JPH0711712A - Framework for assembly type unit house - Google Patents

Abstract

PURPOSE:To provide frameworks for an assembly type unit house, which can be easily assembled by persons who are unfamilier with expertise. combined with other units, two-storied in units and efficiently carried, by simplifying jointings and jointing systems. CONSTITUTION:One unit 1 consists of four-corner columns 2 and total eight beams 3a, 3b via which the upper and lower ends of the columns 2 are jointed. Sectionally U-shaped column-side jointings 5 are welded to the upper and lower ends of the columns 2. Beam-side jointings 8 are welded to the ends of the beams 3a, 3b and inserted into the U-shaped sections of the column-side jointings 5. The column-side jointings 5 are aligned to the beam-side jointings 8 at bolts 11, 12 and fastened with the bolts. The beam 3a, 3b are fixed together with a bracer 4. By providing the columns 2 with the column-side jointings 5 in three or four directions. units for which the columns 2 and the beams 3a, 3b are used in common are constructed in series and continuous housings are formed on the beam side or on the end side.

Description

【発明の詳細な説明】Detailed Description of the Invention

【０００１】[0001]

【産業上の利用分野】本発明は、工場で製作したユニッ
ト部材を現場組立てできるようにした組立式ユニットハ
ウスの骨組に関するもので、主として現場事務所や仮設
ハウスのような簡易建築物に用いる。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a skeleton of an assembly type unit house in which unit members manufactured in a factory can be assembled on site, and is mainly used for a simple building such as a site office or a temporary house.

【０００２】[0002]

【従来の技術】従来の建築現場の現場事務所や仮設ハウ
ス等として用いられている組立式ユニットハウスには、
矩形枠組の両面に面板を貼設してなる木質パネルを用
い、これを面方向に接合し、床、壁、天井等を構成する
パネル工法によるもの、多数の接合金具、ボルト類を使
用して溝形鋼、角形鋼管等の鉄骨軸組材で、床枠組み、
壁枠組み、天井枠組みを組み立て、カラー合板パネルや
耐水パネル等からなる床材、壁材、天井材等を貼設また
は釘打ちして成形する骨組構造のもの（例えば、特開平
２−１７６０３６号公報参照）等がある。2. Description of the Related Art Assembling type unit houses used as conventional site offices or temporary houses at construction sites are
Using a wooden panel made by pasting face plates on both sides of a rectangular frame, by joining this in the plane direction, by using the panel construction method to construct the floor, wall, ceiling, etc., using a large number of metal fittings and bolts Steel frame assembly such as channel steel, square steel pipe, floor frame,
A frame structure in which a wall frame and a ceiling frame are assembled, and a flooring material, such as a color plywood panel or a water resistant panel, a wall material, a ceiling material, or the like is attached or nailed to form a frame (for example, JP-A-2-176036). See) etc.

【０００３】これらの組立式ユニットハウスの施工に関
しては、予め工場内で組み立てる方法や、ユニット化し
た部材を接合金具、ボルト類を用いて現場で組み立てる
方法等がある。Regarding the construction of these assembling type unit houses, there are a method of assembling them in a factory in advance, a method of assembling unitized members on-site by using joining metal fittings and bolts.

【０００４】この他、特公平５−６６１１号公報には、
床パネル及び屋根パネルを折りたたみ自在とし、たたん
だ状態で保管、運搬し、現場で簡易に組み立てられる折
りたたみハウスが記載されている。In addition to this, Japanese Patent Publication No. 5-6611 discloses that
There is described a folding house in which floor panels and roof panels are foldable, stored and transported in a folded state, and easily assembled on site.

【０００５】また、特開平５−３３３９６号公報には、
骨枠状の１階部分と、下面を開放したボックス状の２階
部分を重ね合わせた状態で搬送し、現場で２階部分を吊
り上げ、ロックピンで支持するとともに、１階部分にパ
ネル等を取り付ける形式の組立家屋が記載されている。Further, Japanese Patent Laid-Open No. 5-33396 discloses that
The bone frame-shaped first floor portion and the box-shaped second floor portion with the lower surface opened are transported in a stacked state, and the second floor portion is lifted on site and supported by a lock pin, and panels etc. are placed on the first floor portion. The assembly house of the mounting type is described.

