JPH0551972A - Construction method of building - Google Patents
Construction method of buildingInfo
- Publication number
- JPH0551972A JPH0551972A JP24039191A JP24039191A JPH0551972A JP H0551972 A JPH0551972 A JP H0551972A JP 24039191 A JP24039191 A JP 24039191A JP 24039191 A JP24039191 A JP 24039191A JP H0551972 A JPH0551972 A JP H0551972A
- Authority
- JP
- Japan
- Prior art keywords
- unit
- panel
- site
- building
- assembled
- 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
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は、パネル併用軸組構造
をユニット化した建物の構築方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building construction method in which a panel combined frame structure is unitized.
【０００２】[0002]
【従来の技術】ユニット工法住宅は、図４に示すよう
に、工場生産した複数のユニットボックス４１を現場で
接合して構築される住宅である。同図では面材の図示を
省略してあるが、各ユニットボックス４１は、壁や床の
内外装工事および設備工事が施され、高い工場生産化率
が図られる。各ユニットボックス４１は、構造的には柱
４２と梁４３とを剛接合したラーメン構造で構成されて
いる。2. Description of the Related Art A unit construction house is a house constructed by joining a plurality of factory-produced unit boxes 41 on site as shown in FIG. Although illustration of the face material is omitted in the same figure, each unit box 41 is subjected to interior and exterior work for walls and floors and facility work, and a high factory production rate is achieved. Each unit box 41 is structurally configured with a rigid frame structure in which a column 42 and a beam 43 are rigidly joined.
【０００３】[0003]
【発明が解決しようとする課題】しかし、このようにユ
ニットボックス４１がラーメン構造であるため、構造的
に間取りプランの制約が多く、規格範囲外への対応にも
不自由という問題点がある。また、現場によっては、構
築が可能な敷地面積がありながら、ユニットボックスの
搬入や組立てが困難で、ユニット工法が採用できない場
合もある。However, since the unit box 41 has a rigid frame structure as described above, there are many structural restrictions on the floor plan, and there is a problem in that it is inconvenient to deal with outside the standard range. In addition, depending on the site, there is a site area that can be constructed, but it is difficult to carry in and assemble the unit box, and the unit construction method may not be adopted.
【０００４】この発明の目的は、ユニット化による工場
生産化率の向上と、パネル併用軸組構造の間取りプラン
の自由性，敷地対応性を併せ持つ建物の構築方法を提供
することである。An object of the present invention is to provide a method of constructing a building which has an improvement in factory production rate by unitization, flexibility of floor plan for panel combined frame structure and site compatibility.
【０００５】[0005]
【課題を解決するための手段】この発明の構築方法は、
１棟の中にユニット部分と非ユニット部分とを混在さ
せ、かつ両部分を共にパネル併用軸組構造とする方法で
ある。すなわち、柱と梁をピン接合した架構に壁パネル
を組付けてなるユニットボックスを生産し、このユニッ
トボックスを建築現場に搬入して据え付ける。また、柱
と梁をピン接合した架構に壁パネルを組付けてなる建物
部分を、建築現場で前記ユニットボックスに連続して構
築する。The construction method of the present invention comprises:
This is a method in which a unit part and a non-unit part are mixed in one building, and both parts are made into a panel combined frame structure. That is, a unit box is manufactured by assembling a wall panel to a frame in which columns and beams are joined by pins, and the unit box is carried into a construction site and installed. In addition, a building portion, in which a wall panel is assembled to a frame in which columns and beams are joined by pins, is constructed continuously on the building site at the unit box.
【０００６】[0006]
【作用】この構築方法によると、ユニットボックスと現
場構築の建物部分との両方がパネル併用軸組構造である
ため、構築完成状態では、ユニットボックスからなる建
物部分と現場構築の建物部分とが略同様な構造になる。
そのため、ユニット化部分と非ユニット化部分との区分
けを自在に行える。[Advantage] According to this construction method, both the unit box and the site-constructed building part have the panel combined frame structure, so that the building part consisting of the unit box and the site-constructed building part are substantially omitted when the construction is completed. It has a similar structure.
Therefore, it is possible to freely divide the unitized portion and the non-unitized portion.
【０００７】[0007]
【実施例】この発明の一実施例を図１ないし図３に基づ
いて説明する。図１は、１棟の住宅の一部を示し、２個
のユニットボックス１，２を現場でジョイントボックス
３で接合してなる工場組立建物部分Ａと、現場組立の建
物部分Ｂとで構成される。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described with reference to FIGS. FIG. 1 shows a part of one house, which is composed of a factory-assembled building part A formed by joining two unit boxes 1 and 2 with a joint box 3 on site and a building part B assembled on site. It
【０００８】各ユニットボックス１，２は、各々柱７と
梁８をピン接合してなる架構４に外壁パネル５や間仕切
パネル６を組付けると共に、床パネルおよび天井パネル
（図示せず）を組付けてなるパネル併用軸組構造として
ある。外壁パネル５および間仕切パネル６は、各ユニッ
トボックス１，２に設けられる一部のものを、内部にブ
レース等を有する耐力壁とし、残りのものを非耐力壁と
してある。In each of the unit boxes 1 and 2, an outer wall panel 5 and a partition panel 6 are assembled to a frame 4 formed by connecting a pillar 7 and a beam 8 to each other, and a floor panel and a ceiling panel (not shown) are assembled. It has a frame structure that is used together with the panel. The outer wall panel 5 and the partition panel 6 are part of the unit boxes 1 and 2 which are load bearing walls having braces inside, and the rest are non-bearing walls.
