JPH07145639A - Three story house unit building - Google Patents

Three story house unit building

Info

Publication number
JPH07145639A
JPH07145639A JP5293161A JP29316193A JPH07145639A JP H07145639 A JPH07145639 A JP H07145639A JP 5293161 A JP5293161 A JP 5293161A JP 29316193 A JP29316193 A JP 29316193A JP H07145639 A JPH07145639 A JP H07145639A
Authority
JP
Japan
Prior art keywords
floor
building
wall
unit
frame
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP5293161A
Other languages
Japanese (ja)
Other versions
JP2774058B2 (en
Inventor
Taisuke Yoshimoto
退助 吉元
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP29316193A priority Critical patent/JP2774058B2/en
Publication of JPH07145639A publication Critical patent/JPH07145639A/en
Application granted granted Critical
Publication of JP2774058B2 publication Critical patent/JP2774058B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE:To make it possible to produce a three story unit building at a low cost in a state to maintain strength surely against seismic force, wind load, snow load, etc. CONSTITUTION:Heads 11, sills 12 and jambs 10, 10,... are assembled to form a wall frame, a three story unit building is so completed that a plurality of woody building units formed in the shape of a box respectively by erecting wall panels 3 constituted of structural face members 13 mounted to the wall frame along side edges of floor panels 2 are horizontally and vertically connected to each other, and the wall panels 3 are set in approximately the same wall thickness irrespective of upper and lower floors. While, the total number of jambs 10, 10,... built in one floor building unit 1 forming one floor section is so set that it is in excess of the total number of jambs built in two and three floor building units forming two/three floor sections.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、戸建住宅に適用して
好適な三階建ユニット建物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a three-story unit building suitable for use in a detached house.

【0002】[0002]

【従来の技術】建物の工業生産化率を高める一方式とし
て、ユニット建物の方式が知られている。ユニット建物
は、一棟の建物を、予めいくつかのユニットに分けて工
場生産し、これらを建築現場において施工・組立する方
式の建物である。ユニット建物を構成するユニットを工
法及び主要構造材料に着目して分類すれば、軸組工法が
適用されて組み立てられる鉄骨系のユニットと壁式工法
が適用されて組み立てられる木質系のユニットとが知ら
れている。すなわち、上記鉄骨系のユニットは、特開昭
54−93807号公報等に記載されているように、四
隅の鋼管柱の上下端間をそれぞれ形鋼梁で剛に結んで箱
形の鉄骨骨組とし、この鉄骨骨組に耐力を持たせたもの
であり、一方、木質系のユニットは、特開昭55−15
2236号公報等に記載されているように、木製の床枠
組及び壁枠組に構造用の面材を打ちつけて床パネル及び
壁パネルとし、これらの床パネル及び壁パネルを箱形構
造に組み上げて壁全体及び床全体に耐力性を持たせたも
のである。
2. Description of the Related Art A unit building system is known as a system for increasing the industrial production rate of buildings. A unit building is a building in which one building is divided into several units in advance and produced in a factory, and these are constructed / assembled at a construction site. Units that make up a building are classified by focusing on the construction method and main structural materials, and it is known that there are steel-based units that are assembled by applying the frame construction method and wooden units that are assembled by using the wall method. Has been. That is, as described in Japanese Patent Laid-Open No. 54-93807, the above-mentioned steel frame unit is a box-shaped steel frame structure in which the upper and lower ends of steel pipe columns at the four corners are rigidly connected by shaped steel beams. The steel frame is made to have proof stress, while the wood-based unit is disclosed in JP-A-55-15.
As described in Japanese Patent No. 2236, etc., a wooden floor framework and a wall framework are struck with structural surface materials to form floor panels and wall panels, and these floor panels and wall panels are assembled into a box-shaped structure to form a wall. The whole and the entire floor are made to have proof stress.