【０００６】[0006]

【発明が解決しようとする課題】従来の組立式ユニット
ハウスには、次のような問題点がある。The conventional assembly type unit house has the following problems.

【０００７】 ユニットハウスを工場でボックス形状
に組み立てるタイプでは、組立完成品の姿で建設現場等
に搬送するため、搬送容積が大きく、搬送効率が悪い。In the type in which the unit house is assembled into a box shape at the factory, since it is transported to the construction site in the form of an assembled finished product, the transport volume is large and the transport efficiency is poor.

【０００８】 従来の現場組立タイプのユニットハウ
スは、仕様が複雑であり、現場組立てにおいて、製品知
識、建築に関する専門知識、技能が必要となる。A conventional field assembly type unit house has complicated specifications, and product knowledge, construction-related expertise, and skills are required for field assembly.

【０００９】 従来の現場組立タイプでは、ボルトや
釘を用いる部分が多く、組立てに時間がかかる。In the conventional on-site assembly type, many parts use bolts and nails, and it takes time to assemble.

【００１０】 連棟とする場合、ユニット単体を単に
並べる方式では、部材が無駄となる他、ユニット間が不
連続となるため使用にも不便である。In the case of a multi-story building, the method of simply arranging the units alone is wasteful of members, and discontinuous between the units, which is inconvenient to use.

【００１１】 折りたたみ方式や極簡易な形式のユニ
ットハウスは、連棟や２階建てとするのが不可能であ
り、２階建てが可能な形式もあるが、特別の部品や特別
の設計が必要となったり、あるいは用途としてあまり強
度を必要としないものに限定される。[0011] Folding type and extremely simple type unit houses cannot be constructed as a multi-story building or a two-story building, and there are also two-story building types, but special parts and special designs are required. Or, it is limited to those that do not require so much strength as applications.

【００１２】本発明は、上述のような従来技術における
課題の解決を図ったもので、骨組構造の組立式ユニット
ハウスについて、接合金具、接合方式を単純化し、専門
知識のないものでも容易に組み立てることができ、かつ
ユニット単位で連棟、２階建てが可能な、搬送効率の良
い組立式ユニットハウスの骨組を提供することを目的と
している。The present invention has been made to solve the above-mentioned problems in the prior art. For an assembled type unit house having a frame structure, the joining metal fittings and the joining method are simplified, and those without specialized knowledge can be easily assembled. It is an object of the present invention to provide a skeleton of a prefabricated unit house, which can be constructed in multi-story units and can be constructed in two-story units, and has high transport efficiency.

【００１３】[0013]

【課題を解決するための手段】本発明は、複数本の柱材
と、柱材の上端間及び下端間をつなぐ複数本の梁材とか
らなる骨組構造の組立式ユニットハウスの骨組につい
て、柱材上下端の梁接続方向に水平断面がコ字状のコ字
状断面部を有する柱側継手金物を一体化し、各接続方向
の梁材端部を柱側継手金物のコ字状断面部内に嵌入し
て、これらを貫通するボルトで接合したものである。The present invention relates to a frame of a prefabricated unit house having a frame structure composed of a plurality of column members and a plurality of beam members connecting between upper ends and lower ends of the column members. The column-side joint metal fittings having a U-shaped cross-section whose horizontal cross section is U-shaped in the beam connection direction at the upper and lower ends of the material are integrated, and the beam material ends in each connection direction are placed in the U-shaped cross-section of the column-side joint metal fitting. It is inserted and joined by bolts penetrating them.

