JP2005240359A - Unit building and building unit - Google Patents

Unit building and building unit Download PDF

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JP2005240359A
JP2005240359A JP2004049772A JP2004049772A JP2005240359A JP 2005240359 A JP2005240359 A JP 2005240359A JP 2004049772 A JP2004049772 A JP 2004049772A JP 2004049772 A JP2004049772 A JP 2004049772A JP 2005240359 A JP2005240359 A JP 2005240359A
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building
unit
units
column
floor
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JP4504046B2 (en
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Takami Mukoyama
孝美 向山
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Misawa Homes Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a unit building and a building unit capable of enlarging a habitable space in a horizontal direction and forming an open ceiling space continuous with the habitable space. <P>SOLUTION: This unit building 1 is provided with at least four building units 4, 5 each having an approximately rectangular parallelepiped skeleton formed including columns and beams, and a slanting roof 6 provided on the building units 4, 5. The respective building units 4, 5 have column omitted corner parts A each formed omitting one column, and arranged in the abutting state of the column omitted corner parts A. Beam omitted parts B are formed on the slanting roof 6 side adjoining the column omitted corner parts A of the building units 4, 5, and a reinforcing beam 20 is laid between the building units 4, 5 adjoining in one direction, in a direction to intersect the beam omitted parts B. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、ユニット式建物及び建物ユニットに関する。   The present invention relates to a unit type building and a building unit.

従来、柱、梁からなる骨組みを備えた略直方体状の例えば４個の建物ユニットを、各建物ユニットそれぞれに定めた１個の柱省略コーナ部同士を突き合わせ配置して、４個の建物ユニット間にわたる柱なしの大空間を形成するとともに、隣合う建物ユニットの間に補強梁を設けて建物全体を補強するユニット式建物が知られている（例えば、特許文献１参照）。   Conventionally, for example, four building units having a substantially rectangular parallelepiped shape with a frame composed of columns and beams are arranged by abutting one column-omitted corner portion determined for each building unit. A unit type building is known in which a large space without pillars is formed and a reinforcing beam is provided between adjacent building units to reinforce the entire building (see, for example, Patent Document 1).

特開２００２−５４２３６号公報JP 2002-54236 A

ところで、勾配屋根を設けた建物では、屋根の下の空間を小屋裏空間として利用することも行われ、さらに、その小屋裏空間を居室空間に連続させて吹き抜け空間を形成することも多く行われている。
しかし、特許文献１のユニット式建物では、水平方向での居室空間を大きくすることはできるが、この居室空間と連続した吹き抜け空間を形成しようとした場合、それぞれの建物ユニットが柱、梁を備えて形成されているため、梁が邪魔となって吹き抜け空間を形成することができないという問題がある。 By the way, in a building with a sloped roof, the space under the roof is also used as the attic space, and the atrium space is often formed by connecting the attic space to the living room space. ing.
However, in the unit type building of Patent Document 1, the living room space in the horizontal direction can be enlarged, but when trying to form an atrium space that is continuous with this living room space, each building unit has a column and a beam. Therefore, there is a problem that it is impossible to form a blow-by space because the beams are obstructing.

本発明の目的は、水平方向での居室空間を大きくできるとともに、この居室空間と連続した吹き抜け空間を形成することができるユニット式建物１及び建物ユニットを提供することである。   An object of the present invention is to provide a unit type building 1 and a building unit that can increase a living room space in the horizontal direction and can form an atrium space continuous with the living room space.

本発明のユニット式建物は、図面を参照して説明すると、図１に示すように、それぞれ柱及び梁を含み形成される略直方体状の骨組みを有する少なくとも４個の建物ユニット３，４，５と、これらの建物ユニット３，４，５の上に設けられた上方建物構成体６または下に設けられた下方建物構成体とを備えたユニット式建物１であって、前記各建物ユニット４，５は、それぞれ１本の柱が省略された柱省略コーナ部Ａを有するとともに、それぞれの柱省略コーナ部Ａを突き合わせて配置され、前記建物ユニット４，５の柱省略コーナ部Ａと隣接する前記上方建物構成体６側または下方建物構成体側に梁省略部Ｂが形成され、この梁省略部Ｂと交差する方向に、一方向に隣合う建物ユニット４，５間に補強梁２０が架け渡されたことを特徴とする。   The unit building of the present invention will be described with reference to the drawings. As shown in FIG. 1, at least four building units 3, 4, 5 each having a substantially rectangular parallelepiped frame each including a column and a beam are provided. And an upper building structure 6 provided on these building units 3, 4, 5 or a lower building structure provided below, each of the building units 4, 4 5 has a column omitted corner portion A in which one column is omitted, and is arranged so as to abut each column omitted corner portion A, and is adjacent to the column omitted corner portion A of the building units 4, 5. A beam omission B is formed on the upper building structure 6 side or the lower building structure side, and a reinforcing beam 20 is bridged between the building units 4 and 5 adjacent in one direction in a direction crossing the beam omission B. It is characterized by .

この発明によれば、４個の建物ユニットが、各建物ユニットの柱省略コーナ部を突き合わせて配置されており、しかも、建物ユニットの柱省略コーナ部と隣接する上方建物構成体または下方建物構成体に梁省略部が形成されているので、４個の建物ユニットで、柱なしで形成される水平方向に連続する大きな空間と、上下に延びる吹き抜け空間とを同時に得ることができる。
また、４個の建物ユニットが、各建物ユニットの柱省略コーナ部を突き合わせて配置されているうえに、柱省略コーナ部と交差する方向に梁省略部が形成されているが、一方向に隣合う建物ユニット間に補強梁が架け渡されているので、柱省略コーナ部、および梁省略部を有する建物ユニットを補強でき、その結果、ユニット式建物の強度を確保することができる。 According to this invention, the four building units are arranged so as to face the column-omitted corner portion of each building unit, and the upper building structure or the lower building structure adjacent to the column-omitted corner portion of the building unit. Since the beam omission part is formed in the four building units, it is possible to obtain simultaneously a large space formed without pillars in the horizontal direction and a blow-off space extending vertically in four building units.
In addition, four building units are arranged so as to face the column-omitted corners of each building unit, and beam omissions are formed in the direction intersecting the column-omitted corners. Since the reinforcing beams are bridged between the matching building units, the pillar-omitted corner portion and the building unit having the beam omitted portion can be reinforced, and as a result, the strength of the unit type building can be ensured.

本発明では、図２に示すように、請求項１に記載のユニット式建物１において、少なくとも４個の建物ユニット３，４，５の上に上方建物構成体が設けられ、この上方建物構成体は勾配屋根６を備え、この勾配屋根６の下方に４個の建物ユニット４，５のうち２個の建物ユニット５が配置され、この建物ユニット５の互いに隣接する２本の天井梁を省略して梁省略部Ｂが形成されている構成が好ましい。   In the present invention, as shown in FIG. 2, in the unit building 1 according to claim 1, an upper building structure is provided on at least four building units 3, 4, and 5. Is provided with a sloped roof 6 and two building units 5 out of the four building units 4 and 5 are arranged below the sloped roof 6, and the two adjacent ceiling beams of the building unit 5 are omitted. Therefore, a configuration in which the beam omitted portion B is formed is preferable.

この発明によれば、４個の建物ユニットで水平方向に連続する大きな空間を得ることができるとともに、この大きな空間と勾配屋根の小屋裏空間とが繋がる吹き抜け空間を得ることができる。   According to the present invention, it is possible to obtain a large space that is continuous in the horizontal direction with four building units, and it is possible to obtain an atrium space in which this large space and the roof space of the sloped roof are connected.