【0003】ところで、従来においては、二階建のユニ
ット建物には、鉄骨系のユニットからなるものと木質系
のユニットからなるものとの2種類が存在するが、三階
建のユニット建物としては、耐火性と耐力性とに優れる
鉄骨系のユニットからなるものしか実用上存在していな
かった。
By the way, conventionally, there are two types of two-story unit buildings, one consisting of a steel frame type unit and the other consisting of a wood type unit, but as a three-story unit building, Only those consisting of a steel frame type unit having excellent fire resistance and proof stress existed in practice.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、鉄骨系
のユニットは、材料費が高く、また、溶接等の煩雑で精
密な接合作業を伴うため、木質系のユニットに較べて、
コスト高になる傾向がある。まして、三階建鉄骨系ユニ
ット建物ともなると、鉄骨系のユニット数が増加するた
め、相応の価格で販売できず、このことが、三階建戸建
住宅の普及を妨げる一因となっていた。また、三階建ユ
ニット建物を鉄骨系のみに限るのでは、素材の多様化の
要請に反し、ひいては、素材に対する開発意欲の減退を
招いてしまう。一方、三階建戸建住宅に対しては、公共
性・密集性が薄いため、共同住宅、病院、寄宿舎等を用
途とする三階建の建物に対するような厳格な耐火構造基
準が法上要求されているわけではない。この発明は、上
述の事情に鑑みてなされたもので、地震力や風荷重、積
雪荷重等に対する耐力性を確実に維持したまま、低コス
トで生産できる三階建ユニット建物を提供することを目
的としている。
However, since the steel-based unit has a high material cost and involves complicated and precise joining work such as welding, it is
The cost tends to be high. Moreover, when it comes to three-story steel-frame unit buildings, the number of steel-frame units will increase, so it will not be possible to sell at a reasonable price, which was one factor that prevented the spread of three-story detached houses. . Further, if the three-story unit building is limited to the steel frame system, it is against the demand for diversification of materials, and eventually, the motivation for development of materials is diminished. On the other hand, three-story detached houses are not publicly and densely packed, so strict fire-resistant structural standards are required by law as for three-story buildings such as apartments, hospitals, and dormitories. It has not been done. The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a three-story unit building that can be produced at low cost while reliably maintaining the resistance to earthquakes, wind loads, snow loads, and the like. I am trying.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
に、請求項1記載の発明では、上枠、下枠及び縦枠が組
まれて壁枠組とされ、該壁枠組に構造用の面材が取着さ
れてなる壁パネルを、床パネルの側縁に沿って立設する
ことによりそれぞれ箱形に形成されてなる複数の木質系
の建物ユニットを水平方向及び垂直方向に相互に連結し
て完成される三階建ユニット建物に係り、該三階建ユニ
ット建物の壁部を構成する複数の上記壁パネルを、上階
の壁部か下階の壁部かに関係なく、いずれも略同一寸法
の壁厚に設定する一方、三階建ユニット建物の三階部分
の直下に相当する一階部分を構成する建物ユニットに組
み込まれる縦枠の総数を、上記三階部分を構成する建物
ユニットに組み込まれる縦枠の総数よりも大に設定する
こととした。
In order to solve the above-mentioned problems, in the invention according to claim 1, an upper frame, a lower frame and a vertical frame are assembled into a wall frame, and a structural surface is attached to the wall frame. A plurality of wooden building units, each of which is formed in a box shape by vertically arranging the wall panels to which wood is attached, along the side edges of the floor panels, are connected to each other in the horizontal and vertical directions. Related to a three-story unit building to be completed, the plurality of wall panels forming the wall portion of the three-story unit building may be omitted regardless of whether they are on the upper floor or the lower floor. While setting the wall thickness to the same dimension, the total number of vertical frames incorporated in the building unit that constitutes the first floor portion immediately below the third floor portion of the three-story unit building is the building unit that constitutes the third floor portion. It was decided to set it to be larger than the total number of vertical frames incorporated in.

【0006】また、請求項2記載の発明では、上枠、下
枠及び縦枠が組まれて壁枠組とされ、該壁枠組に構造用
の面材が取着されてなる壁パネルを、床パネルの側縁に
沿って立設することによりそれぞれ箱形に形成された複
数の木質系の建物ユニットを水平方向及び垂直方向に相
互に連結して完成される三階建ユニット建物に係り、上
記建物ユニットの壁部を構成する複数の上記壁パネル
を、上階の壁部か下階の壁部かに関係なく、いずれも略
同一寸法の壁厚に設定する一方、上記三階建ユニット建
物の三階部分の直下に相当する一階部分を構成する建物
ユニットに組み込まれる縦枠には、上記三階部分を構成
する建物ユニットに組み込まれる縦枠よりも厚材を用い
ることとした。
According to the second aspect of the present invention, a floor panel is constructed by combining an upper frame, a lower frame and a vertical frame into a wall frame, and a structural panel is attached to the wall frame. The present invention relates to a three-story unit building completed by connecting a plurality of wood-based building units, each of which is formed in a box shape by standing along the side edge of the panel, in a horizontal direction and a vertical direction, and The plurality of wall panels constituting the wall portion of the building unit are set to have substantially the same wall thickness regardless of whether the wall portion is on the upper floor or the wall portion on the lower floor. The vertical frame incorporated in the building unit forming the first floor portion, which is directly below the third floor portion, is made of thicker material than the vertical frame incorporated in the building unit forming the third floor portion.

