JP2018017092A - Building unit and manufacturing method of building unit - Google Patents

Building unit and manufacturing method of building unit Download PDF

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JP2018017092A
JP2018017092A JP2016150451A JP2016150451A JP2018017092A JP 2018017092 A JP2018017092 A JP 2018017092A JP 2016150451 A JP2016150451 A JP 2016150451A JP 2016150451 A JP2016150451 A JP 2016150451A JP 2018017092 A JP2018017092 A JP 2018017092A
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building unit
wall
building
floor
base
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JP6697763B2 (en
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足立 喜世子
Kiyoko Adachi
喜世子 足立
悠 三田
Yu Mita
悠 三田
荒金 仙英
Norihide Arakane
仙英 荒金
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Panasonic Intellectual Property Management Co Ltd
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Panasonic Intellectual Property Management Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a technology which facilitates connection with another element at an upper part of a building unit.SOLUTION: A building unit 1 is assembled beforehand in a place other than a construction site of a building and constitutes one part of the building, and it includes: a base 11 as a lower side horizontal member; a plurality of pillars 12 extending upward from the base 11; and a wall 17 formed between the plurality of pillars 12. The wall 17 includes an inside surface material 13 as an inner panel for forming an inside wall surface, a stud 15, an upper frame material 16a, a lower frame material 16b, and an outside surface material 14 as an outer panel for forming an outside wall surface. The outside surface material 14 is temporarily fixed in a detachable manner.SELECTED DRAWING: Figure 16

Description

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 constituting 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。   In general, all construction of a building such as a house is performed at the building construction site. For example, in the case of a wooden house, after the concrete foundation is constructed at the construction site, pillars, beams, etc., which constitute the framework of the house, a floor, a wall, etc. are constructed on the concrete foundation, and then the water Construction work for housing equipment such as equipment and electrical equipment will be implemented. Housing equipment installed at a construction site may cause variations in construction accuracy, and may be a factor for extending the construction period. For example, Patent Document 1 describes a technique in which an equipment unit including a bathroom, a toilet, a washing place, a kitchen, and the like is produced in a factory and installed at a construction site. The equipment units are divided 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。   Building units, such as equipment units, that form part of a building, such as a house, are installed at the construction site, and then receive roof construction on the top, or if the building has a structure of two or more stories, May receive a stack 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 facilitate connection with another element at the top.

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、前記外パネルは、着脱自在に仮固定されている。   In order to achieve the above object, a building unit according to an aspect of the present invention is a building unit that is pre-assembled at a place other than a building construction location and constitutes a part of the building, and includes a lower horizontal member, A plurality of columns extending upward from the lower horizontal member; a wall formed between the plurality of columns, an inner panel forming an inner wall surface; and a wall having an outer panel forming an outer wall surface; The outer panel is temporarily fixed in a detachable manner.

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組み立て仮固定する工程と、前記建物の建設場所で、前記壁の上に構造材を配置する工程と、前記建物の建設場所で、仮固定されている前記外壁部を取り外し、前記構造材と重なるように上方に移動して本固定する工程と含む。   A manufacturing method of a building unit according to one aspect of the present invention is a manufacturing method of a building unit that is pre-assembled at a place other than a building construction location and constitutes a part of the building, and is outside the construction location of the building, A step of assembling an inner wall portion of the wall of the building unit; a step of assembling and temporarily fixing an outer wall portion of the wall of the building unit other than the construction site of the building; and a structure on the wall at the construction location of the building A step of disposing a material, and a step of removing the temporarily fixed outer wall portion at the construction site of the building and moving it upward so as to overlap with the structural material and fixing it.

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 etc. which concern on this invention, the connection with another element in the upper part can be made smooth.

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 direction II which goes down the cross section which cut | disconnects the 1st building unit of FIG. 1 in a horizontal direction. 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 a 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 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。It is a cross-sectional side view along the VII-VII line of the load-bearing wall of the 1st building unit of FIG. 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。It is a cross-sectional side view along the VIII-VIII line of the non-bearing wall of the 1st building unit of FIG. 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。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 of FIG. 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。FIG. 10 is a perspective view showing a state in which the first 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 in 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 in case 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 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。   Below, the building unit which concerns on embodiment of this invention is demonstrated in detail using drawing. Note that each of the embodiments described below shows a preferred specific example of the present invention. Therefore, numerical values, shapes, materials, components, arrangement and connection forms of components, steps (processes), order of steps, and the like shown in the following embodiments are merely examples, and are not intended to limit the present invention. . Therefore, among the constituent elements in the following embodiments, constituent elements that are not described in the independent claims showing the highest concept of the present invention are described as optional 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。   Each figure is a mimetic diagram and is not necessarily illustrated strictly. Moreover, in each figure, the same code | symbol is attached | subjected about the same structural member. Further, in the following embodiments, expressions accompanied by “substantially” such as substantially the same or substantially square may be used. For example, substantially the same means not only that they are completely the same, but also means that they are substantially the same, i.e. include, for example, a few percent difference. The same applies to expressions using other “abbreviations”.

[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 | summary of the building unit 1 which concerns on embodiment is demonstrated using FIG. FIG. 1 is a perspective view schematically showing the exterior of a building unit 1 according to the embodiment. The building unit 1 constitutes a part of a building. When a building is constructed using the building unit 1, other structures such as an entrance and a living room are constructed around the building unit 1 with the building unit 1 installed at the construction site as a core. For example, building columns, beams, outer walls, inner walls, ceilings, and the like are constructed based on the building unit 1. Such a building unit 1 is also called a core unit that becomes a core when a building is constructed. In the present embodiment, the building to which the building unit 1 is applied is a wooden house, but may be a non-wooden house in which only a part is wooden, or may be a non-house other than a wooden or wooden structure such as a store, a factory, or a warehouse. Good. In the present embodiment, the building is a two-story building, but it may be a three-story building or more, and may further have a basement, and may have a basement if it has a basement.