本発明では、図９に示すように、請求項１に記載のユニット式建物１Ａにおいて、少なくとも４個の建物ユニット５Ａ，５Ｂの上に上方建物構成体が設けられ、この上方建物構成体は、４個の建物ユニット５Ａ，５Ｂのうち、２個の建物ユニット５Ｂの上にそれぞれ配置される上階用建物ユニット８で構成され、これらの上階用建物ユニット８が上に配置されていない残りの２個の建物ユニット５Ａで下方建物構成体が構成され、この下方建物構成体における建物ユニット５Ａの互いに隣接する２本の天井梁が省略されて梁省略部 Ｂが形成されている構成が好ましい。   In the present invention, as shown in FIG. 9, in the unit type building 1A according to claim 1, an upper building structure is provided on at least four building units 5A, 5B. Of the four building units 5A and 5B, the upper building units 8 are arranged on the two building units 5B, respectively, and the upper building units 8 are not arranged above. The lower building structure is composed of the two building units 5A, and the two adjacent ceiling beams of the building unit 5A in this lower building structure are omitted to form the beam omitted portion B. .

この発明によれば、一部に上階用建物ユニットが設けられたユニット式建物において、下階部に４個の建物ユニットで水平方向に連続する大きな空間を得ることができるとともに、上階用建物ユニットが載置されていない部位に、大きな空間に繋がる吹き抜け空間を得ることができる。   According to the present invention, in a unit type building in which a building unit for upper floors is provided in part, a large space that is continuous in the horizontal direction can be obtained with four building units on the lower floor, and An atrium space connected to a large space can be obtained at a site where the building unit is not placed.

本発明では、図７に示すように、請求項１ないし請求項３のいずれかに記載のユニット式建物１において、建物ユニット５の外周部分には外周用補強梁３０が架設されている構成が好ましい。
この発明では、一方向に隣合う建物ユニットの間に設けられた補強梁と、建物ユニットの外周部分に架設された外周用補強梁とにより、建物ユニット同士が補強されるので、ユニット式建物の強度が十分に確保される。 In the present invention, as shown in FIG. 7, in the unit type building 1 according to any one of claims 1 to 3, an outer peripheral reinforcing beam 30 is installed on the outer peripheral portion of the building unit 5. preferable.
In this invention, the building units are reinforced by the reinforcing beams provided between the building units adjacent in one direction and the outer peripheral reinforcing beams installed on the outer peripheral portion of the building unit. Enough strength is secured.

本発明では、図８に示すように、請求項４に記載のユニット式建物１において、外周用補強梁３０は建物ユニット５の梁１１と上階部６または下階部との間に配置される水平部３０Ａと、この水平部３０Ａと直交する鉛直部３０Ｂを備えた断面略Ｔ字型とされている構成が好ましい。
この発明では、建物ユニットの吹き抜け空間が形成される部分は梁が省略されており、建物ユニットの強度は低くなるが、建物ユニットの梁省略部に望む梁と上階部または下階部とに渡って略Ｔ字型の外周用補強梁が架設されているので、建物ユニットの補強を行うことができる。 In the present invention, as shown in FIG. 8, in the unit type building 1 according to claim 4, the outer peripheral reinforcing beam 30 is disposed between the beam 11 of the building unit 5 and the upper floor 6 or the lower floor. A configuration having a substantially T-shaped cross section including a horizontal portion 30A and a vertical portion 30B orthogonal to the horizontal portion 30A is preferable.
In this invention, the beam is omitted in the part where the atrium space of the building unit is formed, and the strength of the building unit is reduced, but the beam desired for the beam omitted part of the building unit and the upper floor or the lower floor Since the substantially T-shaped outer circumferential reinforcing beam is installed across the building, the building unit can be reinforced.

本発明の建物ユニットは、図面を参照して説明すると、図５に示すように、上に上階部または下に下階部が配置可能とされ、少なくとも４個が突き合わせて配置される建物ユニット５であって、それぞれ柱１０及び梁１１，１２から形成される略直方体状の骨組み１３Ｂを有するとともに、柱１０のうち４個を突き合わせたときそれぞれの一角部が集まる部位の１本は仮柱１０Ａとされ、梁１１，１２のうち上階部または下階部に隣接する部分の１本が仮梁１１Ｃとされることを特徴とする。   When the building unit of the present invention is described with reference to the drawings, as shown in FIG. 5, the upper floor part can be arranged on the upper side or the lower floor part can be arranged on the lower side, and at least four building units are arranged to face each other. 5, each of which has a substantially rectangular parallelepiped frame 13B formed from the pillar 10 and the beams 11 and 12, and one of the portions where one corner portion gathers when four of the pillars 10 are butted is a temporary pillar. 10A, and one of the beams 11 and 12 adjacent to the upper floor or the lower floor is a temporary beam 11C.

この発明では、仮柱と仮梁とを有する建物ユニットを、同じような構造の他の建物ユニットと組み合わせ、あるいは、仮柱または仮梁のみを有する構造の建物ユニット等と組み合わせることで、少なくとも4個の建物ユニットにわたる水平な大空間を得ることができるとともに、この大空間に上方向または下方向に連続する吹き抜け空間を得ることができる。   In this invention, a building unit having a temporary column and a temporary beam is combined with another building unit having a similar structure, or a building unit having a structure having only a temporary column or a temporary beam. A large horizontal space extending over the individual building units can be obtained, and an atrium space continuous upward or downward can be obtained in the large space.

本発明では、図５に示すように、請求項７に記載の建物ユニット５において、仮柱１０Ａと仮梁１１Ｃとは接合部材１４を介して互いに連結可能とされている構成が好ましい。
この発明では、仮柱と仮梁とを直接連結しなくてもよいので、仮柱と仮梁との製作誤差を接合部材で調整することができ、建物ユニットの組み立てが容易である。 In the present invention, as shown in FIG. 5, in the building unit 5 according to claim 7, it is preferable that the temporary column 10 </ b> A and the temporary beam 11 </ b> C can be connected to each other via a joining member 14.
In this invention, since it is not necessary to directly connect the temporary column and the temporary beam, the manufacturing error between the temporary column and the temporary beam can be adjusted by the joining member, and the assembly of the building unit is easy.

以下、本発明の実施形態を図面に基づいて説明する。
図１〜図８には第１実施形態のユニット式建物１が示されている。
図１，２に示すように、第１実施形態のユニット式建物１は、基礎２の上に設けられたそれぞれ２個づつの下階建物ユニット３、下階建物ユニット４、および下階建物ユニット５と、これらの下階建物ユニット３，４，５の上方に設けられた上方構成体である勾配屋根６とを備えて構成されている。なお、勾配屋根６は、図８に示すように、小屋枠部６Ａと、この小屋枠部６Ａに支持される屋根パネル６Ａを含み構成されている。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.
The unit type building 1 of 1st Embodiment is shown by FIGS.
As shown in FIGS. 1 and 2, the unit type building 1 of the first embodiment includes two lower-floor building units 3, lower-floor building units 4, and lower-floor building units each provided on a foundation 2. 5 and a sloped roof 6 which is an upper structure provided above the lower-floor building units 3, 4, 5. As shown in FIG. 8, the sloped roof 6 includes a shed frame portion 6A and a roof panel 6A supported by the shed frame portion 6A.

以上の建物ユニット３，４，５は、それぞれ２個づつが短辺同士を対向させて配置されされている。
そして、２個の建物ユニット３は、後に詳細を述べるように、それぞれ柱や梁が省略されていない通常の骨組みから構成され、２個の建物ユニット４は、それぞれ１本の柱が省略された柱省略部Ａを有し、２個の建物ユニット５は、それぞれ１本の柱１０が省略された柱省略部Ａ、及び１本の天井梁１１が省略された梁柱省略部Ｂを有している。 Two building units 3, 4 and 5 are arranged with their short sides facing each other.
As will be described in detail later, each of the two building units 3 is composed of a normal framework in which columns and beams are not omitted, and each of the two building units 4 has one column omitted. Each of the two building units 5 has a column omitted portion A in which one column 10 is omitted and a beam column omitted portion B in which one ceiling beam 11 is omitted. ing.