【００１４】なお、柱側継手金物のコ字状断面部に底板
を設け、底板の高さを梁材端部を受けた時、ボルト孔が
合う高さとすれば、さらに施工性が向上する。Further, if a bottom plate is provided in the U-shaped cross section of the pillar-side joint metal and the height of the bottom plate is set so that the bolt holes match when the end of the beam member is received, the workability is further improved.

【００１５】ユニット単体についてみた場合、柱材下端
に接合した梁材が床枠組みを構成し、柱材上端に接合し
た梁材は天井枠組みを構成する。通常、これらの床枠組
み及び天井枠組みに対しそれぞれ床材及び天井材を取り
付け、柱材間に壁材を取り付ける。In the case of the unit alone, the beam member joined to the lower end of the column member constitutes the floor frame, and the beam member joined to the upper end of the column member constitutes the ceiling frame. Usually, floor materials and ceiling materials are attached to these floor frameworks and ceiling frameworks, respectively, and wall materials are attached between the pillar materials.

【００１６】また、本発明の組立式ユニットハウスの骨
組は、簡単な構造の継手金物とボルトにより、主として
連棟を容易に形成できるようにすることを考慮したもの
であり、連棟を構成するユニット間で柱材及び梁材を共
有させることができる。The skeleton of the prefabricated unit house of the present invention is mainly designed to facilitate the formation of a connecting ridge by means of a joint metal fitting and a bolt having a simple structure. The pillar material and the beam material can be shared between the units.

【００１７】すなわち、ユニットハウスの桁側または妻
側（両方向の場合を含む）に、柱材及び梁材を共有する
２以上のユニットからなる連棟を形成することとし、連
棟を構成するユニット間の柱材上下端に、柱側継手金物
を３方向以上設けることで、各方向の梁材をユニット単
体を組み立てる場合と同様に組み立てることができる。That is, a girder side or a gable side (including both directions) of a unit house is formed with a continuous building composed of two or more units sharing a pillar material and a beam material, and the units forming the continuous building are formed. By providing the pillar-side joint metal fittings in three or more directions on the upper and lower ends of the inter-column material, the beam material in each direction can be assembled in the same manner as when assembling the unit unit.

【００１８】また、柱材を上下方向に複数本（２階建て
の場合には２本）接続し、下階の天井梁と上階の床梁を
兼ねる梁材の端部を、上下の柱材間において隣接する柱
側継手金物のコ字状断面部内に嵌入し、上下それぞれの
柱側継手金物に対し、柱側継手金物と梁材端部を貫通す
るボルトで接合することで、ユニット単体を組み立てる
場合とほぼ同様に２階建て以上（通常は、２階建てま
で）の組立式ユニットハウスを組み立てることができ
る。Further, a plurality of column members (two in the case of a two-story building) are connected in the vertical direction, and the ends of the beam members which also serve as the ceiling beams of the lower floor and the floor beams of the upper floor are connected to the upper and lower columns. By inserting the column-side joint metal fittings that are adjacent to each other in the U-shaped cross-section part and joining the upper and lower column-side joint metal fittings with bolts that penetrate the column-side joint metal fitting and the end of the beam material, the unit unit Almost the same as the case of assembling, it is possible to assemble a prefabricated unit house with two or more stories (usually up to two stories).

【００１９】この場合も、隣接する柱側継手金物の内、
下側の柱側継手金物のコ字状断面部に底板を設け、底板
の高さを梁材端部を受けた時、ボルト孔が合う高さとす
ることで施工性の向上が図れる。Also in this case, among the adjacent column-side joint hardware,
The bottom plate is provided in the U-shaped cross-section of the lower column-side joint metal fitting, and the height of the bottom plate is adjusted to the height at which the bolt holes are aligned when the end of the beam material is received, whereby workability can be improved.

【００２０】柱側継手金物のコ字状断面部内に嵌入され
る梁材端部については、梁材の断面形状によっては、接
合金物等を用いずにそのまま嵌入することも考えられる
が、必要に応じ補強板を取り付けたり、梁材端部に別個
に成形した梁側継手金物を溶接等により一体化すること
が考えられる。Regarding the end portion of the beam member fitted into the U-shaped cross section of the column-side joint metal fitting, depending on the cross-sectional shape of the beam material, it may be possible to fit it as it is without using a joining metal fitting or the like. Accordingly, it is conceivable to attach a reinforcing plate or integrate beam-side joint metal parts formed separately at the ends of the beam member by welding or the like.