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 water facilities and electrical facilities necessary for a house. By concentrating most of the water facilities in the building unit 1, it is possible to secure a large 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 constitute an outer wall of the building. In a building, one or more building units 1 are stacked and arranged one above the other. The plurality of building units 1 constitute, for example, a part of a house having two or more stories. In this case, the plurality of building units 1 can be stacked and connected to each other to constitute each of 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 shaft assembly method. Specifically, each of the first building unit 10 and the second building unit 20 includes a framework formed of a plurality of horizontal members such as columns and beams, a face material, 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 floor among a plurality of floors, and the second building unit 20 constitutes a floor directly 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 a building and constructed together 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 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 assembled in advance at a place other than the construction place of the building such as a factory. That is, the first building unit 10 and the second building unit 20 are industrialized units in which various facilities are incorporated in advance in a factory or the like. The factory production of the building unit 1 makes it possible to manufacture the high-quality and high-functional building unit 1 and further reduce the construction period at the construction site.
The first building unit 10 and the second building unit 20 assembled in the factory, that is, manufactured in the factory, are each transported to a construction site by a transport vehicle such as a truck. The transported first building unit 10 and second building unit 20 are stacked and installed at the 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。   Each of the first building unit 10 and the second building unit 20 as described above has a size equivalent to a substantially rectangular parallelepiped outer shape. 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 Law when placed on the platform of a transport vehicle such as a truck. As an example, each of the first building unit 10 and the second building unit 20 has a planar 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。
[Configuration of first building unit and second building unit]
Specific configurations of the first building unit 10 and the second building unit 20 will be described. Referring to FIG. 1, the first building unit 10 constituting the first floor of the building and the second building unit 20 constituting the second floor of the building are each an architectural structure as a frame structure by a wooden frame construction method, for example. Is provided. The building structure includes a frame assembly made of building materials such as horizontal members such as beams and foundations, and pillars, and a floor assembly made of building materials such as pulling. The horizontal member constitutes the base of the first building unit 10 and the beam of the second building unit 20. The building structure is assembled in advance in a place other than the construction place 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 rectangular frame-shaped base 11, a plurality of pillars 12 built on the base 11, an inner side surface member 13 spanned between the pillars 12, and On the outer side surface material 14, a plurality of intermediate columns 15 disposed between the columns 12, a plurality of unillustrated pullings that span the base 11, a floor surface material (not illustrated) that is laid on the pullouts, and an upper portion of the columns 12 It is formed by a ceiling panel (not shown) to be installed. FIG. 2 is a cross-sectional view of the first building unit 10 of FIG. 1 cut in the horizontal direction and viewed in the 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 inter-columns 15 extend in the up-down direction, and the base 11 and the overdrawing 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。   At the bottom of the column 12, a column base fitting for connecting the column 12, the base 11, and the large pull together is attached. In the present embodiment, the first building unit 10 does not include a beam on the ceiling side, specifically, a torso and a second floor beam. And when installing the 2nd building unit 20 on the 1st building unit 10, the trunk line arrange | positioned on the floor side of the 2nd building unit 20 and the upper part of the some pillar 12 of the 1st building unit 10 and The floor-side horizontal member 21a constituting the second-floor floor beam is connected also as a beam on the ceiling side of the first building unit 10 or the like. In the present embodiment, the base 11, the pillar 12, the inner side face member 13, the outer side face member 14, the intermediate pillar 15, and a building material such as a large drawing (not shown) are wood. Furthermore, the inner side surface material 13 and the outer side surface material 14 are comprised by board | plate materials, such as a 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 pillar 12, the inner side face material 13, the outer side face material 14, and the interposition pillar 15 form a wall 17 of the first building unit 10. The inner surface material 13 and the outer surface material 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 can be installed on the inner side surface material 13 disposed inside the wall 17. Furthermore, wallpaper can be affixed on the wall material. The outer side member 14 is disposed outside the wall 17. The pillar 12, the inner side face member 13, the outer side face member 14, and the interposition pillar 15 may be individually assembled to the base 11, or may be assembled as a wall panel 19 as shown in FIG. Good. The wall 17 may be formed by the wall panel 19 being built on the base 11. FIG. 3 is a perspective view showing an example of a wall panel constituting 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 in parallel, a plurality of middle pillars 15 arranged substantially parallel to the pillars 12 between the pillars 12, an upper portion of the plurality of pillars 12, and It includes an upper frame member 16 a that connects the upper portions of the plurality of intermediate columns 15, a lower frame member 16 b that connects the lower portions of the plurality of columns 12 and the lower portions of the plurality of intermediate columns 15, an inner side surface member 13, and a wall member 18. The inner side surface member 13 is disposed on one of two wall surfaces formed by the frame of the wall panel 19 formed by the columns 12, the inter-columns 15, the upper frame member 16a, and the lower frame member 16b assembled together. The wall material 18 is a plaster 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 frame of the wall panel 19 is covered with the outer face material 14 after the wall panel 19 is installed on the base 11. In addition, an engagement hole 12 a extending in the axial direction is formed on 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, each of the column 12 alone and the wall panel 19 of the wall 17 has a plurality of rod-like shapes protruding from the upper surface of the base 11 in the engagement holes 12 a on the lower end surface of the column 12. It is built on the base 11 while inserting the connecting bracket 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 column 12 and the wall panel 19 are positioned and fixed with respect to the base 11 by the engagement of the coupling metal 11a and the engagement hole 12a. Therefore, the construction of the wall 17 is simple and quick. In addition, the connection metal fitting 11a may be provided independently in the base 11, and may be provided as a part of the column base metal fitting 11b arrange | positioned in the base 11. FIG.

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 bearing wall 17a is a wall having the ability to resist horizontal loads due to earthquakes, winds, and the like. The load bearing wall 17a is structurally fixed to a building, for example, fixed to a structural material of the building. The bearing wall 17a is an element that plays a structural role in the building. The non-bearing wall 17b is an element that does not play a structural role in the building. The non-bearing wall 17b is not structurally fixed to the building. In the present embodiment, the base 11 and the pillar 12 of the first building unit 10, the floor side horizontal member 21 a and the column 22 of the second building unit 20, and the ceiling side horizontal member 21 b described later are included in the load-bearing wall 17 a. It is a building structural material that is fixed. For example, at least one load bearing wall 17a extends along the longitudinal direction of the first building unit 10 and is disposed on each of the longitudinal side portions 10a and 10c facing each other. The building unit 10 is disposed on each of the short side portions 10b and 10d that extend along the short direction of the building unit 10 and face each other. 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 FIGS. 1 and 5, the building structure of the second building unit 20 includes a floor-side horizontal member 21 a, a plurality of pillars 22, an inner side face member 23 and an outer side face piece 24, spanned between the pillars 22, and pillars. 22, a plurality of intermediate columns 25, a ceiling-side horizontal member 21 b arranged on the upper part of the column 22, a floor material (not shown) installed on the floor-side horizontal member 21 a, and an upper part of the column 22. It is formed by a ceiling panel or the like (not shown). Similarly to the first building unit 10, the floor material may be composed of a floor surface material or the like. FIG. 5 is a cross-sectional view of the cross section of the second building unit 20 of FIG. 1 cut in the horizontal direction as viewed 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 columns 22 and the inter-columns 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 trunk and a second-floor floor beam, and the ceiling-side horizontal member 21b is configured by a second-floor ceiling beam and the like.

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 disposed on the floor-side horizontal member 21 a and the ceiling-side horizontal member 21 b is disposed on the upper end of the pillar 22. The floor-side horizontal member 21a and the ceiling-side horizontal member 21b may be disposed on the side portion of the column 22.
In the present embodiment, building materials such as the floor-side horizontal member 21a, the columns 22, the inner side surface material 23, the outer side surface material 24, the inter-columns 25, and the ceiling-side horizontal material 21b are wood. Furthermore, the inner surface material 23 and the outer surface material 24 are made of a plate material such as a 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 column 22, the inner side surface material 23, the outer side surface material 24, and the intermediate column 25 form a wall 27 of the second building unit 20. The inner surface material 23 and the outer surface material 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 further, wallpaper can be pasted on the wall material. The outer side surface member 24 is disposed 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 column 22 of the second building unit 20 are building structural materials to which the 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 surface material 23, the outer side surface material 24, and the interposition pillar 25 may be individually assembled to the floor side horizontal member 21 a, and before the assembly to the floor side horizontal material 21 a, the first building unit 10. It may be assembled as a wall panel similar to the wall panel 19 and built on the floor-side horizontal member 21a. In any of the pillar 22 alone and the wall panel of the wall 27, these are provided with a plurality of connecting metal fittings protruding from the upper surface of the floor-side horizontal member 21a in each of the engagement holes formed in the lower end surface of the pillar 22. It is built on the floor side horizontal member 21a while being inserted.