【0007】[0007]

【作用】請求項1記載の発明の構成において、荷重負担
の最も大きな一階部分には、壁パネルに縦枠が多数組み
込まれた建物ユニットが配置されている。それ故、過度
の積雪荷重や風荷重、地震力等を受けても、建物が倒壊
する畏れはない。一方、一階部分の壁部を構成する壁パ
ネルの壁厚も、二階部分及び三階部分の壁部を構成する
壁パネルの壁厚と同厚に設定されている。それ故、建物
の一階部分についても、二階部分及び三階部分と同一の
室内内寸法を確保できる。このことは、三階建ユニット
建物における一階部分の室内内寸法を従来の二階建ユニ
ットにおける各階部分の室内内寸法と同一にできること
を意味し、従来の二階建ユニットと同一にすれば、室内
メニューの設計寸法を変えることなく、従来のものをそ
のまま使用できる。したがって、木質系三階建建物のユ
ニット化を実施しても、部品点数(部品の種類)の増加
を招かない。
In the structure of the first aspect of the present invention, a building unit in which a large number of vertical frames are incorporated in the wall panel is arranged in the first floor portion where the load is the largest. Therefore, even if it receives excessive snow load, wind load, seismic force, etc., there is no fear that the building will collapse. On the other hand, the wall thickness of the wall panel forming the wall portion of the first floor portion is also set to be the same as the wall thickness of the wall panel forming the wall portions of the second floor portion and the third floor portion. Therefore, it is possible to secure the same indoor dimensions for the first and second floors of the building as for the second and third floors. This means that the interior dimensions of the first floor of a three-story unit building can be made the same as the interior dimensions of each floor of a conventional two-story unit. The existing one can be used as it is without changing the design dimensions of the menu. Therefore, the unitization of a wooden three-story building does not lead to an increase in the number of parts (type of parts).

【0008】加えて、この発明は、一階部分の壁パネル
を二階部分及び三階部分の壁パネルよりも厚壁とするこ
とにより必要な構造耐力を確保する趣旨ではない。した
がって、大径木から広幅の縦枠を製材する必要がなくな
るので、自然環境を破壊することなく、構造用木材の安
定した供給を持続できる。
In addition, the present invention is not intended to ensure the necessary structural strength by making the wall panel of the first floor part thicker than the wall panels of the second floor part and the third floor part. Therefore, it is not necessary to lumber a wide vertical frame from a large-diameter tree, and a stable supply of structural wood can be maintained without destroying the natural environment.

【0009】また、請求項2記載の発明の構成におい
て、荷重負担の最も大きな一階部分には、壁パネルに通
常のものよりも厚材の縦枠が組み込まれた建物ユニット
が配置されている。それ故、請求項1記載の発明と同様
の効果を得ることができる。
According to the second aspect of the present invention, a building unit in which a vertical frame made of a thicker material than a normal one is incorporated in the wall panel is arranged in the first floor portion where the load is the largest. . Therefore, the same effect as that of the first aspect of the invention can be obtained.

【0010】[0010]

【実施例】以下、図面を参照してこの発明の実施例につ
いて説明する。図1は、この発明の一実施例である三階
建ユニット建物の一階部屋部分を構成する建物ユニット
(以下、一階建物ユニットいう)を示す斜視図である。
同一階建物ユニット1は、壁式工法を適用して形成され
る木質系の居室ユニットであって、同図に示すように、
床パネル2の3つの側縁に沿って壁パネル3,3,…が
立設されて構成されている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing a building unit (hereinafter referred to as a first-floor building unit) that constitutes a first-floor room portion of a three-story unit building that is an embodiment of the present invention.
The same-floor building unit 1 is a wooden room unit formed by applying a wall-type construction method, and as shown in FIG.
Wall panels 3, 3, ... Are erected along the three side edges of the floor panel 2.

【0011】上記床パネル2は、床根太4,4,…と最
外縁の側根太5,5に直交してこれらの木口と突き付け
の状態で端根太6,6が釘打ちされて方形の枠組とさ
れ、さらに床根太4,4,…及び側根太5,5の相互間
に受け材7,7,…も取り付けられて床枠組が形成さ
れ、この床枠組の上面に構造用合板やパーティクルボー
ド等の面材8が、また、床枠組の下面に土台9,9,…
がそれぞれ取り付けられて構成されている。上記土台
9,9,…は、床パネル2の裏側において、基礎の直上
に配置されることになる側根太5や端根太6の下面に、
かつ、これらの根太5,6の長て方向に沿って当接され
て固定されており、一方の側縁部がこれらの根太5,6
の内面よりも床パネル2の内側へ突き出されている。各
土台9は、ユニット建物の組立・施工時、基礎の上面に
当接状態に載置されてアンカーボルトで締結固定され
る。
The floor panel 2 has a rectangular frame structure in which the end joists 6 and 6 are nailed to the floor joists 4, 4 ... And the outermost side lateral joists 5 and 5 at right angles to the wood mouths. , And floor joists 4, 7, ... And side joists 5, 5, are also attached to each other to form a floor frame, and a structural plywood or particle board is formed on the upper surface of the floor frame. , Etc., and the bases 9, 9, ... On the lower surface of the floor frame.
Are attached and configured. The bases 9, 9, ... On the back side of the floor panel 2, on the lower surfaces of the side joists 5 and the end joists 6, which are to be arranged immediately above the foundation,
Moreover, the joists 5 and 6 are abutted and fixed along the longitudinal direction of the joists 5 and 6, and one side edge portion of the joists 5 and 6 is fixed.
Of the floor panel 2 is projected from the inner surface of the floor panel 2. During the assembly and construction of the unit building, each base 9 is placed in contact with the upper surface of the foundation and fastened and fixed with anchor bolts.