【００２１】[0021]

【実施例】次に、図示した実施例について説明する。EXAMPLES Next, the illustrated examples will be described.

【００２２】図１は、本発明のユニットハウスの骨組
を、ユニット１単体について概略的に示したものであ
る。FIG. 1 is a schematic view showing a frame of a unit house of the present invention for a unit 1 alone.

【００２３】１つのユニット１を構成する骨組は、４隅
の柱材２と、柱材２の上下端に接続される上下それぞれ
２本づつの桁行方向の梁材３ａ及び梁間方向の梁材３ｂ
とからなる。The skeleton constituting one unit 1 is a column member 2 at four corners, and two beam members 3a in the girder direction and two beam members 3b in the beam direction connected to the upper and lower ends of the column member 2, respectively.
Consists of.

【００２４】骨組を構成する柱材２、梁材３ａ，３ｂに
ついては、所定の強度が得られるものであれば特に材質
等、限定されないが、取り扱いが容易な比較的軽量で入
手しやすいものとしては、薄肉の角鋼管や、軽量Ｈ形鋼
等の軽量形鋼等がある。The column member 2 and the beam members 3a and 3b constituting the frame are not particularly limited in material and the like as long as a predetermined strength can be obtained, but it is assumed that they are easy to handle, relatively lightweight and easily available. Includes a thin-walled square steel pipe and a light-weight shaped steel such as a light-weight H-shaped steel.

【００２５】ユニット１の合計８本の梁材３ａ，３ｂ
は、その端部を柱材２上下端に一体化した柱側継手金物
５のコ字状断面部内に嵌入し、これらを貫通するボルト
６（図３〜図５参照）により接合する。A total of eight beam members 3a and 3b of the unit 1
Is fitted into the U-shaped cross section of the column-side joint metal fitting 5 in which the ends thereof are integrated with the upper and lower ends of the column member 2, and is joined by bolts 6 (see FIGS. 3 to 5) penetrating them.

【００２６】なお、図１の例では梁材３ａ，３ｂの端部
に梁側継手金物８を一体化してあり、柱側継手金物５及
び梁側継手金物８にはボルトを水平方向に貫通させるた
めのボルト孔１１，１２を形成してある。In the example of FIG. 1, the beam-side joint metal fittings 8 are integrated at the ends of the beam members 3a and 3b, and bolts are horizontally passed through the column-side joint metal fittings 5 and the beam-side joint metal fittings 8. Bolt holes 11 and 12 for forming are formed.

【００２７】また、図１では連棟を可能とするため、柱
側継手金物５を各柱材２について４方向に設けた状態を
示しているが、実際には、柱材２に対する梁材接続方向
にのみ設ければよい。Further, FIG. 1 shows a state in which the column-side joint metal fittings 5 are provided in four directions for each of the column members 2 in order to enable the continuous building, but in reality, the beam members are connected to the column members 2. It should be provided only in the direction.

【００２８】図中、４は火打ち材であり、床枠組み及び
天井枠組みの変形を抑えるために用いている。In the figure, 4 is a fired material, which is used to suppress the deformation of the floor frame and the ceiling frame.

【００２９】図２は、本発明により連棟または２階建て
とした場合の骨組の関係を示したものである。FIG. 2 shows the relationship of the frames in the case of a continuous building or a two-story building according to the present invention.

【００３０】(a) はユニット１ａ単体を示したものであ
り、４隅の柱材２の上下端を桁行方向及び梁間方向の梁
材３ａ，３ｂがつないでいる。(A) shows a unit 1a alone, in which beam members 3a and 3b in the column direction and beam direction are connected to the upper and lower ends of the column members 2 at the four corners.