[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]
Referring to FIGS. 1, 2, and 5, in the present embodiment, building unit 1 includes equipment. The equipment is specifically residential equipment, and includes, for example, watering equipment, electrical equipment, air-conditioning ventilation equipment, interior decoration, and the like. Each facility is installed in advance at a location other than the construction site in at least one of the plurality of building units 1 arranged in the building.
The watering facility includes, for example, at least one of a bath (bathroom), a toilet, a sink, and a kitchen. The watering equipment may further include a water heater (hot water system), including drainage pipes installed in a pipe space formed in the back of the ceiling, under the floor or in the wall, water supply pipes and hot water supply pipes, etc. 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 wash basin 32 are installed inside the first building unit 10. Furthermore, a space 33 in which facility equipment can be arranged is provided inside the first building unit 10. A power outlet is disposed 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 wash basin 32, and a unit bath 34 are installed inside the second building unit 20. Although not shown, various pipes are arranged in a space between the first building unit 10 and the second building unit 20.

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 interphone, an information board, an operation panel for operating various equipment, a creation cooperation apparatus (creation cooperation system), and equipment such as lighting. The electrical facilities may further include switches, outlets, and wiring facilities such as information wiring and electrical wiring. A distribution board, an intercom, an information board, an operation panel, a creation cooperation device, a switch, an outlet, and the like can be arranged indoors. Various wirings can be placed behind the ceiling, under the floor or in the 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 a ceiling or the like, a ventilation fan, and the like. The air conditioning ventilation facility may further include various pipes such as a duct installed in the pipe space.
The interior may include finishing materials, joinery, storage tools, and the like applied to the floor, wall, ceiling, and the like in the building unit 1.

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 quantity of each above-mentioned installation, arrangement | positioning, etc. are only examples, and are not specifically limited. For example, in this Embodiment, although the structure where both the 1st building unit 10 and the 2nd building unit 20 are equipped with watering equipment is illustrated, only one of the 1st building unit 10 and the 2nd building unit 20 is shown. May be equipped with watering equipment.