【0012】上記各壁パネル3は、縦枠10,10,…
の上端と下端とのそれぞれにおいてこれらの木口と突き
付けの状態で上枠11と下枠12とがそれぞれ釘打ちさ
れて壁枠組とされ、この壁枠組の内外面両側に石膏ボー
ドや木片セメント板等の面材13,13が取り付けら
れ、さらに、内部に断熱材が装填されて構成されてい
る。また、これらの壁パネル3には必要に応じ出入口や
窓等の開口部が形成されている。なお、木質系の二階建
ユニット建物用の構造材として従来から汎用されている
JAS寸法形式でいう204材(厚さ38mm、幅89
mm)が、この例の縦枠10,10,…にもそのまま用
いられている。しかしながら、上記各壁パネル3は、二
階建ユニット建物に適用される通常の壁パネルと較べれ
ば、多数の縦枠10,10,…によって構成されてお
り、これにより、構造耐力の強化が図られている。
The wall panels 3 have vertical frames 10, 10, ...
The upper frame 11 and the lower frame 12 are nailed at the upper end and the lower end, respectively, in a state of being butted against these wood mouths to form a wall frame structure, and a gypsum board, a wood chip cement plate or the like is provided on both inner and outer surfaces of the wall frame structure. The face materials 13 and 13 are attached, and the inside is further filled with a heat insulating material. Further, openings such as entrances and exits and windows are formed in these wall panels 3 as needed. It should be noted that 204 materials (thickness: 38 mm, width: 89 mm) referred to in the JAS dimensional format that has been widely used as a structural material for a wooden two-storied unit building
mm) is also used as it is for the vertical frames 10, 10, ... In this example. However, each of the wall panels 3 is composed of a large number of vertical frames 10, 10, ... Compared with a normal wall panel applied to a two-story unit building, and thereby structural strength is enhanced. ing.

【0013】図2は、一階建物ユニット1の接合部の構
造を示す断面図である。壁パネル3は、同図に示すよう
に、床パネル2に対し、下枠12において釘打ちされる
ことにより立設されている。なお、図1においては、壁
パネル3が床パネル2の三方の側縁に立設されてコの字
壁をなす一階建物ユニット1が示されているが、一階建
物ユニット1が建物のどの箇所を構成するかに応じて、
例えばL字壁をなす一階建物ユニット、二の字壁をなす
一階建物ユニットも形成される。
FIG. 2 is a sectional view showing the structure of the joint portion of the first-floor building unit 1. As shown in the figure, the wall panel 3 is erected on the floor panel 2 by nailing it in the lower frame 12. 1 shows a first-floor building unit 1 in which a wall panel 3 is erected on three side edges of a floor panel 2 to form a U-shaped wall, the first-floor building unit 1 is a building unit. Depending on which part you configure
For example, a first-floor building unit forming an L-shaped wall and a first-floor building unit forming a double-walled wall are also formed.

【0014】上枠11には、その直上に載置される二階
建物ユニットを固定するために用いられる複数個の上下
階接合ボルト14が、互いに所定の距離を隔て、かつ、
雄ねじ部を上方に向けて突出させた状態で植設されてい
る。一方、各土台9には、その長手方向に沿って、基礎
の上面から突出するアンカーボルトを挿通させるための
ボルト挿通孔15が複数穿設されている。
A plurality of upper and lower floor joining bolts 14 used for fixing the second-floor building unit placed directly on the upper frame 11 are separated from each other by a predetermined distance, and
It is planted with the external thread protruding upward. On the other hand, each base 9 is provided with a plurality of bolt insertion holes 15 along its longitudinal direction for inserting the anchor bolts protruding from the upper surface of the foundation.

