下方に位置する上端を有し、前記少なくとも一部の外パネルの前記上端の上方に前記上部空間を形成する
請求項1に記載の建物ユニット。
The building according to claim 1, wherein the at least part of the outer panel has an upper end located below an upper end of the pillar, and forms the upper space above the upper end of the at least part of the outer panel. unit.
前記内パネルは、前記少なくとも一部の外パネルが前記上部空間を形成している状態で、前記横架材に固定されている
請求項1または2に記載の建物ユニット。
Said panel, said at least a portion of the outer panel in a state where the forms the upper space, the building unit according to prior Kiyoko bridging member according to claim 1 or 2 is fixed to.
前記内パネルは、芯材と、前記芯材の内側に配置され且つ内側壁面を形成する内側面材とを含み、
前記外パネルは、前記芯材の外側に配置され、
前記第一建物ユニットの前記芯材前記第二建物ユニットの記横架材に固定される
請求項1〜3のいずれか一項に記載の建物ユニット。
The inner panel includes a core material, and an inner side surface material that is disposed inside the core material and forms an inner wall surface,
The outer panel is disposed outside the core material,
Wherein the core member of the first building unit, building unit according to claim 1 which is fixed to the front Kiyoko bridging material of the second building unit.
前記内パネル及び前記外パネルは、前記柱に固定される
請求項1〜のいずれか一項に記載の建物ユニット。
The panel and the outer panel, building unit according to any one of claims 1 to 4 which is fixed to the pillar.
建物の建設場所以外で予め組み立てられ、且つ前記建物の一部を構成する建物ユニットの製造方法であって、
前記建物ユニットは、
第一建物ユニットと、前記第一建物ユニットの上に積み重ねられる第二建物ユニットとを備え、
前記第一建物ユニット及び前記第二建物ユニットの各々は、
下側に位置する横架材と、
前記横架材から上方に延びる複数の柱と、
前記複数の柱間に形成される壁であって、内側壁面を形成する内パネルと、外側壁面を形成する外パネルとを有する壁とを備え、
前記建物ユニットの製造方法は、
前記建物の建設場所以外で、前記第一建物ユニット及び前記第二建物ユニットの各々における前記壁の前記内パネルを組み立て、前記第一建物ユニットの前記内パネルを前記第一建物ユニットの横架材に固定する工程と、
前記建物の建設場所以外で、前記第一建物ユニット及び前記第二建物ユニットの各々における前記壁の前記外パネルを部分的に組み立て、前記第一建物ユニットにおける前記壁の上部に側方外側へ開口する上部空間を形成する工程と、
前記建物の建設場所で、前記第一建物ユニットの前記壁の上に前記第二建物ユニットの前記横架材を配置する工程と、
前記建物の建設場所で、前記第二建物ユニットの前記横架材に前記第一建物ユニット及び前記第二建物ユニットの各々の前記内パネルを固定し、それにより前記壁を耐力壁として形成する工程と、
前記建物の建設場所で、前記上部空間の開口を、前記第一建物ユニット及び前記第二建物ユニットの前記外パネルで閉じる工程とを含み、
前記壁は、前記少なくとも一部の外パネルとしての第一外パネルと、前記第一建物ユニットと前記第二建物ユニットとの境界を覆うように前記上部空間を外側から閉塞する第二外パネルとを有し、
前記第一外パネル及び前記第二外パネルは、前記第一建物ユニットの前記横架材から前記第二建物ユニットの前記横架材にわたって、前記内パネルを覆う
建物ユニットの製造方法。
A method of manufacturing a building unit preassembled at a place other than a building construction site and forming a part of the building,
The building unit is
A first building unit and a second building unit stacked on top of the first building unit,
Each of the first building unit and the second building unit,
A horizontal material located on the lower side,
A plurality of columns extending upward from the horizontal member,
A wall formed between the plurality of pillars, the wall including an inner panel forming an inner wall surface and an outer panel forming an outer wall surface,
The method of manufacturing the building unit is
In addition the construction site of the building, the assembly the panel of the wall at each of the first building unit and the second building unit, horizontal member of the first building unit to the panel of the first building unit Fixed to
Partially assembling the outer panel of the wall in each of the first building unit and the second building unit , other than the building construction site, and opening laterally outward at the top of the wall in the first building unit Forming an upper space to
Arranging the cross members of the second building unit on the wall of the first building unit at the building construction site;
Fixing the inner panel of each of the first building unit and the second building unit to the horizontal member of the second building unit at the construction site of the building , thereby forming the wall as a bearing wall When,
In construction site of the building, the opening of the upper space, seen including a step of closing at the outer panel of the first building unit and the second building unit,
The wall, a first outer panel as the at least a portion of the outer panel, and a second outer panel closing the upper space from the outside so as to cover the boundary between the first building unit and the second building unit. Have
The said 1st outer panel and the said 2nd outer panel are the manufacturing methods of the building unit which covers the said inner panel from the said horizontal member of the said 1st building unit to the said horizontal member of the said 2nd building unit .
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