[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. 2 and 5, in the first building unit 10 and the second building unit 20, the load bearing walls 17 a and 27 a are partially disposed on the walls 17 and 27. Each bearing wall 17a and 27a forms a wall between two adjacent pillars 12. The positions of the bearing walls 17a and 27a are determined by structural calculations 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 FIG.6 and FIG.7, the structure of the load-bearing wall 17a of the 1st building unit 10 is demonstrated. FIG. 6 is a perspective view showing the external appearance of the first building unit 10 after completion of manufacture in the factory. FIG. 7 is a cross-sectional side view taken along line VII-VII of the load-bearing wall 17a of the first building unit 10 of FIG. The bearing wall 17a is formed of the same member as the non-bearing wall 17b. The load bearing wall 17 a has a configuration in which, for example, a wall surface opposite to the inner side surface member 13 with respect to the wall panel 19 of FIG. 3 is covered with an outer side surface material 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 load bearing wall 17 a is formed using the wall panel 19. Specifically, the wall panel 19 is built on the base 11 while inserting the connecting metal fitting 11 a of the base 11 into the engagement hole 12 a of the column 12. Further, the connecting metal 11 a is joined to the column 12 and fixed to the column 12. Further, in a portion corresponding to the bearing wall 17 a, the lower frame member 16 b of the wall panel 19 is fastened and fixed to the base 11 using a nail 80. As a result, the inner side surface material 13 and the intermediate pillar 15 fastened and fixed to the lower frame member 16b using the nail 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 fixed to the column 12 by using nails. As shown in FIG. 7, when the floor material 101 is interposed between the wall panel 19 and the base 11, the floor material 101 is partially interposed. The floor material 101 may be made of a plate material such as plywood, and a floor material 102 for makeup may be laid on the floor material 101. Further, a filling material 103 for filling the gap is inserted outside the edge of the floor material 101 in the gap between the wall panel 19 and the base 11. The filling material 103 is wood. The nail 80 is driven into the base 11 through the lower frame member 16b and the padding material 103, and fixes the lower frame member 16b and the padding material 103 to the base 11, but does not fix the floor surface material 101 to the base 11. . Thereby, the floor material 101 is not fixed to the wall panel 19 but 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。
Thereafter, the outer face material 14 is attached to the wall panel 19 from the outside of the wall panel 19. Under the present circumstances, the heat insulation panel 18a may be arrange | positioned inside the outer surface material 14. FIG. In the portion corresponding to the bearing wall 17a, the outer face 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. Installed. A gap G is formed between the upper frame member 16a and the upper end of the outer face member 14 to allow nailing of the upper frame member 16a with a human hand. The gap G is formed in the upper portion of the column 12 in the wall 17 and opens toward the outside of the wall panel 19, that is, the inner side surface material 13. The outer side surface member 14 is fastened and fixed to the base 11, the column 12, the intermediary column 15, and the lower frame member 16 b using nails 80. Thereby, the outer surface member 14 is fixed to the base 11 via the lower frame member 16b and the like. Construction of the load bearing wall 17a of the first building unit 10 at a place other than a construction site such as a factory is completed in a state where a gap G is formed on the outer upper portion of the load bearing wall 17a. The wall material 18 may be pasted on the inner side surface material 13 inside the bearing wall 17a. As will be described later, the wall material 18 may also be attached to the floor-side horizontal member 21 a placed on the upper frame member 16 a so as to be continuous with the wall material 18 on the inner side surface material 13. Thereby, the two wall materials 18 suppress the fire spread through the clearance gap between the upper frame material 16a and the floor side horizontal member 21a at the time of a fire. In addition, a ceiling panel 104 may be installed on the upper part inside the wall 17.
The bearing wall 17a may be directly assembled on the base 11 using the above-described 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。   As in the short side portion 10b of the first building unit 10 in FIG. 6, all of the outer face members 14 have an upper end located below the upper end of the pillar 12, and above the short side portion 10b. A gap G may be formed over substantially the entire width in the horizontal direction. For example, all the upper parts of the outer face material 14 on one side of the first building unit 10 may be cut out in a straight line. Moreover, like the long side part 10a of the 1st building unit 10, a part of outer side surface material 14 has an upper end located below the upper end of the pillar 12, and the horizontal direction of the long side part 10a is on the upper side. The gap G may be formed over a part of the width of the. For example, in the vicinity of the horizontal end of one side of the first building unit 10, the upper portion of the outer face member 14 may be cut out in an L shape, and the outer face member is an intermediate portion in the horizontal direction. The upper part of 14 may be notched 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 face material 14 exists above the opening Ga. That is, the outer face member 14 is not cut out at the entire upper portion, but is cut out at a part below the upper end of the outer face member 14. In this case, the upper end of the outer face member 14 may be 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 of one outer face material 14 or a plurality of outer face materials 14. For example, as described above, when the upper portion of the outer face member 14 forms a shape cut out in an L shape or a U shape, the L shape or the U shape extends over the entire width in the horizontal direction. You may form by the outer surface material 14 which has the upper end located below the upper end of the pillar 12, and the outer surface material 14 which has the upper end located in the upper end of the pillar 12 over the whole width | variety. Alternatively, the L-shaped or U-shaped shape is one outer surface that has an upper end positioned below the upper end of the column 12 and an upper end positioned at the upper end of the column 12 and is cut out in an L shape. The outer surface material 14 may be formed by the material 14, and is formed by the outer surface material 14 cut out in an L shape and the outer surface material 14 having an upper end located below the upper end of the column 12 over the entire width. Also good. When the opening Ga of the gap G does not reach the upper end of the column 12, the opening Ga may be formed by a single outer face material 14 or a plurality of outer face materials 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 gap G is closed at the building construction site. The first building unit 10 and the second building unit 20 are transported to a construction site after completion of manufacturing in a factory or the like. Specifically, the first building unit 10 is installed at a predetermined location of the construction site, on the foundation 40, and the second building unit 20 is installed on the first building unit 10 after installation. At this time, as shown in FIG. 7, the floor-side horizontal member 21 a of the second building unit 20 is placed on the column 12 and the upper frame member 16 a of the first building unit 10. The floor-side horizontal member 21a and the column 12 are joined together by a connecting bracket (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, 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 using the nail 80. Is done. Since the access to the upper frame member 16a is possible through the gap G, the fastening operation of 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 placed over the gap G and fixed. Thereby, the outer closing face material 14a closes the gap G. In the present embodiment, the outer surface member 24 outside the wall 27 of the second building unit 20 has its lower end positioned near the center of the floor-side horizontal member 21a and extends upward from the floor-side horizontal member 21a. Exist. The outer closing face member 14 a that fills the gap G extends from the upper end of the outer face member 14 to the lower end of the outer face member 24. The outer closing face material 14 a is fastened and fixed to the pillars 12, the intermediate pillars 15, the upper frame member 16 a of the first building unit 10, and the floor side horizontal member 21 a of the second building unit 20 using the nails 80. As a result, the inner side surface material 13 and the stud 15 that are fastened and fixed to the upper frame member 16a using the nail 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 intermediate column 15, the upper frame member 16 a, the lower frame member 16 b, the inner side member 13, the outer side member 14, and the outer closed surface member 14 a that form the bearing wall 17 a between the columns 12 constitute a building structural material. It fixes to the pillar 12, the base 11, and the floor side horizontal member 21a. Further, the outer face material 14 and the outer closing face material 14 a cover the entire portion corresponding to the load-bearing wall 17 a of the wall panel 19. Therefore, the load bearing wall 17a can have the function of a load 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 assembly of the load-bearing wall 27a of the second building unit 20 is performed in the same manner as the load-bearing wall 17a of the first building unit 10. The bearing wall 27a is fixed in the vertical direction to the floor-side horizontal member 21a and the ceiling-side horizontal member 21b constituting the horizontal structural material of the building, and to the pillar 22 constituting 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 building unit 1 to be stacked. Even when the building unit 1 is not 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 restriction during vehicle transportation. Is 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 a construction place such as a factory, and has a gap G above the 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 arranged on the walls 17 and 27, that is, the bearing walls 17a and 27a. Formed between.
With reference to FIG. 8, the structure of the non-bearing wall 17b of the 1st building unit 10 is demonstrated. FIG. 8 is a cross-sectional side view taken along line VIII-VIII of the non-bearing wall 17b of the first building unit 10 of FIG. The non-bearing wall 17 b has, for example, a configuration in which a wall surface opposite to the inner side surface material 13 with respect to the wall panel 19 of FIG. 3 is covered with an outer side surface material 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 17 b is formed using the wall panel 19. Specifically, in the wall panel 19 built on the base 11 while engaging the pillar 12 and the connecting fitting 11a of the base 11, in a portion corresponding to the non-bearing wall 17b, the lower frame member 16b of the wall panel 19 is provided. However, it is not fixed to the base 11 by using a nail. As a result, the inner side surface material 13 and the stud 15 that are fastened and fixed to the lower frame member 16 b using the nail are not fixed to the base 11. Further, the inner side surface member 13 and the lower frame member 16b are fastened and fixed to the column 12 using nails. In addition, as shown in FIG. 8, when the floor covering 101 is interposed between the wall panel 19 and the base 11, the floor covering 101 is partially interposed. A floor material 102 for makeup or the like may be laid on the floor 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 fastened and fixed to the floor surface material 101 and the filling material 103 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。
Thereafter, the outer face material 14 is attached to the wall panel 19 from the outside of the wall panel 19. Under the present circumstances, the heat insulation panel 18a may be arrange | positioned inside the outer surface material 14. FIG. In the portion corresponding to the non-bearing wall 17b, the outer face member 14 is installed from the vicinity of the center of the base 11 to the vicinity of the center of the upper frame member 16a in the height direction. Therefore, the outer face member 14 does not protrude from the upper frame member 16a. Thereby, a part of the upper frame member 16a, a part of the upper end of the inter-column 15 and a part of the upper end of the column 12 are exposed without being covered by the outer face member 14.
The outer side surface material 14 is fastened and fixed to the base 11, the column 12, the intermediary column 15, the upper frame material 16a, and the lower frame material 16b using nails. Thereby, the inner surface material 13, the outer surface material 14, the spacer 15, and the lower frame material 16 b are not fixed to the base 11. In addition, the wall material 18 may be affixed on the inner surface material 13 inside the non-bearing wall 17b. In addition, a 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 such as the upper frame member 16a is performed at the construction site of the building. That is, after the second building unit 20 is installed on the first building unit 10 at the construction site, the face material is installed.
After the connection between the second building unit 20 and the first building unit 10 and the fixing of each other, the outer side member 24 outside the wall 27 of the second building unit 20 has its lower end near the center of the floor-side horizontal member 21a. And is extended 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 exposed portion on the side 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. It is put on the side horizontal member 21a. As a result, the outer intermediate surface material 14b extends across the first building unit 10 and the second building unit 20 and is a floor-side horizontal member 21a that is a joint portion of the first building unit 10 and the second building unit 20. And extends along the boundaries of the upper frame member 16a, the inter-columns 15 and the columns 12, and covers the boundaries.

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 surface material 14b is fastened and fixed to the pillars 12, the pillars 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 using nails. Thereby, the inner side surface material 13, the outer side surface material 14, the spacer 15 and the upper frame material 16a are not substantially fixed to the floor side horizontal material 21a.
Therefore, the intermediate column 15, the upper frame member 16 a, the lower frame member 16 b, the inner side surface member 13, and the outer side member 14 that form the non-bearing wall 17 b between the columns 12 are the base 11 and the floor side that constitute the building structural material It is not fixed to the horizontal member 21a. Therefore, the non-bearing wall 17b does not function effectively 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 surface member 14 is positioned below the upper surface of the upper frame member 16a, an increase in the height of the first building unit 10 is suppressed. Furthermore, when placing the second building unit 20 on the first building unit 10, it is possible to prevent the outer surface material 14 from coming into contact with the floor side horizontal member 21 a of the second building unit 20 and being damaged.
In addition, the vertical boundary between the outer side member 14 and the outer intermediate member 14b is positioned on the upper frame member 16a, and the vertical boundary between the outer intermediate member 14b and the outer member 24 is the floor side horizontal member. Located on 21a. That is, the boundary between the outer face member 14, the outer intermediate face member 14 b, and the outer face member 24 does not communicate with the boundary between the upper frame member 16 a and the floor-side horizontal member 21 a and the spaces in the walls 17 and 27. . Therefore, the water that enters from the gaps between the outer face member 14, the outer intermediate face member 14b, and the outer face member 24 is the space in the walls 17 and 27, and between the upper frame member 16a and the floor-side horizontal member 21a. It is possible to suppress the intrusion between the inner members.