以上の建物ユニット３，４，５は、図３、図４、図５に示す構成とされている。まず、図３に基づいて、建物ユニット３を説明する。
階建物ユニット３は、四隅に立設される４本の柱１０と、これらの柱１０の上端間同士を結合する４本の天井梁１１と、各柱１０の下端間同士を結合する４本の床梁１２とを含む骨組み１３を有し、略直方体状に形成されている。
そして、天井梁１１は各２本の長辺天井梁１１Ａ及び短辺天井梁１１Ｂで構成され、床梁１２は各２本の長辺床梁１２Ａ及び短辺床梁１２Ｂで構成されている。２本の長辺天井梁１１Ａ間、及び２本の長辺床梁１２Ａ間には、図示しないが、複数本の天井小梁、複数本の根太がそれぞれ架け渡されている。また、柱１０と天井梁１１及び床梁１２とは、仕口１４を介して接続されている。 The building units 3, 4, and 5 are configured as shown in FIGS. 3, 4, and 5. First, the building unit 3 will be described with reference to FIG.
The floor building unit 3 includes four pillars 10 erected at the four corners, four ceiling beams 11 that connect the upper ends of these pillars 10, and four that connect the lower ends of the pillars 10. The skeleton 13 including the floor beam 12 is formed in a substantially rectangular parallelepiped shape.
The ceiling beams 11 are each composed of two long side ceiling beams 11A and short side ceiling beams 11B, and the floor beams 12 are each composed of two long side floor beams 12A and short side floor beams 12B. Although not shown, a plurality of ceiling beams and a plurality of joists are spanned between the two long-side ceiling beams 11A and between the two long-side floor beams 12A. In addition, the column 10, the ceiling beam 11, and the floor beam 12 are connected via a joint 14.

前記下階建物ユニット４は、図４に示すように、３本の柱１０と、これらの柱１０の上端間同士を結合する４本の前記天井梁１１と、各柱１０の下端間同士を結合する４本の前記床梁１２とを含む骨組み１３Ａを有し、略直方体状に形成されている。そして、１本の柱が省略された部位が柱省略コーナ部Ａとされている。
なお、建物ユニット３において、柱省略コーナ部Ａには、輸送時や組み立て時等に下階建物ユニット３が変形しないように、仮柱１０Ａが設けられている。 As shown in FIG. 4, the lower-floor building unit 4 includes three columns 10, four ceiling beams 11 that connect the upper ends of these columns 10, and the lower ends of the columns 10. The frame 13A includes four floor beams 12 to be joined, and is formed in a substantially rectangular parallelepiped shape. A portion where one column is omitted is a column omitted corner portion A.
In the building unit 3, the column omitting corner portion A is provided with a temporary column 10 </ b> A so that the lower floor building unit 3 is not deformed during transportation or assembly.

前記下階建物ユニット５は、図５に示すように、４本の柱１０のうち１本を省略して形成された柱省略部Ａを有し、さらに、２本の長辺天井梁１１Ａのうち１本が省略された梁省略部Ｂを有する構造の骨組み１３Ｂを備えて構成されている。
なお、建物ユニット３において、柱省略コーナ部Ａ、及び梁省略部Ｂには、輸送時や組み立て時等に下階建物ユニット３が変形しないように、それぞれ仮柱１０Ａ、仮梁１１Ｃが設けられている。また、仮柱１０Ａと仮梁１１Ｃとは、接合部材である仕口１４を介して互いに連結されている。 As shown in FIG. 5, the lower-floor building unit 5 has a column omitted portion A formed by omitting one of the four columns 10, and further includes two long side ceiling beams 11A. One of them is configured to include a frame 13B having a beam omitted portion B from which one is omitted.
In the building unit 3, the column omitting corner portion A and the beam omitting portion B are provided with a temporary column 10A and a temporary beam 11C, respectively, so that the lower floor building unit 3 is not deformed during transportation or assembly. ing. Further, the temporary column 10A and the temporary beam 11C are connected to each other via a joint 14 which is a joining member.

２個の建物ユニット４、及び建物ユニット５は、図１、図２に示すように、それぞれ柱省略コーナ部Ａ同士を突き合わせ、建物ユニット５は、梁省略部Ｂ同士を突き合わせて配置されている。そのため、ユニット式建物１では、合計４個の建物ユニット４，５により、柱なしの部分で形成される大空間居室Ｒと、梁なしの部分で大空間居室Ｒから小屋裏空間Ｋにいたる吹き抜け空間Ｆが同時に形成される。   As shown in FIG. 1 and FIG. 2, the two building units 4 and the building unit 5 are arranged such that the column omitted corner portions A are butted against each other, and the building unit 5 is arranged so as to be butted against the beam omitted portions B. . Therefore, in the unit type building 1, a total of four building units 4 and 5 make a large space room R formed by a portion without a pillar, and an atrium from the large space room R to a shed space K by a portion without a beam. A space F is formed at the same time.

以上のような建物ユニット４と建物ユニット５との間には、当該建物ユニット４，５に挟まれて補強梁２０が設けられている。この補強梁２０は、柱省略コーナ部Ａに臨む各建物ユニット４，５の特に長辺天井梁１１Ａを補強するために設けられたものであり、２個の建物ユニット４，５の全長に渡って設けられている。
補強梁２０は、図６に詳細を示すように、所定厚さの板部材で形成されるとともに、一端部を建物ユニット４，５の天井梁１１の下端部に揃え、他端部を天井梁１１から上方に突出して形成されている。 Between the building unit 4 and the building unit 5 as described above, a reinforcing beam 20 is provided between the building units 4 and 5. The reinforcing beam 20 is provided to reinforce the long side ceiling beam 11A of each building unit 4 and 5 facing the column omitted corner portion A, and extends over the entire length of the two building units 4 and 5. Is provided.
As shown in detail in FIG. 6, the reinforcing beam 20 is formed of a plate member having a predetermined thickness, one end is aligned with the lower end of the ceiling beam 11 of the building units 4 and 5, and the other end is the ceiling beam. 11 is formed so as to protrude upward.

補強梁２０の長さ方向両端部、及び中央部には、それぞれ補強梁２０に沿って、水平な補強プレート２１，２２が設けられている。これらの補強プレート２１，２２は、補強梁２０の厚さ方向両側に設けられており、補強梁２０の長さ方向両端部の補強プレート２１は、ほぼ正方形状に、中央部の補強プレート２２は、補強梁２０の長さ方向に対向配置された仕口１４間に渡る大きさの矩形状に形成されている。   Horizontal reinforcing plates 21 and 22 are provided along the reinforcing beam 20 at both ends in the length direction of the reinforcing beam 20 and at the center. These reinforcing plates 21 and 22 are provided on both sides of the reinforcing beam 20 in the thickness direction, the reinforcing plates 21 at both ends in the length direction of the reinforcing beam 20 are substantially square, and the reinforcing plate 22 at the center is The reinforcing beam 20 is formed in a rectangular shape having a size extending between the joints 14 opposed to each other in the length direction.

そして、長さ方向両端部の補強プレート２１は、図６に示すように、建物ユニット４，５における外側の各柱１０の頂部同士を連結するようになっている。また、中央部の補強プレート２２は、建物ユニット４，５の補強梁２０の長さ方向に沿った柱省略コーナ部Ａの仕口１４の頂部同士を連結するようになっている。   And the reinforcement plate 21 of the both ends of a length direction connects the top parts of each pillar 10 of the outer side in the building units 4 and 5, as shown in FIG. Further, the central reinforcing plate 22 connects the tops of the joints 14 of the column omitted corner portion A along the length direction of the reinforcing beams 20 of the building units 4 and 5.

すなわち、柱１０及び仕口１４の上端部には、係合ピン１５，１６が立設されるとともにボルト結合用孔１４Ｃがあけられており、これに対して、補強プレート２１には、係合孔２１Ａ，２１Ｂとボルト結合用孔２１Ｃ、補強プレート２２には、係合孔２２Ａ，２２Ｂとボルト結合用孔２２Ｃとがあけられている。   That is, engagement pins 15 and 16 are provided upright at the upper ends of the pillar 10 and the joint 14 and a bolt coupling hole 14C is formed. The holes 21A and 21B and the bolt coupling hole 21C and the reinforcing plate 22 are provided with engagement holes 22A and 22B and a bolt coupling hole 22C.