【００３１】(b) はユニット１ａの桁側にユニット１ｂ
を接続して連棟としたものであり、梁間方向中間に位置
する２本の柱材２及びこれらの上下端をつなぐ桁行方向
の梁材３ａが両ユニット１ａ，１ｂに共有されている。(B) shows the unit 1b on the digit side of the unit 1a.
Are connected to form a continuous building, and two column members 2 located in the middle between the beams and a beam member 3a in the girder direction connecting the upper and lower ends thereof are shared by both units 1a and 1b.

【００３２】(c) はユニット１ａの妻側にユニット１ｃ
を接続して連棟としたものであり、桁行方向中間に位置
する２本の柱材２及びこれらの上下端をつなぐ梁間方向
の梁材３ｂが両ユニット１ａ，１ｃに共有されている。(C) is the unit 1c on the wife side of the unit 1a
The two pillars 2 located in the middle of the girder direction and the beam member 3b in the beam direction connecting the upper and lower ends thereof are shared by both units 1a and 1c.

【００３３】(d) は下階を形成するユニット１ａの上に
上階を形成するユニット１ｄを接続して２階建てとした
ものであり、下階の天井梁としての梁材３ａ，３ｂが上
階の床梁を兼ねている。高さ方向中間の梁材３ａ，３ｂ
の接続は、上下に接合される柱材２ａ，２ｂの両者に対
して行う必要がある点以外は、基本的に(a) 〜(c) の場
合と同様である。(D) is a two-story structure in which the unit 1d forming the upper floor is connected to the unit 1a forming the lower floor, and the beam members 3a and 3b as the ceiling beams on the lower floor are formed. Also serves as a floor beam on the upper floor. Beams 3a, 3b in the middle in the height direction
The connection is basically the same as in the cases (a) to (c) except that it is necessary to connect both of the pillar members 2a and 2b that are joined vertically.

【００３４】図３は、本発明の一実施例における柱梁仕
口部の詳細を示したもので、角形鋼管からなる柱材２の
直交する２面に柱側継手金物５を溶接により一体化し、
この柱側継手金物５のコ字状断面部内に床梁としての軽
量Ｈ形鋼からなる梁材３ａ，３ｂの端部を嵌入し、ボル
ト６を水平方向に貫通させて接合している。FIG. 3 shows the details of the column-beam joint portion in one embodiment of the present invention. The column-side joint metal fittings 5 are integrated by welding on the two orthogonal surfaces of the column material 2 made of a rectangular steel pipe. ,
The ends of beam members 3a and 3b made of lightweight H-shaped steel as floor beams are fitted into the U-shaped cross section of the column-side joint metal 5, and bolts 6 are horizontally penetrated to join them.

【００３５】なお、図３(a) では図の手前側に延びる柱
側継手金物５及び梁間方向の梁材３ｂを省略している。In FIG. 3 (a), the column-side joint metal fitting 5 extending to the front side of the drawing and the beam member 3b in the beam-to-beam direction are omitted.

【００３６】本実施例における柱側継手金物５は柱材２
の外面に添接されるベース部９と、梁接続方向に延びる
一対のフランジ部１０とでコ字状断面部を形成してい
る。一方、梁材３ａ，３ｂの端部には上下フランジ間を
連結する補強板７が溶接されており、柱側継手金物５の
フランジ部１０内面に補強板７を当接させた状態で、こ
れらを貫通するボルト６により柱材２と梁材３ａ，３ｂ
を接合する。In this embodiment, the column-side joint metal 5 is the column member 2.
The base portion 9 abutted on the outer surface of and the pair of flange portions 10 extending in the beam connecting direction form a U-shaped cross section. On the other hand, the reinforcing plates 7 connecting the upper and lower flanges are welded to the ends of the beam members 3a and 3b, and the reinforcing plates 7 are abutted against the inner surface of the flange portion 10 of the pillar-side joint metal fitting 5 when these members are in contact with each other. The pillar member 2 and the beam members 3a and 3b by the bolt 6 penetrating the
To join.