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 assembly of the non-bearing wall 27b of the second building unit 20 is performed 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 constituting the horizontal structural material 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 building unit 1 to be stacked. Even when the building unit 1 is not 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 restriction during vehicle transportation. Is 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 above-described example, 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 face member 14 is higher than the upper surface of the upper frame member 16a. However, the present invention is not limited to this. The non-bearing wall 27b of the second building unit 20 may be configured such that the lower end of the outer face member 24 is positioned above the lower face of the lower frame member. Also in this case, the outer intermediate face member 14b is disposed between the upper end of the outer face member 14 of the non-bearing wall 17b and the lower end of the outer face member 24 of the non-bearing wall 27b.
Further, the structure using the outer intermediate surface material 14b employed for the non-bearing wall 17b described above 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。
[Building unit suspension]
As described above, in the building unit 1, the upper ends of the walls are not connected by a horizontal material having such strength as to constitute a structural material. For this reason, the building unit 1 is lifted via the suspension member attached to the lower part. With reference to FIGS. 9-14, the structure of the suspension member 50 of the building unit 1 is demonstrated.
Referring to FIGS. 9 and 10, a suspension member 50 attached to the first building unit 10 is shown. Four suspension members 50 are arranged in the first building unit 10. Specifically, two suspension members 50 are disposed on the two long side portions 10a and 10c of the first building unit 10, respectively. FIG. 9 is a perspective view showing a state in which the suspension 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 of 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 suspension 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 belt-like member extending in a substantially horizontal direction along the longitudinal side portion 10a or 10c. Each reinforcing member 60 is made of straight wood, and is fastened and fixed to the pillar 12 in the wall 17 by a joint fitting such as a nail. The reinforcing member 60 as described above improves the rigidity against deformation such as bending of the upper portions of the walls 17 of the long side portions 10a and 10c. Note that 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 periphery of 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 member 53 that is attached to the reinforcing member 60 and that is hung with a sling such as a wire, and a shaft member that connects the engagement member 51 and the suspension member 53. 52. Further, the suspension member 50 includes a restraining member 54 that fastens the shaft member 52 to the reinforcing member 60 so as to be slidable in the vertical direction below the suspension 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 engaging member 51 is made of a metal material having strength and rigidity such as iron and steel. The engaging member 51 includes a main body 51a having an outer shape formed by bending a rectangular flat plate into an L shape. FIG. 11 is an enlarged perspective view showing a lower part of the suspension member 50 of FIG. The main body 51 a includes a flat hook 51 a that is hung on the lower surface of the base 11, and a flat connection 51 ab that is connected to the shaft member 52. The hanging portion 51aa and the connecting portion 51ab are portions located on both sides of 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 engaging member 51 includes a cylindrical part 51b having a through hole on the surface of the connection part 51ab of the main body part 51a. The cylindrical portion 51b is formed on the outer surface of the connecting portion 51ab that stands upright when the hanging portion 51aa of the main body portion 51a is hung on the lower surface of the base 11, and the axial direction of the through hole is made substantially vertical. It is fixed to 51ab, specifically, integrated. The outer surface of the connecting portion 51ab is an L-shaped outer surface and is a surface opposite to the base 11. A fastening hole (not shown) is formed in the connection portion 51ab so as to penetrate the connection portion 51ab. A joint fitting 51c such as a screw passing through the fastening hole fixes the connection 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。   In addition, a spacer member 51 d may be disposed between the connection portion 51 ab of the engagement member 51 and the base 11. The spacer member 51 d is arranged by separating the connecting portion 51 ab and the base 11, and the bent portion of the engaging member 51 and the connecting portion 51 ab are prevented from damaging the base 11. Furthermore, when the portion of the base 11 facing the connecting portion 51ab is not flat, the spacer member 51d fits into the irregularities on the base 11 on one surface, and the connecting portion 51ab contacts the other surface facing the 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 two fastening members 52a disposed at both ends in the axial direction of the cylindrical portion 51b are screwed into the shaft member 52. Is provided. The two fastening members 52a are fastened toward each other to fasten the cylindrical portion 51b, thereby fixing the shaft member 52 to the cylindrical 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。
10 and 12, the restraining member 54 is a groove-like member having a U-shaped cross-sectional shape. The restraining member 54 has a linear groove 54 a and is attached to the reinforcing member 60 with the open side of the groove 54 a facing the reinforcing member 60. The restraining 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 restraining member 54 is disposed on the reinforcing member 60 with the axial direction of the groove 54a being substantially vertical. Thereby, the groove 54 a of the restraining 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 engagement member 51 protrudes upward through the groove 54 a of the restraining member 54, and is screwed into the female screw hole of the suspension fitting 53 to be connected to the suspension fitting 53.
Therefore, the hanging metal fitting 53 is connected to the engaging member 51 through the shaft member 52. Thereby, the pulling-up force acting on the hanging metal fitting 53 is transmitted to the engaging member 51 via the shaft member 52, and acts to lift 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 suspension fittings 53 of the four suspension members 50 and the first building unit 10 is lifted, each suspension fitting 53 has not only a vertical force but also a horizontal direction. Power acts. Specifically, a horizontal force inward of the four hanging brackets 53 acts on each hanging bracket 53 and each shaft member 52. FIG. 13 is a perspective view showing a state where the first building unit 10 of FIG. 9 is lifted.
However, each restraining member 54 restrains each shaft member 52 in the horizontal direction, and the movement of each shaft member 52 and each hanging bracket 53 in the horizontal direction is suppressed. Direction pulling force acts. Thereby, it is suppressed that each engaging member 51 is 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 displacement of each suspension bracket 53 and each shaft member 52, while maintaining a stable first building. The unit 10 can be lifted.

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。   In addition, each suspension member 50 suspends the first building unit 10 by engaging each engagement member 51 with a base 11 that is a structural material under the first building unit 10 and has high strength. Thereby, generation | occurrence | production of the deformation | transformation of the 1st building unit 10 at the time of lifting is suppressed. Furthermore, it is desirable that the engaging member 51 and the restraining member 54 of each suspension member 50 are arranged in the vicinity of the pillar 12 of the first building unit 10. Thereby, since each suspension member 50 is a structural material of the first building unit 10 and extends along the pillar 12 having strength or the vicinity thereof, occurrence of deformation of the first building unit 10 at the time of lifting is suppressed. It is done.

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-like cushioning material 41 is laid on the foundation 40 on which the first building unit 10 is installed. The buffer material 41 is, for example, a resin packing. The cushioning material 41 is disposed between the base 11 and the large pull of the first building unit 10 and the foundation 40, and relieves vibration, impact, etc. 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 disposed at a position corresponding to the position where the engaging member 51 of the suspension member 50 is disposed on the base 11, and a recess 41 a is provided between the cushioning materials 41. Is formed. Thereby, when the first building unit 10 suspended via the suspension member 50 is placed on the cushioning material 41, the engaging member 51 projecting downward from the base 11 has the first building unit 10 and the foundation 40. It is suppressed that it is pinched between. Thereby, the removal of the engaging member 51 from the base 11 becomes easy. And after removal of each engaging member 51, the buffer material 41 can be inserted in the recessed part 41a.
In addition, the anchor bolt 40a which protrudes from the upper surface of the foundation 40 is inserted in the hole of the base 11 of the first building unit 10, or the hole of the column base 11b, and is fixed to the base 11 or the column base 11b. Thereby, positioning of the 1st building unit 10 with respect to the foundation 40 becomes easy.