【0015】図3は、この例の三階建ユニット建物の二
階・三階部屋部分を構成する建物ユニット(以下、二階
三階建物ユニット、又は二階(三階)建物ユニット等と
いう)を示す斜視図である。この二階三階建物ユニット
16は、壁式工法を適用して形成される木質系のユニッ
トである点で、一階建物ユニット1と共通するが、壁パ
ネル17,17,…に対する縦枠(204材)10,1
0,…の総組込み数が、一階建物ユニット1に適用され
る壁パネル3,3,…のそれと較べれば、少ない点で、
一階建物ユニット1と相違している。壁パネル17,1
7,…に組み込まれる縦枠10,10,…の総数が、一
階建物ユニット1のそれに較べれば少ないとはいえ、二
階建ユニット建物に適用される通常の壁パネルに組み込
まれる縦枠の総数とは略同数に設定されていて、また、
壁パネルの厚みは、1階建物ユニットと二階三階建物ユ
ニット16とで同厚に設定されている。二階三階建物ユ
ニット16に加えられる荷重・外部応力は、二階建ユニ
ット建物の各建物ユニットに加えられる荷重・外部応力
と略同程度の大きさであるので、縦枠10,10,…の
総数を一階建物ユニット1のそれよりも少なくしても、
構造耐力上の支障は生じないのである。なお、二階三階
建物ユニット16において、一階建物ユニット1の土台
9に対応する部分は、頭つなぎ18,18,…と称さ
れ、各頭つなぎ18は、ユニット建物の組立・施工時、
対応する一階建物ユニット1の壁パネル3上面(上枠1
1)に当接されてボルトで接合される。
FIG. 3 is a perspective view showing a building unit (hereinafter referred to as a second-floor third-floor building unit, a second-floor (third-floor) building unit, etc.) that constitutes the second-floor and third-floor room portions of the three-story unit building of this example. It is a figure. The second-floor third-floor building unit 16 is common to the first-floor building unit 1 in that it is a wood-based unit formed by applying a wall type construction method, but a vertical frame (204) for the wall panels 17, 17 ,. Material) 10, 1
The total number of built-in 0, ... Is smaller than that of the wall panels 3, 3, ... Applied to the first-floor building unit 1,
It is different from the 1st floor building unit 1. Wall panel 17,1
The total number of vertical frames 10, 10, ... incorporated in 7, ... Is smaller than that of the first-floor building unit 1, but the total number of vertical frames incorporated in a normal wall panel applied to a two-story unit building. And are set to the same number,
The thickness of the wall panel is set to be the same for the first-floor building unit and the second-floor third-floor building unit 16. Since the load / external stress applied to the second-floor third-floor building unit 16 is approximately the same as the load / external stress applied to each building unit of the two-story unit building, the total number of vertical frames 10, 10, ... Less than that of the 1st floor building unit 1,
There is no problem in structural strength. In addition, in the second-floor third-floor building unit 16, the portion corresponding to the base 9 of the first-floor building unit 1 is referred to as a head joint 18, 18, ..., Each head joint 18 is used when assembling / constructing the unit building,
The upper surface of the wall panel 3 of the corresponding first-floor building unit 1 (upper frame 1
It is brought into contact with 1) and joined by bolts.

【0016】上記構成の一階建物ユニット1及び二階三
階建物ユニット16は、建物の工業生産化率を高めるた
めに、予め工場において、運搬可能な大きさの箱形のも
のとして生産され、建築現場に輸送されて、クレーンで
吊り上げられて施工・組立される。図4は、このように
して完成された三階建ユニット建物19を概略的に示
し、一階建物ユニット1,1,…は、基礎20の上にア
ンカーボルトで締結固定されていて、隣接する1階建物
ユニット1,1間同士は、図示せぬジョイントプレート
を介して相互に上枠−上枠間で接合されている。一階建
物ユニット1と二階建物ユニット16との接合は、図5
に示すように、二階建物ユニット16を一階建物ユニッ
ト1の上部に載置した際に、ボルト挿通孔15を経由し
て各頭つなぎ18の上面から突出する上枠11の各上下
階接合ボルト14にナット21を螺着することによりな
されている。二階建物ユニット16と三階建物ユニット
16との接合についても同様である。
The first-floor building unit 1 and the second-floor third-floor building unit 16 having the above-mentioned structure are produced in advance in a factory as a box-shaped product having a transportable size in order to increase the industrial production rate of the building. It is transported to the site, hoisted by a crane, and constructed and assembled. FIG. 4 schematically shows the three-story unit building 19 completed in this way, and the first-story building units 1, 1, ... Are fastened to the foundation 20 with anchor bolts and are adjacent to each other. The first-floor building units 1 and 1 are mutually joined between the upper frame and the upper frame via a joint plate (not shown). The connection between the first-floor building unit 1 and the second-floor building unit 16 is shown in FIG.
As shown in FIG. 5, when the second-floor building unit 16 is placed on the upper part of the first-floor building unit 1, the upper and lower floor joining bolts of the upper frame 11 projecting from the upper surface of each head joint 18 via the bolt insertion holes 15. This is done by screwing a nut 21 onto the screw 14. The same applies to the connection between the second-floor building unit 16 and the third-floor building unit 16.