そのため、まず、柱１０及び仕口１４の上端部に立設された係合ピン１５，１６に、補強プレート２１，２２にあけられた係合孔２１Ａ，２１Ｂ、係合孔２２Ａ，２２Ｂをそれぞれ差し込み、補強梁２０及び補強プレート２１，２２と、建物ユニット４，５とを位置決めして連結することができるようになっている。その後、補強プレート２１のボルト結合用孔２１Ｃ、補強プレート２２のボルト結合用孔２２Ｃと、柱１０及び仕口１４のボルト結合用孔１４Ｃにボルト１７を挿通させ、そのボルト１７にナット１８を螺合させて、補強プレート２１，２２と、建物ユニット４，５とを連結、固定すればよい。   Therefore, first, the engagement holes 21A and 21B and the engagement holes 22A and 22B formed in the reinforcing plates 21 and 22 are provided on the engagement pins 15 and 16 erected on the upper ends of the pillar 10 and the joint 14, respectively. The insertion, the reinforcing beam 20, the reinforcing plates 21, 22 and the building units 4, 5 can be positioned and connected. After that, the bolt 17 is inserted into the bolt coupling hole 21C of the reinforcing plate 21, the bolt coupling hole 22C of the reinforcing plate 22, and the bolt coupling hole 14C of the pillar 10 and the joint 14, and the nut 18 is screwed into the bolt 17. The reinforcing plates 21 and 22 and the building units 4 and 5 may be connected and fixed together.

梁省略部Ｂ同士を突き合わせた建物ユニット５の外周部分には、図１，７，８に示すように、補強梁２０と平行に外周用補強梁３０が架設されている。この外周用補強梁３０は、建物ユニット４，５の天井梁１１と小屋枠６Ａとの間に配置される水平部３０Ａと、この水平部３０Ａと直交する鉛直部３０Ｂとを備えた断面略Ｔ字型とされ、水平部３０Ａが補強梁２０とほぼ同じ長さ寸法に形成されている。   As shown in FIGS. 1, 7, and 8, an outer peripheral reinforcing beam 30 is installed in parallel with the reinforcing beam 20 on the outer peripheral portion of the building unit 5 in which the beam omitted portions B are brought into contact with each other. The outer peripheral reinforcing beam 30 has a horizontal section 30A disposed between the ceiling beam 11 of the building units 4 and 5 and the shed frame 6A, and a vertical section 30B perpendicular to the horizontal section 30A. The horizontal portion 30 </ b> A is formed to have substantially the same length as the reinforcing beam 20.

また、水平部３０Ａの両端部及び中央部には、建物ユニット４，５の前記係合ピン１５，１６と係合する係合孔３０Ｃ，３０Ｄ、及びボルト結合用孔３０Ｅがそれぞれあけられており、これらの係合ピン１５，１６、ボルト結合用孔３０Ｅ等を利用して、前述の補強プレート２１，２２と建物ユニット４，５との連結、固定と同様に、外周用補強梁３０と建物ユニット４，５との連結、固定を行えばよい。
鉛直部３０Ｂの下部は、図７に詳細を示すように、建物ユニット４，５の天井小梁１１Ａの開口側縁部に当接できるようになっており、鉛直部３０Ｂの上部は図８に示すように、小屋枠６Ａの開口側縁部に当接できるようになっている。 In addition, engagement holes 30C and 30D that engage with the engagement pins 15 and 16 of the building units 4 and 5 and bolt connection holes 30E are formed in both ends and the center of the horizontal portion 30A. Using the engaging pins 15 and 16, the bolt coupling hole 30E, etc., the outer peripheral reinforcing beam 30 and the building are connected to and fixed to the reinforcing plates 21 and 22 and the building units 4 and 5 as described above. What is necessary is just to perform connection and fixation with the units 4 and 5.
As shown in detail in FIG. 7, the lower part of the vertical part 30B can come into contact with the opening side edge of the ceiling beam 11A of the building units 4 and 5, and the upper part of the vertical part 30B is shown in FIG. As shown, it can come into contact with the opening side edge of the hut frame 6A.

以上のような第１実施形態によれば、次のような効果が得られる。
（１）各２個づつの建物ユニット３，４，５のうち、建物ユニット４，５が、当該各建物ユニット４，５の柱省略コーナ部Ａを突き合わせて配置されており、しかも、建物ユニット４，５の柱省略コーナ部Ａと隣接する勾配屋根６側の天井梁１１に梁省略部Ｂが形成されているので、４個の建物ユニット４，５で、柱なしで形成される水平方向に連続する大きな空間Ｒと、この空間Ｒから小屋裏Ｋにいたる吹き抜け空間Ｆとを同時に得ることができる。 According to the first embodiment as described above, the following effects can be obtained.
(1) Out of two building units 3, 4 and 5, each of the building units 4 and 5 is arranged so as to abut on the pillar-omitted corner portion A of each of the building units 4 and 5, and the building unit Since the beam omission B is formed on the ceiling beam 11 on the side of the sloped roof 6 adjacent to the corner omission A of the columns 4 and 5, the horizontal direction formed without the columns in the four building units 4 and 5 A large space R that is continuous to the roof space K and a blow-through space F that leads from the space R to the hut K can be obtained simultaneously.

（２）各２個づつの建物ユニット４，５が、それぞれの柱省略コーナ部Ａを突き合わせて配置されているうえに、柱省略コーナ部Ａと交差する方向に梁省略部Ｂが形成されているが、一方向に隣合う建物ユニット４，５間に補強梁２０が架け渡され、この補強梁２０には、隣合う建物ユニット４，５の柱１０の頂部間を連結する水平な補強プレート２１，２２が設けられているので、柱省略コーナ部Ａおよび梁省略部Ｂを有する建物ユニット４，５同士を補強することができる。その結果、ユニット式建物１の強度をより大きなものにすることができる。 (2) Each of the two building units 4 and 5 is arranged so as to abut each column omitted corner portion A, and a beam omitted portion B is formed in a direction intersecting with the column omitted corner portion A. However, a reinforcing beam 20 is bridged between adjacent building units 4 and 5 in one direction, and a horizontal reinforcing plate for connecting the tops of the pillars 10 of the adjacent building units 4 and 5 is connected to the reinforcing beam 20. Since 21 and 22 are provided, the building units 4 and 5 having the column omitted corner portion A and the beam omitted portion B can be reinforced. As a result, the strength of the unit building 1 can be increased.

（３）建物ユニット５の外周部分には、建物ユニット５の天井梁１１、勾配屋根６の屋根枠６Ａとの間に配置される水平部３０Ａと、この水平部３０と直交する鉛直部３０Ｂとを備えた断面略Ｔ字型の外周用補強梁３０が架設されているので、吹き抜け空間Ｆが形成されて強度が弱くなった建物ユニットを補強することができる。その結果、ユニット式建物１の強度をより大きなものにすることができる。 (3) On the outer peripheral part of the building unit 5, a horizontal part 30 </ b> A disposed between the ceiling beam 11 of the building unit 5 and the roof frame 6 </ b> A of the sloped roof 6, and a vertical part 30 </ b> B orthogonal to the horizontal part 30 Since the outer circumferential reinforcing beam 30 having a substantially T-shaped cross section is provided, it is possible to reinforce the building unit in which the blow-through space F is formed and the strength is weakened. As a result, the strength of the unit building 1 can be increased.

（４）建物ユニット５は、仮柱１０Ａと仮梁１１Ｃとを有するので、輸送時やユニット式建物１の構築時等に建物ユニット５が変形するおそれが少ない。 (4) Since the building unit 5 includes the temporary pillars 10A and the temporary beams 11C, the building unit 5 is less likely to be deformed during transportation or when the unit type building 1 is constructed.

