JPH045351A - Method for building house in wooden framework construction and its wall panel and floor panel - Google Patents

Method for building house in wooden framework construction and its wall panel and floor panel

Info

Publication number
JPH045351A
JPH045351A JP10717490A JP10717490A JPH045351A JP H045351 A JPH045351 A JP H045351A JP 10717490 A JP10717490 A JP 10717490A JP 10717490 A JP10717490 A JP 10717490A JP H045351 A JPH045351 A JP H045351A
Authority
JP
Japan
Prior art keywords
frame
panel
construction method
wall panel
heat insulating
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.)
Pending
Application number
JP10717490A
Other languages
Japanese (ja)
Inventor
Yasuo Nakahara
中原 靖雄
Kunio Nakahara
中原 國雄
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.)
Mitsuwa Co Ltd
Original Assignee
Mitsuwa 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
Application filed by Mitsuwa Co Ltd filed Critical Mitsuwa Co Ltd
Priority to JP10717490A priority Critical patent/JPH045351A/en
Publication of JPH045351A publication Critical patent/JPH045351A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PURPOSE:To shorten a term of work by setting a timber amount and a work condition based on a house building data, working structural and panel materials and building the prearranged panels between formed frameworks. CONSTITUTION:A necessary timber amount, work shape and sizing are designed by inputting each data of room arrangement, pillar position, size, etc., to a computer. Structural and panel materials are worked based on this design, and building is performed by this worked material. Next, a plurality of pillars 3 are vertically provided at predetermined spaces by laying a floor panel 15 on a base of the foundation 1, and a framework A is formed by connecting the pillars 3 by a beam 4 and a ridge 5 or the like. Then, a wall panel 6, filled with a heat insulating material C, is built in the inside by pasting both surfaces by a moistureproof sheet (d) between the frameworks A. In this way, time and expense can be substantially reduced.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、木造建築業界等において用いる木造軸組工法
における住宅建築方法およびそのパネルに係るもので、
詳しくは、木造軸組工法すなわち在来工法の注文住宅に
おいて、建築に必要な柱等の構造材や、床、壁等に使用
するパネル等をあらかじめ工場において加工しておき、
これらを建築現場へ運搬して組み立てることにより、作
業の高能率化と簡略化が向上して工期の短縮が計れると
共に、熟練技術者によらなくても完成した製品が均一と
なって、高品質の住宅の建築を行なうことができる住宅
建築方法とそれに使用するパネルに関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a house construction method using a wooden frame construction method used in the wooden construction industry, etc., and a panel thereof.
In detail, for custom-built houses using the wooden frame construction method, or conventional construction method, the structural materials such as pillars necessary for construction and the panels used for floors, walls, etc. are processed in advance at a factory.
By transporting these to the construction site and assembling them, the work becomes more efficient and simple, shortening the construction period, and the finished product is uniform and of high quality without the need for skilled engineers. This invention relates to a house construction method that can be used to construct houses and panels used therein.

(従来の技術) 従来、木造建築業界において建設されている一般住宅は
、軸組工法、ツーバイフォー工法、パネル式プレハブ工
法の3つの工法が主として慣用されている。
(Prior Art) Conventionally, three construction methods have been commonly used for general houses constructed in the wooden construction industry: a frame construction method, a two-by-four construction method, and a panel-type prefabricated construction method.

(発明が解決しようとする課題) このうち、軸組工法は、いわゆる日本の伝統的な工法で
あって、注文住宅を建築する際に用いられ、そのほとん
どが−棟ごと間取りや柱の位置が異なるもので、構造材
やパネルを複数の棟について製造しても他の住宅の建築
工事において利用できないため、これら構造材やパネル
を工場において大量に管理生産ができないものである。
(Problem to be solved by the invention) Among these, the frame construction method is a so-called traditional Japanese construction method, and is used when building custom-built houses, and most of them have different floor plans and pillar positions for each building. They are different, and even if structural materials and panels are manufactured for multiple buildings, they cannot be used in construction work for other houses, so these structural materials and panels cannot be manufactured in large quantities in factories.

そして、この工法において施行する場合には、長年の経
験を積んだ熟練技術者による工事が多々あるので、この
技術者が年々減少する現今においては、工期の遅延や工
費の高騰となるばかりか、一般技術者により施行すると
きは、完成した住宅の品質が不均一となり易く、高品質
による注文住宅の建築に大きな問題点を生ずる。
When using this construction method, most of the work is carried out by skilled engineers with many years of experience.As the number of such engineers decreases year by year, this not only causes delays in the construction period and increases in construction costs. When construction is carried out by a general engineer, the quality of the completed house is likely to be uneven, creating a major problem in the construction of high-quality custom-built houses.

更に、継手や仕口等の高級加工は一般技術者には困難で
、現場でのこれら作業は危険も伴うと共に、切端材等の
現場廃材が多く出てその処理に時間と経費が掛かる。
Furthermore, high-grade processing such as joints and joints is difficult for general engineers, and these operations on-site are not only dangerous, but also produce a large amount of on-site waste such as offcuts, which requires time and expense to dispose of.