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。   Referring to FIG. 15, when the engaging member 51 of the hanging member 50 is applied to the second building unit 20, it is hung on the floor side horizontal member 21 a. A flat rectangular parallelepiped recess 21aa having a shape and a dimension into which the hook 51aa of the main body 51a of the engagement member 51 can be inserted is formed in the lower part of the floor-side horizontal member 21a. The concave portion 21aa has a depth in the vertical direction that is greater than the thickness in the vertical direction of the hook portion 51aa inserted in the concave portion 21aa. For this reason, the hanging portion 51aa that is inserted into the recess 21aa and 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, the hook 51 aa of the engaging member 51 is prevented from being sandwiched between the second building unit 20 and the first building unit 10. It is done. Therefore, the removal of the engaging member 51 from the floor side horizontal member 21a is facilitated.

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。   Also in the second building unit 20, each suspension member 50 engages each engaging member 51 with a floor-side horizontal member 21 a that is a lower structural material and has high strength, so that the second building unit 20. Lift up. Furthermore, it is desirable that the engaging member 51 and the restraining member 54 of each suspension member 50 are disposed in the vicinity of the pillar 22 of the second building unit 20. By these, generation | occurrence | production of the deformation | transformation of the 2nd 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]
Moreover, the deformation | transformation example demonstrated below is mentioned to the bearing wall of the building unit 1 which concerns on embodiment. Referring to FIG. 16, when the first building unit 10 is manufactured in a place other than a construction place such as a factory, the load-bearing wall 217 a according to the modified example is between the upper frame member 16 a and the outer face member 14. It differs from the load 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 face member 14 has a height from the base 11 to the upper frame member 16a of the wall 17 or the vicinity thereof. Below, in the bearing wall 217a which concerns on a modification, it demonstrates centering on a different point from the bearing wall 17a which concerns on embodiment. FIG. 16 is a cross-sectional side view showing a modification of the load bearing wall 17a of the building unit 1 according to the embodiment in the same manner as FIG.

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 material 13 is fastened and fixed to the upper frame material 16 a and the lower frame material 16 b using nails 80. The lower frame member 16b is fastened and fixed to the base 11 using nails 80. As shown by a 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 fixed to the base 11 and the upper frame member 16a using nails. That is, it is temporarily fixed. Alternatively, the outer face material 14 may be temporarily fixed to the pillars 12, the intermediate pillars 15, or the lower frame member 16b. At this time, the outer face member 14 closes the space between the upper frame member 16a and the lower frame member 16b. And the outer side surface material 14 does not protrude above the upper frame material 16a. In addition, the outer side surface material 14 may be arrange | positioned with a clearance gap between the upper frame materials 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 face member 13 and the outer side face member 14 are fastened as a permanent wall member, 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 fixed, for example, the inner side surface material 13 and the outer side surface material 14 are nailed at a pitch greatly thinned out from the above-described pitch such as only four corners. Further, the nail is driven into the main wall member until the head of the nail is filled, but in the case of temporary fixing, the head of the nail may be protruded even after driving.
As described above, the production of the first building unit 10 is completed in a state where the outer side surface material 14 outside the bearing wall 217a is temporarily fixed, and the first building unit 10 after the production is completed is transported to the construction site and installed. . Thereby, the outer surface material 14 which 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 attached outer side member 14 is temporarily removed. Thereafter, the upper frame member 16 a of the wall 17 of the first building unit is fastened and fixed to the floor side horizontal member 21 a using the nail 80. After the completion of the fastening of the upper frame member 16a, the outer side surface 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. Further, the outer side surface material 14 uses the nails 80 as the permanent wall members, the pillars 12, the intermediary pillars 15, the upper frame material 16a, the lower frame material 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, 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 intermediate column 15, the upper frame member 16 a, the lower frame member 16 b, the inner side surface member 13, and the outer side surface member 14 that form the bearing wall 217 a between the columns 12 are composed of the column 12, the base 11, and the structural material of the building. It is fixed to the floor side horizontal member 21a. Further, the outer face member 14 covers the entire portion corresponding to the load-bearing wall 217 a of the wall panel 19. Therefore, the bearing wall 217a can have a function as a 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, etc.]
As described above, the building unit 1 according to the embodiment is assembled in advance at a place other than the construction site of the building 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 includes an inner surface member 13 as an inner panel that forms an inner wall surface, an intermediate column 15, an upper frame member 16a and a lower frame member 16b, and an outer member 14 as an outer panel that forms an outer wall surface. At least a part of the outer face member 14 is open to the outside of the wall 17 and on the upper part of the column 12 inside the wall 17 outside the upper part of the at least part of the outer face member 14 and inside the inner face member 13. A gap G, which is an upper space that enables the work 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 face member 14 has an upper end located below the upper end of the column 12, and the gap G can be formed above the upper end of at least a part of the outer face member 14.
In addition, for example, the inner panel is disposed inside the intermediate pillar 15, the upper frame member 16 a and the lower frame member 16 b as the core material, and inside the intermediate pillar 15, the upper frame member 16 a and the lower frame member 16 b and forms an inner wall surface. The side member 13 may be included. The outer side surface material 14 as an outer panel is arrange | positioned on the outer side of the stud 15, the upper frame material 16a, and the lower frame material 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。   Moreover, the manufacturing method of the building unit 1 which concerns on embodiment as another aspect is a manufacturing method of the building unit 1 assembled previously except the construction place of a building, and comprising a part of building. This method assembles the inner side surface material 13 as the inner wall portion of the wall 17 of the building unit 1, the intermediate pillar 15, the upper frame material 16 a and the lower frame material 16 b at a place other than the construction site of the building, and the lower frame material 16 b is assembled into the building unit 1. The outside face material 14 as the outer wall portion of the wall 17 of the building unit 1 is partially assembled outside the building construction site and the process of fixing to the base 11 as the lower structural material of the building. A step of forming a gap G that opens to the outside, a step of placing a floor-side horizontal member 21a as an upper structural material on the wall 17 at the building construction site, and a floor-side horizontal mounting at the building construction site A step of fixing the upper frame member 16a to the member 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 closing face member 14a as the outer wall at the building construction site Including.

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 the bearing wall is formed on the wall 17, it is necessary to fix the upper frame member 16a to the floor-side horizontal member 21a using a nail or the like. Since there is the gap G, the fixing work can be performed without changing the removed outer face member 14 such as removal. Thereby, even if a gypsum board, wallpaper, or the like as a wall material has already been constructed on the inner side surface material 13 of the wall 17, the influence of the fixing work on these can be suppressed to a low level. Furthermore, if a plasterboard, wallpaper, or the like has already been applied to the inner surface material 13, the fixing operation from the inner surface material 13 side, that is, from the inside of the building unit 1 is difficult. Therefore, it becomes possible to smoothly perform connection with another element in 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、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 intermediate column 15 and the lower frame member 16b as the inner panel are fixed to the base 11 with at least a part of the outer face member 14 forming the gap G. . In the above-described configuration, when a load bearing wall is formed on the wall 17, by performing necessary work except for fixing the upper frame member 16 a to the floor-side horizontal member 21 a when the building unit 1 is assembled, For example, it is possible to quickly connect the upper part of the building unit 1 at a building construction site.