【０００９】現場組立建物部分Ｂは、柱７と２階床の梁
８とをジョイントボックス３を介してピン接合して構成
される架構９に、外壁パネル１０や間仕切パネル（図示
せず）を組付けたパネル併用軸組構造に構成される。外
壁パネル１０は設置箇所に応じて耐力壁と非耐力壁とが
選択して使用される。In the on-site assembled building portion B, an outer wall panel 10 and a partition panel (not shown) are attached to a frame 9 constructed by connecting columns 7 and beams 8 on the second floor with pins through a joint box 3. It is constructed in the assembled panel combined frame structure. As the outer wall panel 10, a load bearing wall or a non-bearing wall is selected and used according to the installation location.
【００１０】これらユニットボックス１，２および現場
組立建物部分Ｂは、いずれも柱７および梁８のうち、建
物外周柱７ａや外周梁８ａには、全断面の大きさの柱ま
たは梁が使用され、２本の柱または梁が隣合う柱７ｂや
梁８ｂには、１／２の断面積ものが使用される。また、
４本が隣合う柱７ｃには１／４の断面積のものが使用さ
れる。In each of the unit boxes 1 and 2 and the site-assembled building portion B, of the pillars 7 and the beams 8, the building outer peripheral pillars 7a and the outer peripheral beams 8a are pillars or beams having the size of the entire cross section. A half cross-sectional area is used for the pillar 7b and the beam 8b where two pillars or beams are adjacent to each other. Also,
A pillar having a cross-sectional area of 1/4 is used for the four pillars 7c adjacent to each other.
【００１１】この場合に、例えば図２に示すように、梁
８をＨ形鋼でも、ダブルの溝形鋼でも組立可能とし、モ
ジュール部分において分割可能とする。その各溝形鋼を
前記１／２の大きさの梁８ｂとして使用する。各梁８
ａ，８ｂは、端板１１を溶接しておいてジョイントボッ
クス３にボルト固定可能とする。In this case, for example, as shown in FIG. 2, the beam 8 can be assembled into an H-section steel or a double channel steel, and can be divided into module parts. Each of the channel steels is used as the beam 8b having the half size. Each beam 8
The end plates 11 are welded to a and 8b so that they can be fixed to the joint box 3 by bolts.
【００１２】図３は、柱７の分割例を示す。この例は、
１本の１／２の柱７ｂと、２本の１／４の柱７ｃとを組
み合わせた部分を示す。このように、柱７を１／２分割
および１／４分割が可能なものとして、配置箇所に応じ
て使い分ける。各柱７ｂ，７ｃには、その大きさに応じ
た梁接合部材１２ｂ，１２ｃが上端に溶接してある。FIG. 3 shows an example of division of the pillar 7. This example
A portion obtained by combining one ½ column 7b and two ¼ columns 7c is shown. In this way, the pillar 7 can be divided into ½ and ¼, and the pillar 7 is selectively used according to the location. Beam-joining members 12b and 12c corresponding to the sizes of the columns 7b and 7c are welded to the upper ends thereof.
【００１３】この構築方法によると、パネル併用軸組構
造を基本としてユニット化したため、ユニットボックス
１，２の状態でも、部材単位でも運搬，組立が可能であ
り、組立完了状態では同じ構造となる。そのため、敷地
等に応じて、建物の何れの箇所をユニットボックスと
し、また現場組立部分Ｂとするかを自在に設計でき、工
場，および現場を含めた形で、生産効率およびプレハブ
化率を高めることができる。According to this construction method, since the united structure is based on the panel combined frame structure, it is possible to carry and assemble the unit boxes 1 and 2 or the individual members, and the same structure is obtained in the assembled state. Therefore, it is possible to freely design which part of the building is the unit box and which is the site assembly part B according to the site, etc., and enhance the production efficiency and prefabrication rate in the form including the factory and the site. be able to.
【００１４】また、柱７や梁８の基本寸法を設定してお
けば、邸別生産により従来のパネル併用軸組構造と同等
のフリープラン性を持つことができる。さらに、この実
施例では、柱７および梁８に、隣接本数に応じて１／２
の断面のものや、１／４の断面のものを使用するように
したため、強度低下を伴うことなく、無駄な部材使用が
削減でき、また部材相互の取り合いも良くなる。Further, if the basic dimensions of the pillars 7 and the beams 8 are set, it is possible to have a free plan property equivalent to that of the conventional panel-combined frame structure by production by residence. Further, in this embodiment, the number of adjacent columns 7 and beams 8 is 1/2.