（５）建物ユニット５の仮柱１０Ａと仮梁１１Ｃとは、仕口１４を介して互いに連結可能となっているので、仮柱１０Ａと仮梁１１Ｃとを直接連結しなくてもよく、仮柱１０Ａと仮梁１１Ｃとの製作誤差を仕口１４で調整することができる。従って、建物ユニット５の組み立てが容易である。 (5) Since the temporary column 10A and the temporary beam 11C of the building unit 5 can be connected to each other via the joint 14, the temporary column 10A and the temporary beam 11C may not be directly connected. The manufacturing error between the column 10A and the temporary beam 11C can be adjusted by the joint 14. Therefore, the building unit 5 can be easily assembled.

次に、図９〜図１１に基づいて、本発明の第２実施形態を説明する。
本実施形態及び以下の各実施形態において、前記第１実施形態、及び書く実施形態での同一構成部材には、同一符号を付すとともに、その詳細な説明は省略または簡略化する。 Next, a second embodiment of the present invention will be described based on FIGS.
In the present embodiment and each of the following embodiments, the same components in the first embodiment and the writing embodiment are denoted by the same reference numerals, and detailed description thereof is omitted or simplified.

本実施形態のユニット式建物１Ａは、それぞれ柱省略コーナ部Ａ及び梁省略部Ｂを有する２個の下階建物ユニット５Ａを、それぞれ柱省略コーナ部Ａを有する２個の下階建物ユニット５Ｂと組み合わせて構成された下階部７を備えている。この下階部７における２個の下階建物ユニット５Ｂの上方には、上階分９を構成する２個の上階建物ユニット８が載置され、これらの上階建物ユニット８及び２個の下階建物ユニット５Ａの上方には勾配屋根６が設けられている。
なお、この第２実施形態の勾配屋根と前記第１実施形態の勾配屋根とは、形状、大きさが異なっているが、構成はほぼ同じなので、同一符号を付してある。 The unit type building 1A of this embodiment includes two lower-floor building units 5A each having a column omitted corner portion A and a beam omitted portion B, and two lower floor building units 5B each having a column omitted corner portion A. The lower floor part 7 comprised in combination is provided. Above the two lower floor building units 5B in the lower floor portion 7, two upper floor building units 8 constituting the upper floor portion 9 are placed, and these upper floor building units 8 and 2 A sloped roof 6 is provided above the lower floor building unit 5A.
The sloped roof according to the second embodiment and the sloped roof according to the first embodiment are different in shape and size, but are substantially the same in configuration, and are therefore given the same reference numerals.

柱省略コーナ部Ａを有する２個の下階建物ユニット５Ｂは、前記第１実施形態の建物ユニット４と同じものが使用され、図４に示すような構造となっている。
また、柱省略コーナ部Ａ及び梁省略部Ｂを有する２個の下階建物ユニット５Ａは、図１１に示すような構造となっており、１本の柱１０及び１本の天井梁１１Ａが省略された骨組み１３Ｃを備えている。さらに、上階建物ユニット８は、前記第１実施形態の建物ユニット３と同じものが使用され、図３に示すような構造となっている。
そして、柱省略コーナ部Ａ及び梁省略部Ｂには、それぞれ仮柱１０Ａ、仮梁１１Ｃが設けられている。
また、下階建物ユニット５Ａ，５Ｂの間には、前記補強梁２０が架け渡され、下階建物ユニット５Ａの外側には、前記外周用補強梁３０が架け渡されている。 The two lower-floor building units 5B having the column omitted corner portions A are the same as the building unit 4 of the first embodiment, and have a structure as shown in FIG.
Further, the two lower-floor building units 5A having the column omitted corner portion A and the beam omitted portion B have a structure as shown in FIG. 11, and one column 10 and one ceiling beam 11A are omitted. The skeleton 13C is provided. Further, the upper floor building unit 8 is the same as the building unit 3 of the first embodiment, and has a structure as shown in FIG.
The column omitting corner portion A and the beam omitting portion B are provided with a temporary column 10A and a temporary beam 11C, respectively.
The reinforcing beam 20 is bridged between the lower floor building units 5A and 5B, and the outer peripheral reinforcing beam 30 is bridged outside the lower floor building unit 5A.

以上のような各建物ユニット５Ａ，５Ｂ，８を組み合わせたとき、図１０に示すように、各２個づつの下階建物ユニット５Ａ，５Ｂは、それぞれ柱省略コーナ部Ａを有しているので、下階部７には、４個の下階建物ユニット５Ａ，５Ｂ間に連続する水平な大空間Ｒが形成される。
また、２個の下階建物ユニット５Ａは、それぞれ１本の長辺天井梁１１Ａが省略されているので、下階建物ユニット５Ａから小屋裏空間Ｋにいたる吹き抜け空間Ｆが形成される。 When the building units 5A, 5B, and 8 are combined as described above, as shown in FIG. 10, each of the two lower floor building units 5A and 5B has a column omitted corner portion A. In the lower floor portion 7, a horizontal large space R that is continuous between the four lower floor building units 5A and 5B is formed.
In addition, since the two lower-floor building units 5A each have one long side ceiling beam 11A omitted, an atrium space F extending from the lower-floor building unit 5A to the shed space K is formed.

このような本第２実施形態によれば、前記第１実施形態の（１）〜（５）とほぼ同様の効果の他、次のような効果が得られる。
（６）２個の上階建物ユニット８が設けられたユニット式建物１Ａで、下階部７に４個の建物ユニット５Ａ，５Ｂで水平方向に連続する大きな空間Ｒを得ることができるとともに、上階建物ユニット８が載置されていない部位に、小屋裏空間Ｋに繋がる吹き抜け空間Ｆを形成することができる。 According to the second embodiment as described above, the following effects can be obtained in addition to substantially the same effects as (1) to (5) of the first embodiment.
(6) In the unit type building 1A in which the two upper floor building units 8 are provided, a large space R that is continuous in the horizontal direction can be obtained in the lower floor portion 7 with the four building units 5A and 5B. An atrium space F connected to the cabin space K can be formed in a portion where the upper floor building unit 8 is not placed.

次に、図１２〜図１４に基づいて、本発明の第３実施形態を説明する。
本実施形態のユニット式建物１Ｂは、前記第２実施形態の下階部７の上方に、各２個づつの上階建物ユニット８，８Ａを載置して上階部９を構成し、下階部７の下階建物ユニット５Ａと上階建物ユニット８Ａとの間に吹き抜け空間Ｆを構成したものである。
上階建物ユニット８Ａは、図１４に示すように、１本の長辺床梁１２Ａが省略された骨組み１３Ｄを有しており、梁省略部Ｂには、仮梁１２Ｃが設けられている。 Next, a third embodiment of the present invention will be described based on FIGS.
The unit type building 1B of the present embodiment constitutes an upper floor portion 9 by placing two upper floor building units 8 and 8A each above the lower floor portion 7 of the second embodiment. The atrium space F is configured between the lower floor building unit 5A and the upper floor building unit 8A of the floor 7.
As shown in FIG. 14, the upper floor building unit 8 </ b> A has a framework 13 </ b> D in which one long side floor beam 12 </ b> A is omitted, and a temporary beam 12 </ b> C is provided in the beam omitted portion B.

以上のような各建物ユニット５Ａ，５Ｂ，８，８Ａを組み合わせたとき、図１３に示すように、各２個づつの下階建物ユニット５Ａ，５Ｂは、それぞれ柱省略コーナ部Ａを有しているので、下階部７には、４個の下階建物ユニット５Ａ，５Ｂ間に連続する水平な大空間Ｒが形成される。
また、２個の下階建物ユニット５Ａは、それぞれ１本の長辺天井梁１１Ａが省略されており、２個の上階建物ユニット８Ａは、それぞれ１本の長辺床梁１２Ａが省略されているので、下階建物ユニッ５Ａから上階建物ユニット８Ａの室内空間Ｒ１にいたる吹き抜け空間Ｆが形成される。 When the building units 5A, 5B, 8, 8A as described above are combined, as shown in FIG. 13, each of the two lower floor building units 5A, 5B has a column omitted corner portion A. Therefore, a horizontal large space R that is continuous between the four lower building units 5A and 5B is formed in the lower floor 7.
The two lower building units 5A each have one long side ceiling beam 11A omitted, and the two upper floor building units 8A each have one long side floor beam 12A omitted. Therefore, an atrium space F extending from the lower floor building unit 5A to the indoor space R1 of the upper floor building unit 8A is formed.