【0017】このように上記構成によれば、荷重負担の
最も大きな一階部分には、縦枠が多数組み込まれた建物
ユニットが用いられているので、過度の積雪荷重や風荷
重、地震力等を受けても、建物が倒壊する畏れはない。
一方、一階部分の壁部を構成する壁パネル3の壁厚も、
二階部分及び三階部分の壁部を構成する壁パネル17の
壁厚と同厚に設定されているので、建物の一階部分につ
いても、二階部分及び三階部分と同一の室内内寸法を確
保できる。このことは、三階建ユニット建物19におけ
る一階部分の室内内寸法が従来の二階建ユニットにおけ
る各階部分の室内内寸法と同一であることを意味し、そ
れ故、室内メニューの設計寸法を変えることなく、従来
のものをそのまま使用できる。したがって、木質系三階
建建物のユニット化を実施しても、部品点数(部品の種
類)の増加を招かない。
As described above, according to the above configuration, since the building unit having a large number of vertical frames is used in the first floor portion having the largest load bearing, excessive snow load, wind load, seismic force, etc. The building is not afraid to collapse, even if it is received.
On the other hand, the wall thickness of the wall panel 3 that constitutes the wall of the first floor is also
Since it is set to the same thickness as the wall thickness of the wall panel 17 that constitutes the walls of the second and third floors, the same indoor dimensions as the second and third floors are secured for the first floor of the building. it can. This means that the interior dimensions of the first floor portion of the three-story unit building 19 are the same as the interior dimensions of each floor portion of the conventional two-story unit, thus changing the design dimensions of the indoor menu. The conventional one can be used without any modification. Therefore, the unitization of a wooden three-story building does not lead to an increase in the number of parts (type of parts).

【0018】加えて、一階建物ユニット1に組み込まれ
る縦枠10には、JAS寸法形式でいう206材(厚さ
38mm、幅140mm)、208材(厚さ38mm、
幅184mm)、406材(厚さ89mm、幅140m
m)、及び408材(厚さ89mm、幅184mm)等
の厚材を用いないので、大径木から広幅の縦枠を製材す
る必要がなくなるので、自然環境を破壊することなく、
構造用木材の安定した供給を持続できる。
In addition, in the vertical frame 10 incorporated in the first-floor building unit 1, 206 materials (thickness 38 mm, width 140 mm), 208 materials (thickness 38 mm,
Width 184 mm), 406 materials (thickness 89 mm, width 140 m)
m), and 408 materials (thickness 89 mm, width 184 mm) and the like are not used, it is not necessary to lumber a wide vertical frame from a large-diameter tree, so without destroying the natural environment,
A stable supply of structural wood can be sustained.

【0019】以上、この発明の実施例を図面により詳述
してきたが、具体的な構成はこの実施例に限られるもの
ではなく、この発明の要旨を逸脱しない範囲の設計の変
更等があってもこの発明に含まれる。また、上述の実施
例においては、建物の二階部分を構成する二階建物ユニ
ットを三階建物ユニットと同一構成としたが、一階建物
ユニットと同一構成にしても良い。このようにすれば、
耐力性が一段と強化される。
The embodiment of the present invention has been described in detail above with reference to the drawings. However, the specific structure is not limited to this embodiment, and there are design changes and the like within the scope not departing from the gist of the present invention. Also included in the present invention. Further, in the above embodiment, the second-floor building unit constituting the second-floor portion of the building has the same configuration as the third-floor building unit, but it may have the same configuration as the first-floor building unit. If you do this,
The yield strength is further enhanced.

【0020】また、上述の実施例においては、荷重負担
の最も大きな一階部分には、汎用の縦枠材(204材)
を多数組み込んで壁パネルを構成するようにした場合に
ついて述べたが、これに代えて、縦枠の総組込み数は、
二階三階建物ユニットのそれと略同数とする一方、例え
ば、JAS寸法形式でいう304材(厚さ64mm、幅
89mm)、404材(厚さ89mm、幅89mm)等
の厚材を縦枠として用いるようにしても、壁厚に変化を
生じさせず、上述の実施例と同様の効果を得ることがで
きる。
Further, in the above-mentioned embodiment, a general-purpose vertical frame member (204 material) is provided in the first floor portion where the load is the largest.
Although the case where a large number of are incorporated to form a wall panel has been described, instead of this, the total number of incorporated vertical frames is
While using the same number as the second and third floor building units, for example, thick materials such as 304 materials (thickness 64 mm, width 89 mm), 404 materials (thickness 89 mm, width 89 mm) in the JAS dimensional format are used as vertical frames. Even if it does so, it is possible to obtain the same effect as that of the above-described embodiment without changing the wall thickness.