【００３７】また、本実施例において、柱側継手金物５
のコ字状断面部の下部には、梁材３ａ，３ｂの端部を受
けた時、ボルト孔が合う高さに底板５’が溶着されてい
る。Further, in this embodiment, the column-side joint metal fitting 5
A bottom plate 5 ′ is welded to the lower portion of the U-shaped cross section at a height where the bolt holes match when the ends of the beams 3a and 3b are received.

【００３８】図４は他の実施例として、図３の柱梁仕口
部に対する変形例を示したものである。柱側継手金物５
については図３の場合と同様のものを用いているが、梁
材３ａ，３ｂの端部について、端板８ａを介してコ字状
の梁側継手金物８を溶接してある。梁材３ａ，３ｂの接
合は、柱側継手金物５のフランジ部１０間に梁側継手金
物８を嵌入し、これらに形成したボルト孔１１，１２に
通したボルト６を締め付けることによって行う。FIG. 4 shows, as another embodiment, a modification of the column-beam joint portion of FIG. Column side fitting hardware 5
The same thing as in the case of FIG. 3 is used, but the U-shaped beam-side joint metal fitting 8 is welded to the end portions of the beam members 3a and 3b through the end plate 8a. The beam members 3a and 3b are joined by inserting the beam-side joint metal member 8 between the flange portions 10 of the column-side joint metal member 5 and tightening the bolts 6 passed through the bolt holes 11 and 12 formed therein.

【００３９】図５〜図７は、本発明を２階建ての組立式
ユニットハウスに適用した場合の実施例を示したもので
あり、図５及び図７は一方向の梁材３の接合のみ示し、
他の方向については省略しているが、連棟とする場合
や、柱材２の位置に応じて、２方向、３方向または４方
向に梁材３を接合することになる。なお、図６は４方向
とも梁材３ａ，３ｂを接合しており、桁側及び妻側の両
方向に連棟となる内部の柱材２を想定している。FIGS. 5 to 7 show an embodiment in which the present invention is applied to a two-story prefabricated unit house, and FIGS. 5 and 7 show only the joining of the beam members 3 in one direction. Shows,
Although omitted in other directions, the beam members 3 are joined in two directions, three directions, or four directions depending on the case of a continuous building or the position of the pillar member 2. Note that FIG. 6 assumes that the beam members 3a and 3b are joined in all four directions, and that the column member 2 is an internal building that is connected to both the girder side and the gable side.

【００４０】本実施例では、２階建てとするため、２本
の柱材２ａ，２ｂを上下に接続し、下階の柱材２ａの下
端に床梁としての梁材３を接合し、上下の柱材２ａ，２
ｂどうしの接合高さに下階の天井梁と上階の床梁を兼ね
た梁材３を接合し、上階の柱材２ｂの上端に天井梁とし
ての梁材３を接合している。In this embodiment, in order to have a two-story structure, two pillar members 2a and 2b are connected vertically, and a beam member 3 as a floor beam is joined to the lower end of the pillar member 2a on the lower floor to form the upper and lower parts. Pillar material 2a, 2
The beam member 3 which also serves as the ceiling beam on the lower floor and the floor beam on the upper floor is joined to the joining height between the b, and the beam member 3 as the ceiling beam is joined to the upper end of the pillar member 2b on the upper floor.

【００４１】柱材２どうしの接合位置については、下階
の柱材２ａの上端と上階の柱材２ｂの下端にそれぞれ梁
せいの約半分の高さの柱側継手金物５ａ，５ｂを設け、
下側の柱側継手金物５ａの下部には、梁材３を上から落
とし込んだ時、ボルト孔が合うように底板５ａ’が設け
られている。これらの柱側継手金物５ａ，５ｂを上下方
向に隣接させた状態で、梁材３の端部を嵌入し、上下の
ボルト６ａ，６ｂで梁材３を接合する。Regarding the joining positions of the column members 2, the column-side joint metal fittings 5a, 5b each having a height about half the height of the beam are provided at the upper end of the lower column member 2a and the lower end of the upper column member 2b, respectively. ,
A bottom plate 5a 'is provided below the lower column-side joint metal fitting 5a so that the bolt holes fit when the beam member 3 is dropped from above. With these pillar-side joint fittings 5a and 5b being vertically adjacent to each other, the ends of the beam member 3 are fitted and the beam members 3 are joined with the upper and lower bolts 6a and 6b.