このような本第３実施形態によれば、前記第１実施形態の（２）、（３）、（４）とほぼ同様の効果の他、次のような効果が得られる。
（７）下階建物ユニット５Ａ，５Ｂが、それぞれ柱省略コーナ部Ａを突き合わせて配置され、かつ、下階建物ユニット５Ａが梁省略部Ｂを突き合わせて配置され、この下階建物ユニット５Ａの上方には、１本の床梁１２が省略された梁省略部Ｂを有しているので、４個の建物ユニット５Ａ，５Ｂで、柱なしで形成される水平方向に連続する大きな空間Ｒと、この空間Ｒから上階建物ユニット８Ａの室内空間Ｒ１にいたる吹き抜け空間Ｆとを同時に得ることができる。 According to the third embodiment as described above, the following effects can be obtained in addition to substantially the same effects as (2), (3), and (4) of the first embodiment.
(7) The lower floor building units 5A and 5B are arranged so as to face the column omitted corner part A, respectively, and the lower floor building unit 5A is arranged so as to face the beam omitted part B, and above the lower floor building unit 5A. Has a beam omission part B in which one floor beam 12 is omitted, so that in the four building units 5A and 5B, a large space R that is formed in the horizontal direction without a pillar, An atrium space F extending from this space R to the indoor space R1 of the upper floor building unit 8A can be obtained simultaneously.

次に、図１５に基づいて、本発明の第４実施形態を説明する。
本実施形態のユニット式建物１Ｃは、前記第３実施形態のユニット式建物１Ｂを上下方向に逆にした構成とされている。
すなわち、ユニット式建物１Ｃの上階部９に水平な大空間Ｒが形成され、この大空間Ｒから下階部７の下階建物ユニット５Ｃの室内空間Ｒ２にいたる吹き抜け空間Ｆが形成されているものである。 Next, a fourth embodiment of the present invention will be described based on FIG.
The unit type building 1C of the present embodiment is configured such that the unit type building 1B of the third embodiment is turned upside down.
That is, a horizontal large space R is formed in the upper floor portion 9 of the unit type building 1C, and an atrium space F extending from the large space R to the indoor space R2 of the lower floor building unit 5C of the lower floor portion 7 is formed. Is.

下階部７の下階建物ユニット５Ｃは、前記第１実施形態の図における建物ユニット３の骨組み１３の長辺天井梁１１Ａを省略した構成となっている。また、上階建物ユニット ８Ｂは、前期第３実施形態の長辺床梁１２Ａを省略した上階建物ユニット８Ａの、さらに１本の柱を省略した構成となっている。
なお、上階建物ユニット５Ｂ、８Ｂ間には、図示しないが、前記補強梁２０が架け渡され、下階建物ユニット５Ｃの外側には、前記外周用補強梁３０が架け渡されている。そして、この場合、外周用補強梁３０は、下階建物ユニット５Ｃの天井梁１１と上階建物ユニット８Ｂの床梁１２とに渡って設けられる。 The lower floor building unit 5C of the lower floor portion 7 has a configuration in which the long side ceiling beams 11A of the framework 13 of the building unit 3 in the drawing of the first embodiment are omitted. Further, the upper floor building unit 8B has a configuration in which one pillar is omitted from the upper floor building unit 8A in which the long side floor beam 12A of the third embodiment of the previous period is omitted.
Although not shown, the reinforcing beam 20 is bridged between the upper floor building units 5B and 8B, and the outer circumferential reinforcing beam 30 is bridged outside the lower floor building unit 5C. In this case, the outer peripheral reinforcing beam 30 is provided across the ceiling beam 11 of the lower floor building unit 5C and the floor beam 12 of the upper floor building unit 8B.

このような本第４実施形態によれば、前記第１実施形態の（２）、（３）、（４）とほぼ同様の効果の他、次のような効果が得られる。
（８）上階部９に、上階建物ユニット５Ｂ、８Ｂで形成される水平方向の大きな空間Ｒを得ることができるとともに、この空間Ｒから下階建物ユニット５Ｃの室内空間Ｒ２にいたる吹き抜け空間Ｆを同時に形成することができる。 According to the fourth embodiment as described above, the following effects can be obtained in addition to substantially the same effects as (2), (3), and (4) of the first embodiment.
(8) A large horizontal space R formed by the upper floor building units 5B and 8B can be obtained in the upper floor portion 9, and the atrium space extending from this space R to the indoor space R2 of the lower floor building unit 5C. F can be formed simultaneously.

次に、図１６に基づいて、本発明の第５実施形態を説明する。
本実施形態のユニット式建物１Ｄは、前記第３実施形態のユニット式建物１Ｂの上階部９に収納空間Ｓを設けた構成とされている。
すなわち、２個の上階建物ユニット８Ａは、その高さ方向の途中位置に中間床部８０を設けた構成とされ、この中間床部８０の下方は、上階建物ユニット８Ａの高さ方向半分の空間Ｒ３とされ、この空間Ｒ３の下方には、下階建物ユニット５Ａにいたる吹き抜け空間Ｆとされている。また、上階建物ユニット８Ａにおける中間床部８０の上方空間は、例えば、各種収納物を収納する収納空間Ｓとなっている。
なお、下階建物ユニット５Ａ，５Ｂ間には、前記補強梁２０が架け渡され、下階建物ユニット５Ａの外側には、図示しないが、前記外周用補強梁３０が架け渡されている。そして、この場合、外周用補強梁３０は、下階建物ユニット５Ａの天井梁１１と上階建物ユニット８Ａの床梁１２とに渡って設けられる。 Next, based on FIG. 16, 5th Embodiment of this invention is described.
The unit type building 1D of this embodiment is configured such that a storage space S is provided in the upper floor portion 9 of the unit type building 1B of the third embodiment.
That is, the two upper-floor building units 8A have a configuration in which an intermediate floor 80 is provided in the middle of the height direction, and the lower part of the intermediate floor 80 is half the height of the upper-floor building unit 8A. The space R3 is below, and below this space R3 is an atrium space F leading to the lower floor building unit 5A. In addition, the upper space of the intermediate floor 80 in the upper floor building unit 8A is, for example, a storage space S for storing various storage items.
The reinforcing beam 20 is bridged between the lower floor building units 5A and 5B, and the outer circumferential reinforcing beam 30 is bridged outside the lower floor building unit 5A, although not shown. In this case, the outer peripheral reinforcing beam 30 is provided across the ceiling beam 11 of the lower building unit 5A and the floor beam 12 of the upper building unit 8A.

このような本第５実施形態によれば、前記第１実施形態の（２）、（３）、（４）とほぼ同様の効果の他、次のような効果が得られる。
（９）４個の下階建物ユニット５Ａ，５Ｂ間に連続する水平方向の大きな空間Ｒと、この空間Ｒから２個の上階建物ユニット８Ａの中間床部８０にいたる吹き抜け空間Ｆとを得ることができるとともに、中間床部８０の上方空間を収納空間Ｓとすることができ、その結果、ユニット式建物１Ｄに多くの収納部をとることができる。 According to the fifth embodiment as described above, the following effects can be obtained in addition to substantially the same effects as (2), (3), and (4) of the first embodiment.
(9) A large horizontal space R that is continuous between the four lower-floor building units 5A and 5B, and an atrium space F that extends from this space R to the intermediate floor portion 80 of the two upper-floor building units 8A. In addition, the space above the intermediate floor 80 can be used as the storage space S. As a result, a large number of storage units can be provided in the unit type building 1D.

次に、図１７に基づいて、本発明の第６実施形態を説明する。
本実施形態のユニット式建物１Ｅは、前記第４実施形態のユニット式建物１Ｃを利用するとともに、第５実施形態のユニット式建物１Ｄの構造を上下方向に逆向きにした構造としたものである。 Next, a sixth embodiment of the present invention will be described based on FIG.
The unit type building 1E of the present embodiment uses the unit type building 1C of the fourth embodiment and has a structure in which the structure of the unit type building 1D of the fifth embodiment is reversed in the vertical direction. .