【0021】[0021]

【発明の効果】以上説明したように、この発明の構成に
よれば、荷重負担の最も大きな一階部分には、縦枠が多
数組み込まれた建物ユニット(又は、厚材の縦枠が組み
込まれた建物ユニット)が配置されるので、過度の積雪
荷重や風荷重、地震力等を受けても、建物が倒壊する畏
れはない。一方、一階部分の壁部を構成する壁パネルの
壁厚も、二階部分及び三階部分の壁部を構成する壁パネ
ルの壁厚と同厚に設定されているので、建物の一階部分
についても、二階部分及び三階部分と同一の室内内寸法
を確保できる。このことは、三階建ユニット建物におけ
る一階部分の室内内寸法を従来の二階建ユニットにおけ
る各階部分の室内内寸法と同一に設定できることを意味
し、従来の二階建ユニットと同一にすれば、室内メニュ
ーの設計寸法を変えることなく、従来のものをそのまま
使用できる。したがって、木質系三階建建物のユニット
化を実施しても、部品点数(部品の種類)の増加を招か
ない。
As described above, according to the configuration of the present invention, a building unit (or a thick vertical frame) having a large number of vertical frames is installed in the first-floor portion having the largest load. Since the building unit is installed, even if it receives an excessive snow load, wind load, seismic force, etc., there is no fear that the building will collapse. On the other hand, the wall thickness of the wall panel forming the wall of the first floor is also set to be the same as the wall thickness of the wall panel forming the wall of the second and third floors. As for the above, it is possible to secure the same indoor dimensions as those on the second and third floors. This means that the indoor dimensions of the first-floor portion of a three-story unit building can be set to be the same as the indoor dimensions of each floor portion of a conventional two-story unit, and if the same as the conventional two-story unit, The existing one can be used as it is without changing the design dimension of the indoor menu. Therefore, the unitization of a wooden three-story building does not lead to an increase in the number of parts (type of parts).

【0022】加えて、この発明は、一階部分を構成する
建物ユニットの壁パネルを二階部分及び三階部分を構成
する建物ユニットの壁パネルよりも厚壁とすることによ
り必要な構造耐力を確保する趣旨ではない。したがっ
て、大径木から広幅の縦枠を製材する必要がなくなるの
で、自然環境を破壊することなく、構造用木材の安定し
た供給を持続できる。
In addition, the present invention ensures the necessary structural strength by making the wall panel of the building unit forming the first floor part thicker than the wall panels of the building units forming the second and third floor parts. It is not meant to be done. Therefore, it is not necessary to lumber a wide vertical frame from a large-diameter tree, and a stable supply of structural wood can be maintained without destroying the natural environment.

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

【図1】この発明の一実施例である三階建ユニット建物
の一階部屋部分を構成する一階建物ユニットを示す斜視
図である。
FIG. 1 is a perspective view showing a first-floor building unit constituting a first-floor room portion of a three-story unit building which is an embodiment of the present invention.

【図2】同一階建物ユニットの接合部の構造を示す断面
図である。
FIG. 2 is a cross-sectional view showing a structure of a joint portion of a building unit on the same floor.

【図3】同三階建ユニット建物の二階・三階部屋部分を
構成する二階三階建物ユニットを示す斜視図である。
FIG. 3 is a perspective view showing a second-floor third-floor building unit constituting a second-floor third-floor room portion of the same three-story unit building.

【図4】同三階建ユニット建物を概略的に示す図であ
る。
FIG. 4 is a diagram schematically showing the same three-story unit building.

【図5】同三階建ユニット建物の接合部の構造を示す断
面図である。
FIG. 5 is a cross-sectional view showing a structure of a joint portion of the same three-story unit building.