【００４２】[0042]

【発明の効果】 現場における接合作業をボルトの貫入と締め付けの
みで行うことができ、専門知識のない者でも容易に組み
立てることができる。[Effects of the Invention] The joining work in the field can be performed only by the penetration and tightening of the bolts, and even a person without specialized knowledge can easily assemble.

【００４３】 柱側継手金物とボルトによる接合に関
し、同一または同一形式の統一された接合構造により、
ユニット単体の組立てのみならず、連棟、２階建て等、
自由に組み立てることができる。Regarding the connection between the column-side joint metal and the bolt, the same or the same type of unified joint structure
Not only assembling the unit itself, but also as a multi-story building, two-story building, etc.
It can be assembled freely.

【００４４】 接合のための部品数、種類が少ないた
め、現場作業が煩雑とならず、効率良く組み立てること
ができる。Since the number of parts and types for joining are small, on-site work is not complicated and efficient assembly is possible.

【００４５】 連棟、２階建ての場合において、ユニ
ット間における柱材または梁材の共有が可能であるた
め、経済的であり、設計における自由度も高い。In the case of a multi-story building or a two-story building, since it is possible to share a pillar material or a beam material between units, it is economical and has a high degree of freedom in design.

【００４６】 柱材、床材、壁材、天井材等を部品ご
と、トラック等で現場に搬入でき、一度に数ユニットを
搬送することも可能である。The pillar material, floor material, wall material, ceiling material, etc. can be carried into the site by parts such as trucks, and it is possible to carry several units at a time.

【００４７】 解体もボルトを外すだけであり、非常
に簡単である。Disassembling is also very simple, just removing the bolts.

【図面の簡単な説明】[Brief description of drawings]

【図１】図１は、本発明のユニットハウスの骨組を、ユ
ニット単体について概略的に示した分解斜視図である。FIG. 1 is an exploded perspective view schematically showing a frame of a unit house of the present invention for a single unit.

【図２】本発明に係る組立式ユニットハウスの連棟形式
の説明図であり、(a) はユニット単体の平面図、(b) は
桁側連棟の平面図、(c) は妻側連棟の平面図、(d) は２
階建ての場合の立面図である。2A and 2B are explanatory views of an assembling type of a prefabricated unit house according to the present invention, in which FIG. 2A is a plan view of a single unit, FIG. 2B is a plan view of a girder side connection, and FIG. Floor plan of multi-story building, (d) is 2
It is an elevation view in the case of a story.

【図３】本発明の一実施例における柱梁仕口部（床位
置）を示したもので、(a) は側面図、(b) は水平断面図
である。3A and 3B show a column-beam joint portion (floor position) in one embodiment of the present invention, (a) is a side view and (b) is a horizontal sectional view.

【図４】本発明の他の実施例における柱梁仕口部（床位
置）を示したもので、(a) は側面図、(b) は水平断面図
である。FIG. 4 is a view showing a column-beam joint portion (floor position) in another embodiment of the present invention, (a) is a side view and (b) is a horizontal sectional view.

【図５】本発明を２階建てに適用した場合の実施例を示
した側面図である。FIG. 5 is a side view showing an embodiment when the present invention is applied to a two-story building.

【図６】図５のＡ−Ａ断面図（梁が４方向に接続される
場合）である。6 is a cross-sectional view taken along the line AA of FIG. 5 (when the beams are connected in four directions).

【図７】図５のＢ−Ｂ断面図である。7 is a sectional view taken along line BB of FIG.