すなわち、ユニット式建物１Ｅの下階部７を構成する下階建物ユニット５Ｃの高さ方向途中には、前記中間床部８０が設けられ、この中間床部８０の下方の空間は、例えば、各種収納物を収納する収納空間Ｓとなっている。
下階建物ユニット５Ｃの中間床部８０の上方空間Ｒ３とされ、この空間Ｒ３の上方には、上階建物ユニット８Ｂにいたる吹き抜け空間Ｆとされている。また、下階建物ユニット ５Ｃにおける中間床部８０の空間Ｒ４を、例えば、中二階として利用することもできる。
なお、下階建物ユニット５Ｃ，８間には、前記補強梁２０が架け渡され、下階建物ユニット５Ｃの外側には、図示しないが、前記外周用補強梁３０が架け渡されている。そして、この場合、外周用補強梁３０は、下階建物ユニット５Ｃの天井梁１１と上階建物ユニット８Ｂの床梁１２とに渡って設けられる。 That is, the intermediate floor portion 80 is provided in the middle of the lower floor building unit 5C constituting the lower floor portion 7 of the unit type building 1E, and the space below the intermediate floor portion 80 is, for example, various It is a storage space S for storing stored items.
The space R3 is an upper space R3 of the intermediate floor portion 80 of the lower floor building unit 5C, and an atrium space F leading to the upper floor building unit 8B is formed above the space R3. Further, the space R4 of the intermediate floor 80 in the lower floor building unit 5C can be used as, for example, a mezzanine floor.
The reinforcing beam 20 is bridged between the lower floor building units 5C and 8, and the outer circumferential reinforcing beam 30 is bridged outside the lower floor building unit 5C, although not shown. In this case, the outer peripheral reinforcing beam 30 is provided across the ceiling beam 11 of the lower floor building unit 5C and the floor beam 12 of the upper floor building unit 8B.

このような本第５実施形態によれば、前記第１実施形態の（２）、（３）、（４）とほぼ同様の効果の他、次のような効果が得られる。
（１０）４個の上階建物ユニット５Ｂ，８Ｂ間に連続する水平方向の大きな空間Ｒと、この空間Ｒから２個の下階建物ユニット５Ｃの中間床部８０にいたる吹き抜け空間Ｆとを得ることができるとともに、中間床部８０の下方空間を収納空間Ｓとすることができ、その結果、ユニット式建物１Ｅに多くの収納部をとることができる。 According to the fifth embodiment as described above, the following effects can be obtained in addition to substantially the same effects as (2), (3), and (4) of the first embodiment.
(10) A large horizontal space R that is continuous between the four upper floor building units 5B, 8B, and an atrium space F that extends from this space R to the intermediate floor portion 80 of the two lower floor building units 5C. In addition, the space below the intermediate floor 80 can be used as the storage space S. As a result, a large number of storage units can be provided in the unit type building 1E.

なお、本発明は前述の各実施形態に限定されるものではなく、本発明の目的を達成できる範囲での変形、改良等は本発明に含まれるものである。
例えば、前記各実施形態のユニット式建物１，１Ａ〜１Ｅでは、例えば、下階建物ユニット５Ａ、５Ｂを４個、それぞれ柱省略部Ａ、および梁省略部Ｂ同士を突き合わせて配置したが、これに限らない。例えば図１８に第２実施形態として示すように、一方向に下階建物ユニット５Ａ，５Ｂを隣り合わせるとともに、一方向と交差する方向に所定間隔Ｌ離して、下階建物ユニット５Ａ，５Ｂを配置してもよい。
このような実施形態では、下階部７に、さらに所定間隔Ｌ分の広い空間を得ることができる。 The present invention is not limited to the above-described embodiments, and modifications, improvements, and the like within the scope that can achieve the object of the present invention are included in the present invention.
For example, in the unit type buildings 1, 1A to 1E of the above-described embodiments, for example, four lower-floor building units 5A and 5B are arranged in such a manner that the column omitted portion A and the beam omitted portion B are faced to each other. Not limited to. For example, as shown in FIG. 18 as the second embodiment, the lower-floor building units 5A and 5B are arranged adjacent to each other in one direction, and the lower-floor building units 5A and 5B are arranged at a predetermined distance L in a direction intersecting the one direction. May be.
In such an embodiment, a wide space corresponding to the predetermined interval L can be obtained in the lower floor portion 7.

また、前記第１実施形態のユニット式建物１では、２個の建物ユニット５の上方に、小屋裏空間Ｋに連通する吹き抜け空間Ｆを形成したが、これに限らない。例えば、建物ユニット５の外側に、通常の構成の建物ユニット３を配置し、ユニット式建物１の幅方向中央部に小屋裏空間Ｋに連通する吹き抜け空間Ｆを形成してもよい。   Moreover, in the unit type building 1 of the said 1st Embodiment, although the atrium space F connected to the shed space K was formed above the two building units 5, it is not restricted to this. For example, the building unit 3 having a normal configuration may be disposed outside the building unit 5, and the atrium space F communicating with the shed space K may be formed in the center in the width direction of the unit type building 1.

さらに、前記各実施形態のユニット式建物１，１Ａ〜１Ｅでは、外周用補強梁３０を、略Ｔ字型に形成したが、これに限らない。本発明では、例えば、図１８に示すように、板状の外周用補強梁３００としてもよい。この場合、外周用補強梁３００の幅を前記外周用補強梁３０の水平部３０Ａよりも広くし、仕口１４の幅とほぼ等しい寸法に形成することで、強度を大きくすればよい。   Furthermore, in the unit type buildings 1 and 1A to 1E of the respective embodiments, the outer peripheral reinforcing beam 30 is formed in a substantially T shape, but the present invention is not limited thereto. In the present invention, for example, as shown in FIG. 18, a plate-shaped outer peripheral reinforcing beam 300 may be used. In this case, the strength may be increased by making the width of the outer circumferential reinforcing beam 300 wider than the horizontal portion 30 </ b> A of the outer circumferential reinforcing beam 30, and forming it to have a dimension substantially equal to the width of the joint 14.

本発明は、個人住宅用に利用できる他、アパート等共同住宅にも利用することができる。   The present invention can be used not only for private housing but also for apartment houses such as apartments.

本発明に係るユニット式建物の第１実施形態を示す全体図。1 is an overall view showing a first embodiment of a unit building according to the present invention. 前記実施形態のユニット式建物を示す全体概略縦断面図。The whole general | schematic longitudinal cross-sectional view which shows the unit type building of the said embodiment. 前記実施形態における通常の構成の建物ユニットを示す全体斜視図。The whole perspective view which shows the building unit of the normal structure in the said embodiment. 前記実施形態の柱省略部を有する建物ユニットを示す全体斜視図。The whole perspective view which shows the building unit which has the pillar omission part of the said embodiment. 前記実施形態の柱省略部及び梁省略部を有する建物ユニットを示す全体斜視図。The whole perspective view which shows the building unit which has the pillar omission part and beam omission part of the said embodiment. 前記実施形態のユニット式建物の要部を示す分解斜視図。The disassembled perspective view which shows the principal part of the unit type building of the said embodiment. 前記実施形態のユニット式建物における他の要部を示す分解斜視図。The disassembled perspective view which shows the other principal part in the unit type building of the said embodiment. 前記実施形態の外周用補強枠の取り付け上体を示す縦断面図。The longitudinal cross-sectional view which shows the attachment upper body of the reinforcement frame for outer periphery of the said embodiment. 本発明に係るユニット式建物の第２実施形態を示す全体図。The general view which shows 2nd Embodiment of the unit type building which concerns on this invention. 前記第２実施形態のユニット式建物を示す全体概略縦断面図。The whole general | schematic longitudinal cross-sectional view which shows the unit type building of the said 2nd Embodiment. 前記第２実施形態の柱省略部及び梁省略部を有する建物ユニットを示す全体斜視図。The whole perspective view which shows the building unit which has the pillar omission part and beam omission part of the said 2nd Embodiment. 本発明に係るユニット式建物の第３実施形態を示す全体図。The whole figure which shows 3rd Embodiment of the unit type building which concerns on this invention. 前記第３実施形態のユニット式建物を示す全体縦断面図。The whole longitudinal section showing the unit type building of the 3rd embodiment. 前記第３実施形態の梁省略部を有する建物ユニットを示す全体斜視図。The whole perspective view which shows the building unit which has the beam omission part of the said 3rd Embodiment. 本発明に係るユニット式建物の第４実施形態を示す全体図。The general view which shows 4th Embodiment of the unit type building which concerns on this invention. 本発明に係るユニット式建物の第５実施形態を示す全体図。The whole figure which shows 5th Embodiment of the unit type building which concerns on this invention. 本発明に係るユニット式建物の第６実施形態を示す全体図。The whole figure which shows 6th Embodiment of the unit type building which concerns on this invention. 本発明に係るユニット式建物の変形形態を示す全体斜視図。The whole perspective view which shows the deformation | transformation form of the unit type building which concerns on this invention. 本発明に係るユニット式建物の他の変形形態を示す分解斜視図。The disassembled perspective view which shows the other deformation | transformation form of the unit type building which concerns on this invention.