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 includes an outer face member 14 as a first outer panel and an outer closing face member 14a as a second outer panel that closes the gap G from the outside. The outer side surface material 14 and the outer closing surface material 14a cover the inner side surface material 13, the intermediate column 15, the upper frame material 16a, and the lower frame material 16b from the base 11 to the floor side horizontal material 21a disposed on the top of the column 12. . In the above-described configuration, the outer face member 14 and the outer closing face member 14a covering 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 which are structural materials. By doing so, it can function as a load 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 intermediate column 15, the upper frame member 16 a and the lower frame member 16 b and the outer panel formed by the outer side member 14 are fixed to the column 12. . In the above-described configuration, the wall 17 forms a bearing wall by fixing the inner panel and the outer panel to the pillar 12 in addition to the floor-side horizontal member 21a and the base 11.

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。   Building unit 1 concerning an embodiment as another mode constitutes a part of a building in the state where it was assembled beforehand and accumulated other than the construction place of a building. The building unit 1 includes a first building unit 10, a second building unit 20 stacked on the first building unit 10, and a second building unit 20 and a first building unit stacked on the first building unit 10. 10 and an outer intermediate surface material 14b as an intermediate plate material extending across the first building unit 10 and the second building unit 20.

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, and thus the airtightness of the first building unit 10 and the second building unit 20 Will improve. Thereby, since the operation | work for closing the said clearance gap becomes unnecessary, it becomes possible to implement smoothly the connection with another element in the upper part of the 1st building unit 10. FIG. Furthermore, the outer face material 14 is not attached to a portion of the first building unit 10 where the outer intermediate face material 14b is installed. For this reason, since the upper end of the outer face member 14 is positioned below the upper end of the first building unit 10, damage that the outer face member 14 can receive during installation of the second building unit 20 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 portion between the second building unit 20 and the first building unit 10, the upper end of the outer face member 14 as the outer wall member of the wall 17 of the first building unit 10, The lower end of the outer face member 24 as the outer wall member of the wall 27 of the two building unit 20 is positioned 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 surface material 14b as an intermediate plate is disposed 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 these outer wall surfaces are continuously smooth. Faceting 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 21 a disposed 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 face member 24 and the outer intermediate face member 14b is located on the floor side horizontal member 21a. Therefore, it is possible to suppress a gap that may exist at the boundary 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 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 on the inner side and deviate from the boundary between the adjacent members. Furthermore, the upper end and the boundary of the outer intermediate member 14b and the outer member 14 as the outer wall member of the first building unit 10 are adjacent to the outer intermediate member 14b and the outer member 14 of the first building unit 10 on the inside. It is shifted from the boundary between members. In the above-described configuration, a gap that may exist at the boundary between the outer face member 14, the outer intermediate face member 14 b, and the outer face member 24 is prevented 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 assembled in advance at a place other than the construction site of the building 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 includes an inner surface member 13 as an inner panel that forms an inner wall surface, an intermediate column 15, an upper frame member 16a and a lower frame member 16b, and an outer member 14 as an outer panel that forms an outer wall surface. The outer surface material 14 is temporarily fixed so as to be detachable. 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 a bearing wall on the wall 17, when fixing the upper frame member 16a to the floor-side horizontal member 21a, the outer face member 14 is removed, and after the fixing, the outer face member 14 is The book is installed and fixed. This facilitates the fixing work. Moreover, the outer side member 14 temporarily fixed can be easily removed, and has little influence on the gypsum board, wallpaper, and the like applied to the inner side member 13 at the time of removal. Therefore, it becomes possible to smoothly perform connection with another element in the upper part 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 face member 14 is positioned lower than the height position of the floor-side horizontal member 21 a disposed on the upper part of the column 12. In the above-described configuration, the influence of the temporarily fixed outer face member 14 on the connection work of the floor-side horizontal member 21a to the first building unit 10 is suppressed. Furthermore, the building unit 1 assembled outside the construction site of the building is transported to the construction site by a transport vehicle such as a truck. At this time, the building unit 1 on the transport vehicle has a height restriction in the Road Traffic Law. It is necessary to satisfy. The outer side surface material 14 temporarily fixed at a position lower than the height position of the floor-side horizontal member 21a can suppress the height of the building unit 1 and can cope with the height restriction of the road traffic law. To do. And in a construction place, the outer side surface material 14 is arrange | positioned higher than the height position of the floor side horizontal member 21a which overlaps with the floor side horizontal member 21a, for example, the base 11 and the floor side horizontal member 21a. The 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 fixed outer surface member 14 extends from the floor-side horizontal member 21 a installed on the top of the pillar 12 over the base 11. In the above-described configuration, the outer face member 14 can be configured to cover the entire wall 17 without adding a new face member when temporary fixation is released and permanent fixation, that is, permanent installation.

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。
The manufacturing method of the building unit 1 which concerns on embodiment as another aspect is a manufacturing method of the building unit 1 assembled previously except the construction place of a building, and comprising a part of building. This method includes the steps of assembling the inner side surface material 13 as the inner wall portion of the wall 17 of the building unit 1, the intermediate pillars 15, the upper frame material 16 a and the lower frame material 16 b, and other than the building construction site. A step of assembling and temporarily fixing the outer face member 14 as the 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; , Including the step of removing the temporarily fixed outer face member 14 at the construction site of the building and moving it upward so as to overlap with the floor-side horizontal member 21a.
Further, when the temporarily fixed outer face 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 above-described method, the outer face member 14 is temporarily fixed at a position lower than a predetermined height position in the case of permanent fixation, that is, permanent installation. As a result, the height of the building unit 1 from the completion of assembly to the arrival at the construction site can be kept low. In addition, 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 face 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 that is pre-assembled 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 engaging member 51 as the engaging portion of the suspension member 50 is engaged with the base 11 or the floor side horizontal member 21 a as the horizontal member at the lower part of the building unit 1. The suspension member 53 that the suspension member 50 has 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 above-described method, the suspension member 50 is engaged 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 acts on the building unit 1 from below, the load on the building unit 1 that deforms the building unit 1 can be kept low. Therefore, even if the interior and the like have already been constructed inside the building unit 1, the effect of these can be reduced. Therefore, the building unit 1 can be installed and stacked smoothly 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 construction method of the building unit 1 according to the embodiment, the shaft member 52 as the frame portion that the suspension member 50 has and is connected to the engagement member 51 and the suspension fitting 53 is moved up and down from the lower portion to the upper portion of the building unit 1. It extends in the direction and is fixed to the upper part of the building unit 1 so as to be slidable in the vertical direction. In the above-described method, the posture of the shaft member 52 extending in the vertical direction is maintained. Thereby, when tension | tensile_strength acts on the shaft member 52 with lifting, it is restrict | limited that the upper part of the shaft member 52 moves to a side. For example, when the upper part of the shaft member 52 moves so as to be displaced laterally, there is a possibility that the building unit 1 may be interfered and damaged. In addition, the direction of the force acting on the building unit 1 from the engaging member 51 can be controlled in the vertical direction. As a result, the building unit 1 can be lifted stably.

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 of the building unit 1 according to the embodiment, the reinforcing member 60 is attached to a portion of the building unit 1 where the shaft member 52 is fixed. In the above-described method, when tension is applied to the shaft member 52 as it is lifted, the upper portion of the shaft member 52 may press the building unit 1. The reinforcing member 60 suppresses 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 on the side of the base 11 or the floor-side horizontal member 21a. Fix it. In the above-described method, the engagement member 51 is suppressed from moving with respect to the base 11 or the floor-side horizontal member 21a. Stable engagement between the engagement 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, a recess 21aa into which the engaging member 51 is fitted is formed in the lower part of the floor-side horizontal member 21a of the building unit 1 stacked on the other building unit 1. In the above-described method, even when the building unit 1 is installed on a flat installation surface, the engagement member 51 after installation is suppressed from being sandwiched between the building unit 1 and the installation surface, and the engagement member 51 can be easily removed.