Since the one having the cross section of 1 or the one having the cross section of 1/4 is used, unnecessary use of the members can be reduced without lowering the strength, and the mutual engagement of the members can be improved.
【００１５】[0015]
【発明の効果】この発明の建物の構築方法は、パネル併
用軸組構造を基本としてユニット化するため、従来のパ
ネル併用軸組構造と同様のフリープラン性を持つことが
でき、しかもユニットボックスの状態でも、部材単位で
も運搬，組立が行える。そのため、敷地や間取りプラン
に応じて、工場生産過程および現場構築過程を含めた形
で、生産効率の向上およびプレハブ化率の向上を図るこ
とができる。Since the building construction method of the present invention is unitized on the basis of the panel combined frame structure, it can have the same free plan property as the conventional panel combined frame structure, and further, Transport and assembly can be done either in the state or in component units. Therefore, it is possible to improve the production efficiency and the prefabrication rate in a form including the factory production process and the site construction process according to the site and floor plan.
【図１】この発明の一実施例の構築過程を示す分解斜視
図である。FIG. 1 is an exploded perspective view showing a construction process of an embodiment of the present invention.
【図２】その梁相互の取り合いを示す斜視図である。FIG. 2 is a perspective view showing the mutual connection of the beams.
【図３】同じくその柱相互の取り合いを示す斜視図であ
る。FIG. 3 is a perspective view showing how the columns are fitted together.
【図４】従来のユニット工法住宅の施工過程を示す斜視
図である。FIG. 4 is a perspective view showing a construction process of a conventional unit construction house.
１，２…ユニットボックス、３…ジョイントボックス、
４…架構、５…外壁パネル、６…間仕切パネル、７…
柱、８…梁、９…架構、１０…外壁パネル1, 2 ... Unit box, 3 ... Joint box,
4 ... Frame, 5 ... Exterior wall panel, 6 ... Partition panel, 7 ...
Pillar, 8 ... Beam, 9 ... Frame, 10 ... Exterior wall panel
Claims (1)
組付けてなるユニットボックスを生産する工程と、この
ユニットボックスを建築現場に搬入して据え付ける工程
と、柱と梁をピン接合した架構に壁パネルを組付けてな
る建物部分を前記建築現場で前記ユニットボックスに連
続して構築する工程とを含む建物の構築方法。1. A step of producing a unit box in which a wall panel is assembled to a frame in which columns and beams are joined by pins, a step of bringing this unit box into a construction site and installing it, and columns and beams are joined by pins. A method of constructing a building, comprising a step of constructing a building portion in which a wall panel is assembled to a frame structure in the unit box continuously at the construction site.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3240391A JP2677919B2 (en) | 1991-08-26 | 1991-08-26 | How to build a building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3240391A JP2677919B2 (en) | 1991-08-26 | 1991-08-26 | How to build a building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0551972A true JPH0551972A (en) | 1993-03-02 |
| JP2677919B2 JP2677919B2 (en) | 1997-11-17 |
Family
ID=17058786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3240391A Expired - Lifetime JP2677919B2 (en) | 1991-08-26 | 1991-08-26 | How to build a building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2677919B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017066624A (en) * | 2015-09-28 | 2017-04-06 | 積水化学工業株式会社 | Unit Building |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005307517A (en) * | 2004-04-20 | 2005-11-04 | Inayama Kenchiku Sekkei Jimusho:Kk | Bearing wall |
| KR101533778B1 (en) * | 2009-03-13 | 2015-07-06 | 재단법인 포항산업과학연구원 | Structure for assembling module unit for modular building |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5264124A (en) * | 1975-11-25 | 1977-05-27 | Kentarou Kawai | Metallic pipe pillar for connection with fin and channel |
| JPS61126242A (en) * | 1984-11-20 | 1986-06-13 | 積水化学工業株式会社 | Joint box for house skeletal |
| JPH03166450A (en) * | 1989-11-21 | 1991-07-18 | Misawa Homes Co Ltd | House building method and coupling structure between unit construction part and framework construction part |
-
1991
- 1991-08-26 JP JP3240391A patent/JP2677919B2/en not_active Expired - Lifetime
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5264124A (en) * | 1975-11-25 | 1977-05-27 | Kentarou Kawai | Metallic pipe pillar for connection with fin and channel |
| JPS61126242A (en) * | 1984-11-20 | 1986-06-13 | 積水化学工業株式会社 | Joint box for house skeletal |
| JPH03166450A (en) * | 1989-11-21 | 1991-07-18 | Misawa Homes Co Ltd | House building method and coupling structure between unit construction part and framework construction part |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017066624A (en) * | 2015-09-28 | 2017-04-06 | 積水化学工業株式会社 | Unit Building |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2677919B2 (en) | 1997-11-17 |
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