【符号の説明】[Explanation of symbols]

１、１ａ、１ｂ、１ｃ、１ｄ…ユニット、２、２ａ、２
ｂ…柱材、３、３ａ、３ｂ…梁材、４…火打ち材、５、
５ａ、５ｂ…柱側継手金物、６、６ａ、６ｂ…ボルト、
７…補強板、８…梁側継手金物、８ａ…端板、９…ベー
ス部、１０…フランジ部、１１…ボルト孔、１２…ボル
ト孔1, 1a, 1b, 1c, 1d ... Unit, 2, 2a, 2
b ... pillar material, 3a, 3b ... beam material, 4 ... fired material, 5,
5a, 5b ... Pillar-side joint hardware, 6, 6a, 6b ... Bolt,
7 ... Reinforcement plate, 8 ... Beam side joint hardware, 8a ... End plate, 9 ... Base part, 10 ... Flange part, 11 ... Bolt hole, 12 ... Bolt hole

Claims (4)

【特許請求の範囲】[Claims] 【請求項１】 複数本の柱材と、前記柱材の上端間及び
下端間をつなぐ複数本の梁材とからなるユニットハウス
の骨組において、前記柱材上下端の梁接続方向には水平
断面がコ字状のコ字状断面部を有する柱側継手金物を一
体化してあり、各接続方向の梁材端部を前記柱側継手金
物のコ字状断面部内に嵌入し、前記柱側継手金物及び梁
材端部を貫通するボルトで接合してなることを特徴とす
る組立式ユニットハウスの骨組。1. A frame of a unit house comprising a plurality of column members and a plurality of beam members connecting between upper ends and lower ends of the column members, wherein a horizontal cross section in the beam connecting direction of the upper and lower ends of the column members. Is a column-side joint metal fitting having a U-shaped U-shaped cross-section, and the beam end in each connection direction is fitted into the U-shaped cross-section of the pillar-side joint metal, A skeleton of a prefabricated unit house, characterized in that it is joined with bolts that penetrate the ends of a metal object and a beam material. 【請求項２】 前記ユニットハウスは桁側または妻側
に、柱材及び梁材を共有する２以上のユニットからなる
連棟を形成し、連棟の前記ユニット間の柱材上下端に
は、前記柱側継手金物を３方向以上設けてある請求項１
記載の組立式ユニットハウスの骨組。2. The unit house is formed on the girder side or on the gable side with a continuous building composed of two or more units that share a column material and a beam material, and at the upper and lower ends of the column material between the units of the continuous building, The column-side joint hardware is provided in three or more directions.
Skeleton of the described prefabricated unit house. 【請求項３】 前記柱材を上下方向に複数本接続し、下
階の天井梁と上階の床梁を兼ねる梁材の端部を、上下の
柱材間において隣接する柱側継手金物のコ字状断面部内
に嵌入し、上下それぞれの柱側継手金物に対し、柱側継
手金物と梁材端部を貫通するボルトで接合してなる請求
項１または２記載の組立式ユニットハウスの骨組。3. A column-side joint metal article in which a plurality of the column members are connected in the vertical direction and the end portions of the beam members that also serve as the ceiling beams on the lower floor and the floor beams on the upper floor are adjacent to each other between the upper and lower column members. The skeleton of the prefabricated unit house according to claim 1 or 2, which is fitted in the U-shaped cross-section and is joined to the upper and lower pillar-side joint hardware with bolts penetrating the pillar-side joint metal and the beam end portion. . 【請求項４】 前記梁材端部には、前記柱側継手金物の
コ字状断面部内面に当接する梁側継手金物を一体化して
ある請求項１、２または３記載の組立式ユニットハウス
の骨組。4. The assembly type unit house according to claim 1, 2 or 3, wherein a beam-side joint metal fitting that abuts an inner surface of the U-shaped cross-section portion of the column-side joint metal fitting is integrated with the end portion of the beam member. Skeleton.