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 part of the base 11 of the building unit 1 installed on the foundation 40, and the area corresponding to the engaging member 51 is on the foundation 40. The cushioning material 41 is laid, and the building unit 1 is installed on the foundation 40 and the engaging member 51 is removed. Then, the cushioning material 41 is installed in the region. In the above-described 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 becomes easy.

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 suspension member 50 of the building unit 1 according to the embodiment in another aspect is a suspension member for suspending the building unit 1 assembled in advance outside the construction site of the building. The suspension member 50 includes an engagement member 51 that engages with the base 11 or the floor-side horizontal member 21a at the lower part of the building unit 1, a suspension fitting 53 that is positioned above the engagement member 51, and an engagement member 51. A shaft member 52 as a frame member for connecting the suspension member 53 to the suspension bracket 53 and a restraining member 54 attached to the upper portion of the building unit 1 and restraining the upper portion of the shaft member 52 in the horizontal direction. Even in the above-described configuration, when tension is applied to the shaft member 52 as it is lifted, interference between the shaft member 52 and the building unit 1 is suppressed, and the direction of the force acting on the building unit 1 from the engaging member 51 is set to 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 suspension member 50 of the building unit 1 according to the embodiment, the suspension fitting 53 and the shaft member 52 are detachably connected via screw connection, and the shaft member 52 and the engagement member 51 are connected via screw connection. And are detachably connected. In the above-described configuration, the suspension member 50 can be easily attached to and removed 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 suspension member 50 of the building unit 1 according to the embodiment, the engaging member 51 includes the hanging portion 51aa that is hung from below on the base 11 or the floor side horizontal member 21a, and the side of the base 11 or the floor side horizontal member 21a. And a connecting portion 51ab as a fixing portion fastened to the portion. In the above-described 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。
[Others]
While the present invention has been described based on the above embodiment, the present invention is not limited to the above embodiment.
In the embodiment, an example in which two building units 1 are provided has been described. However, only one building unit 1 or three or more building units 1 may be provided.
In the embodiment, the example in which the two building units 1 respectively configure the first floor and the second floor of the building is shown, but the present invention is not limited to this. The building unit 1 may constitute an upper floor of three or more floors, or may constitute a basement 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 a wooden frame construction method has been described. However, 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 a 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 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 tension wall may be applied. The construction of the outer wall may be performed in advance at the factory or may be performed 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, the embodiment can be realized by arbitrarily combining the components and functions in each embodiment without departing from the scope of the present invention, or a form obtained by subjecting each embodiment to various modifications conceived by those skilled in the art. Forms are also included in the present invention.

1 建物ユニット
10 第一建物ユニット
11 土台(下側横架材)
12,22 柱
13,23 内側面材(内パネル、内壁部)
14,24 外側面材(外パネル、外壁部)
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
20 第二建物ユニット
21a 床側横架材(上側横架材、構造材)
1 Building unit 10 First building unit 11 Base (lower horizontal member)
12, 22 Pillar 13, 23 Inner side material (inner panel, inner wall)
14, 24 Outer side material (outer panel, outer wall)
15,25 stud (inner panel, inner wall)
16a Upper frame material (inner panel, inner wall)
16b Lower frame material (inner panel, inner wall)
17, 27 Wall 20 Second building unit 21a Floor-side horizontal member (upper horizontal member, structural member)

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、
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、
前記外パネルは、着脱自在に仮固定されている
建物ユニット。
A building unit that is pre-assembled at a place other than the construction site of the building and constitutes a part of the building,
A lower horizontal member,
A plurality of columns extending upward from the lower lateral member;
A wall formed between the plurality of pillars, including an inner panel forming an inner wall surface and an outer panel forming an outer wall surface;
The outer panel is a building unit that is detachably temporarily fixed.
仮固定されている前記外パネルは、前記柱の上部に配置される上側横架材の高さ位置よりも低く位置する
請求項1に記載の建物ユニット。
The building unit according to claim 1, wherein the temporarily fixed outer panel is positioned lower than a height position of an upper horizontal member disposed on an upper portion of the pillar.
本固定された前記外パネルは、前記柱の上部に設置された上側横架材から前記下側横架材にわたって延在する
請求項1または2に記載の建物ユニット。
The building unit according to claim 1, wherein the fixed outer panel extends from an upper horizontal member installed at an upper portion of the pillar to the lower horizontal member.
前記壁は、前記下側横架材及び前記上側横架材に固定されるように構成される
請求項2または3に記載の建物ユニット。
The building unit according to claim 2, wherein the wall is configured to be fixed to the lower horizontal member and the upper horizontal member.
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組み立て仮固定する工程と、
前記建物の建設場所で、前記壁の上に構造材を配置する工程と、
前記建物の建設場所で、仮固定されている前記外壁部を取り外し、前記構造材と重なるように上方に移動して本固定する工程と含む
建物ユニットの製造方法。
A method of manufacturing a building unit that is pre-assembled at a place other than a building construction location and forms a part of the building,
Assembling an inner wall portion of the wall of the building unit at a place other than the construction site of the building;
Assembling and temporarily fixing the outer wall portion of the wall of the building unit at a place other than the construction site of the building;
Placing a structural material on the wall at a construction site of the building;
A method of manufacturing a building unit, comprising: removing the temporarily fixed outer wall portion at a construction site of the building, and moving the upper wall so as to overlap with the structural material and fixing the outer wall portion.
仮固定されている前記外壁部を取り外した際、前記内壁部を前記構造材に固定する
請求項5に記載の建物ユニットの製造方法。
The method for manufacturing a building unit according to claim 5, wherein the inner wall portion is fixed to the structural member when the temporarily fixed outer wall portion is removed.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57184143A (en) * 1981-05-07 1982-11-12 Misawa Homes Co Weight reducing construction of building
JPH07145639A (en) * 1993-11-24 1995-06-06 Sekisui Chem Co Ltd Three story house unit building
WO1998056999A1 (en) * 1997-06-11 1998-12-17 Ge Capital Modular Space Bvba Displaceable cabin with removable walls
JP2001303668A (en) * 2000-04-20 2001-10-31 Sekisui Chem Co Ltd Unit building and its built-up construction method
JP2011202439A (en) * 2010-03-26 2011-10-13 Toyota Home Kk Building unit
JP2014159700A (en) * 2013-02-20 2014-09-04 Toyota Home Kk Heat insulation structure of building

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57184143A (en) * 1981-05-07 1982-11-12 Misawa Homes Co Weight reducing construction of building
JPH07145639A (en) * 1993-11-24 1995-06-06 Sekisui Chem Co Ltd Three story house unit building
WO1998056999A1 (en) * 1997-06-11 1998-12-17 Ge Capital Modular Space Bvba Displaceable cabin with removable walls
JP2001303668A (en) * 2000-04-20 2001-10-31 Sekisui Chem Co Ltd Unit building and its built-up construction method
JP2011202439A (en) * 2010-03-26 2011-10-13 Toyota Home Kk Building unit
JP2014159700A (en) * 2013-02-20 2014-09-04 Toyota Home Kk Heat insulation structure of building

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