符号の説明Explanation of symbols

１，１Ａ〜１Ｅ…ユニット式建物
３，４，５…下階建物ユニット
６…上方構成体を構成する勾配屋根
１０…柱
１１…天井梁
１１Ａ…長辺天井梁
１１Ｂ…短辺天井梁
１２…床梁
１２Ａ…長辺床梁
１２Ｂ…短辺床梁
１３，１３Ａ〜１３Ｄ…骨組み
２０…補強梁
２１，２２…補強プレート
３０…外周用補強梁
３２…壁パネル
Ａ…柱省略部
Ｂ…梁省略部
Ｆ…吹き抜け空間
Ｋ…小屋裏空間

1,1A-1E ... Unit type building 3,4,5 ... Lower floor building unit
6 ... Gradient roof that constitutes the upper structure
10 ... Pillar
11 ... Ceiling beam
11A ... Long side ceiling beam
11B ... Short-side ceiling beam
12 ... Floor beams
12A ... Long side floor beam
12B ... Short side floor beam 13,13A-13D ... Frame
20 ... Reinforcement beam 21,22 ... Reinforcement plate
30 ... Reinforcing beam for outer periphery
32 ... Wall panel
A ... pillar omission
B ... Beam omission
F ... Atrium space
K ... Hut space

Claims (8)

それぞれ柱及び梁を含み形成される略直方体状の骨組みを有する少なくとも４個の建物ユニットと、これらの建物ユニットの上に設けられた上方建物構成体または下に設けられた下方建物構成体とを備えたユニット式建物であって、
前記各建物ユニットは、それぞれ１本の柱が省略された柱省略コーナ部を有するとともに、それぞれの柱省略コーナ部を突き合わせて配置され、
前記建物ユニットの柱省略コーナ部と隣接する前記上方建物構成体側または下方建物構成体側に梁省略部が形成され、この梁省略部と交差する方向に、一方向に隣合う建物ユニット間に補強梁が架け渡されたことを特徴とするユニット式建物。 At least four building units each having a substantially rectangular parallelepiped frame each including a column and a beam, and an upper building structure provided above these building units or a lower building structure provided below A unit building with
Each of the building units has a column omitted corner portion in which one column is omitted, and is arranged to face each other.
A beam omission part is formed on the upper building structure side or the lower building structure side adjacent to the column omission corner part of the building unit, and a reinforcing beam is provided between the building units adjacent in one direction in a direction crossing the beam omission part. Is a unit type building characterized by the construction of 請求項１に記載のユニット式建物において、前記少なくとも４個の建物ユニットの上に前記上方建物構成体が設けられ、この上方建物構成体は勾配屋根を備え、この勾配屋根の下方に前記４個の建物ユニットのうち２個の建物ユニットが配置され、この建物ユニットの互いに隣接する２本の天井梁を省略して前記梁省略部が形成されていることを特徴とするユニット式建物。   2. The unit building according to claim 1, wherein the upper building structure is provided on the at least four building units, the upper building structure including a sloped roof, and the four buildings below the sloped roof. A unit type building in which two building units are arranged among the building units, and the beam omission part is formed by omitting two adjacent ceiling beams of the building unit. 請求項１に記載のユニット式建物において、前記少なくとも４個の建物ユニットの上に前記上方建物構成体が設けられ、この上方建物構成体は、前記４個の建物ユニットのうち、２個の建物ユニットの上にそれぞれ配置される上階用建物ユニットで構成され、これらの上階用建物ユニットが上に配置されていない残りの２個の建物ユニットで前記下方建物構成体が構成され、この下方建物構成体における建物ユニットの互いに隣接する２本の天井梁が省略されて前記梁省略部が形成されていることを特徴とするユニット式建物。   2. The unit building according to claim 1, wherein the upper building structure is provided on the at least four building units, and the upper building structure includes two buildings among the four building units. The lower building structure is composed of the upper two building units that are arranged above the units, and the remaining two building units that are not arranged on the upper floor building units. A unit type building in which two beam beams adjacent to each other of a building unit in a building structure are omitted to form the beam omitted portion. 請求項１ないし請求項３のいずれかに記載のユニット式建物において、前記建物ユニットの外周部分には外周用補強梁が架設されていることを特徴とするユニット式建物。   The unit type building according to any one of claims 1 to 3, wherein a reinforcing beam for outer periphery is installed on an outer peripheral portion of the building unit. 請求項４に記載のユニット式建物において、前記外周用補強梁は前記建物ユニットの梁と上階部または下階部との間に配置される水平部と、この水平部と直交する鉛直部とを備えた断面略Ｔ字型とされていることを特徴とするユニット式建物。   5. The unit building according to claim 4, wherein the outer circumferential reinforcing beam includes a horizontal portion disposed between the beam of the building unit and an upper floor portion or a lower floor portion, and a vertical portion orthogonal to the horizontal portion. A unit type building characterized by having a substantially T-shaped cross section. 請求項１ないし請求項５のいずれかに記載のユニット式建物において、前記補強梁が架け渡された方向に沿って２個の建物ユニット同士が所定間隔離れて配置され、所定間隔離れて配置された建物ユニットの隙間が壁パネルで塞がれていることを特徴とするユニット式建物。   The unit building according to any one of claims 1 to 5, wherein two building units are arranged apart from each other by a predetermined distance along a direction in which the reinforcing beams are bridged. A unit-type building, characterized in that the gaps between the building units are closed with wall panels. 上に上階部または下に下階部が配置可能とされ、少なくとも４個が突き合わせて配置される建物ユニットであって、
それぞれ柱及び梁から形成される略直方体状の骨組みを有するとともに、前記柱のうち前記４個を突き合わせたときそれぞれの一角部が集まる部位の１本は仮柱とされ、前記梁のうち前記上階部または下階部に隣接する部分の１本が仮梁とされることを特徴とする建物ユニット。 It is a building unit in which the upper floor part can be arranged on the upper side or the lower floor part can be arranged on the lower side, and at least four are arranged to face each other
Each has a substantially rectangular parallelepiped frame formed of a column and a beam, and one of the portions where the corners gather when the four of the columns are abutted is a temporary column, and the top of the beam is the top One of the portions adjacent to the floor or the lower floor is a temporary beam. 請求項７に記載の建物ユニットにおいて、前記仮柱と仮梁とは接合部材を介して互いに連結可能とされていることを特徴とする建物ユニット。   The building unit according to claim 7, wherein the temporary column and the temporary beam are connectable to each other via a joining member.
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JP2007308957A (en) * 2006-05-18 2007-11-29 Misawa Homes Co Ltd Open ceiling reinforcing structure
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