【符号の説明】 1 一階建物ユニット(木質系の建物ユニット) 2 床パネル 3 壁パネル 10 縦枠 11 上枠 12 下枠 13 面材 16 二階三階建物ユニット 19 三階建ユニット建物[Explanation of symbols] 1 First floor building unit (wooden building unit) 2 Floor panel 3 Wall panel 10 Vertical frame 11 Upper frame 12 Lower frame 13 Face material 16 Second floor Third floor building unit 19 Third floor unit building

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 上枠、下枠及び縦枠が組まれて壁枠組と
され、該壁枠組に構造用の面材が取着されてなる壁パネ
ルを、床パネルの側縁に沿って立設することによりそれ
ぞれ箱形に形成されてなる複数の木質系の建物ユニット
を水平方向及び垂直方向に相互に連結して完成される三
階建ユニット建物において、 該三階建ユニット建物の壁部を構成する複数の前記壁パ
ネルは、上階にあると下階にあるとに関係なく、壁厚が
いずれも略同一寸法に設定されている一方、前記三階建
ユニット建物の三階部分の直下に相当する一階部分を構
成する建物ユニットに組み込まれる縦枠の総数が、前記
三階部分を構成する建物ユニットに組み込まれる縦枠の
総数よりも大に設定されていることを特徴とする三階建
ユニット建物。
1. A wall panel formed by assembling an upper frame, a lower frame and a vertical frame into a wall frame, and a structural panel is attached to the wall frame, and a wall panel is erected along side edges of the floor panel. In a three-story unit building completed by connecting a plurality of wooden building units, each of which is formed in a box shape, to each other in the horizontal and vertical directions, the wall portion of the three-story unit building is completed. The plurality of wall panels constituting the, regardless of whether it is on the upper floor and the lower floor, the wall thickness is set to substantially the same dimension, while the three-story unit building of the third floor part of the It is characterized in that the total number of vertical frames incorporated in the building unit constituting the first floor portion corresponding to the immediately lower portion is set to be larger than the total number of vertical frames incorporated in the building unit constituting the third floor portion. Three-story unit building.
【請求項2】 上枠、下枠及び縦枠が組まれて壁枠組と
され、該壁枠組に構造用の面材が取着されてなる壁パネ
ルを、床パネルの側縁に沿って立設することによりそれ
ぞれ箱形に形成された複数の木質系の建物ユニットを水
平方向及び垂直方向に相互に連結して完成される三階建
ユニット建物において、 前記建物ユニットの壁部を構成する複数の前記壁パネル
は、上階にあると下階にあるとに関係なく、壁厚がいず
れも略同一寸法に設定されている一方、前記三階建ユニ
ット建物の三階部分の直下に相当する一階部分を構成す
る建物ユニットに組み込まれる縦枠には、前記三階部分
を構成する建物ユニットに組み込まれる縦枠よりも厚材
が用いられていることを特徴とする三階建ユニット建
物。
2. A wall panel formed by assembling an upper frame, a lower frame and a vertical frame into a wall frame, and a structural panel is attached to the wall frame, and a wall panel is erected along side edges of the floor panel. In a three-story unit building completed by connecting a plurality of wooden building units, each of which is formed in a box shape, to each other in the horizontal direction and the vertical direction, a plurality of wall units of the building unit The wall panels have the same wall thickness regardless of whether they are on the upper floor or on the lower floor, while they correspond to the portion directly below the third floor portion of the three-story unit building. A three-story unit building, wherein a thicker material is used for a vertical frame incorporated in a building unit forming a first floor portion than that used for a vertical frame incorporated in a building unit forming the third floor portion.
JP29316193A 1993-11-24 1993-11-24 Three-storey unit building Expired - Fee Related JP2774058B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29316193A JP2774058B2 (en) 1993-11-24 1993-11-24 Three-storey unit building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29316193A JP2774058B2 (en) 1993-11-24 1993-11-24 Three-storey unit building

Publications (2)

Publication Number Publication Date
JPH07145639A true JPH07145639A (en) 1995-06-06
JP2774058B2 JP2774058B2 (en) 1998-07-09

Family

ID=17791214

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29316193A Expired - Fee Related JP2774058B2 (en) 1993-11-24 1993-11-24 Three-storey unit building

Country Status (1)

Country Link
JP (1) JP2774058B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018017092A (en) * 2016-07-29 2018-02-01 パナソニックIpマネジメント株式会社 Building unit and manufacturing method of building unit
JP2018017090A (en) * 2016-07-29 2018-02-01 パナソニックIpマネジメント株式会社 Building unit
JP2018017088A (en) * 2016-07-29 2018-02-01 パナソニックIpマネジメント株式会社 Building unit and manufacturing method of building unit

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018017092A (en) * 2016-07-29 2018-02-01 パナソニックIpマネジメント株式会社 Building unit and manufacturing method of building unit
JP2018017090A (en) * 2016-07-29 2018-02-01 パナソニックIpマネジメント株式会社 Building unit
JP2018017088A (en) * 2016-07-29 2018-02-01 パナソニックIpマネジメント株式会社 Building unit and manufacturing method of building unit

Also Published As

Publication number Publication date
JP2774058B2 (en) 1998-07-09

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