また、前記した欠点を解消するために、前記構造材やパ
ネルを工場において大量生産したものを、建築現場へ搬
入して組み立てを行なう建築工法として、前記したよう
に、ツーバイフォー、パネル式プレハブ工法が知られて
いるが、これら工法は規格住宅の建築に用いるため、間
取りや柱の位置があらかじめ限定されて自由な住宅設計
を行なうことができないので、その需要が制限され個性
的な住宅を望む購買者には向かない。
In addition, in order to eliminate the above-mentioned drawbacks, two-by-four and panel-type prefabricated construction methods have been introduced as construction methods in which the structural materials and panels are mass-produced in factories and then transported to the construction site and assembled. However, since these construction methods are used to build standard housing, the floor plan and pillar positions are limited in advance, making it impossible to freely design a home.This limits the demand for these methods, making it difficult for buyers who want a unique home. Not suitable for people.

等、それぞれの工法において課題を有するものであった
Each construction method had its own issues.

本発明は前記した問題点を解決するためになされたもの
で、木造軸組工法すなわち在来工法の注文住宅において
、建築に必要な柱等の構造材や、床、壁等に使用するパ
ネル等をあらかじめ工場において加工しておき、これら
を建築現場へ運搬して組み立てることにより、作業の高
能率化と簡略化が向上して工期の短縮が計れると共に、
熟練技術者によらなくても完成した製品が均一となって
、高品質の住宅の建築を行なうことができる住宅建築方
法とそれに使用するパネルを提供することを目的として
いる。
The present invention was made in order to solve the above-mentioned problems, and is used to provide structural materials such as pillars necessary for construction, panels used for floors, walls, etc. in custom-built houses using the wooden frame construction method, that is, conventional construction method. By processing them in advance at a factory and transporting them to the construction site and assembling them, you can improve the efficiency and simplification of work and shorten the construction period.
The purpose of the present invention is to provide a housing construction method and a panel used therein, which can produce a uniform finished product and construct a high-quality housing without the use of skilled engineers.

(課題を解決するための手段) 前記した目的を達成するための本発明の手段は、 (1)■基礎上の土台に柱を立て、該柱を桁や梁、胴差
しにより連結して骨組みを形成する木造軸組工法におい
て、 ■間取りや柱位置等の住宅建築データによる木材量とそ
の加工状態を設定する設計工程と、 ■この設計に基づき工場において構造材およびパネル材
の板取りや切断を行なう加工工程と、 ■工場において前記加工されたパネル材による壁用パネ
ルおよび床用パネルの組み立てを行なう工程と、 ■加工された前記構造材と壁用パネルおよび床用パネル
とを前記現場においての骨組みの間に組み付ける工程と を備えさせた木造軸組工法における住宅建築方法と、 (2)■前記した壁用パネルにおいて、■縦枠と横枠と
により形成した方形状の枠体と、 ■この枠体における内隅部へ対角状に取り付けて、その
両端縁が前記縦枠と横枠とへそれぞれ当接する筋違いと を備えさせた木造軸組工法における住宅建築方法に用い
る壁用パネルの構成と、 (3)■前記した壁用パネルにおいて、■枠体の内側全
面に防湿シート を貼着した木造軸組工法における住宅建築方法に用いる
壁用パネルの構成と、 (4)■圧入手段の圧入により断熱材が充填される前記
壁用パネルにおいで、 ■該枠体内へ蛇行状に取り付けて、前記枠体の内周に前
記断熱材の三大時に該断熱材の移動を妨げない流通路を
形成させた断熱材を設けた木造軸組工法における住宅建
築方法に用いる壁用パネルの構成と、 (5)前記床用パネルの底部において、骨組みされた前
記構造材における土台、梁または桁との当接対応部に吸
振材を付設した木造軸組工法における住宅建築方法に用
いる床用パネルの構成とにある。
(Means for Solving the Problems) The means of the present invention for achieving the above-mentioned objects are as follows: (1) ■ erecting columns on a foundation, and connecting the columns with girders, beams, and beams to form a frame; In the wooden frame construction method that forms the ■A process of assembling wall panels and floor panels from the processed panel materials in a factory; ■Assembling the processed structural materials, wall panels, and floor panels at the site. (2) In the wall panel described above, ■ a rectangular frame formed by a vertical frame and a horizontal frame; ■A wall panel used in the house construction method using the wooden frame construction method, which is attached diagonally to the inner corner of the frame and has a brace with both ends of the frame in contact with the vertical frame and the horizontal frame, respectively. (3) ■In the wall panel described above, ■The configuration of the wall panel used in the housing construction method using the wooden frame construction method in which a moisture-proof sheet is attached to the entire inside of the frame; (4) ■Press-fitting. In the wall panel in which the heat insulating material is filled by press-fitting the means, (1) the heat insulating material is attached to the inner periphery of the frame body in a serpentine manner so as not to obstruct the movement of the heat insulating material when the heat insulating material is applied to the inner periphery of the frame body; (5) The structure of a wall panel used in a house construction method using a wooden frame construction method in which a heat insulating material is provided with a flow path formed therein; The present invention relates to a structure of a floor panel used in a house construction method using a wooden frame construction method, in which a vibration absorbing material is attached to a part corresponding to contact with a girder.

(作  用) 本発明は前記した構成により以下に述べる作用を奏する
(Function) The present invention achieves the following effects with the above-described configuration.

住宅の基本的設計に基づいて間取りや柱の位置および大
きさ等の各データをコンピュータに入力し、該住宅の建
築に必要な構造材および床や壁等に使用するパネルの各
材料について、必要な木材量と加工形状およびそれぞれ
の寸法取りの設計を行なう。
Based on the basic design of the house, data such as the floor plan, the position and size of pillars, etc. are entered into a computer, and the necessary structural materials and materials for the panels used for floors, walls, etc., are input into the computer. We will design the amount of wood, the processed shape, and each dimension.

これら各設計に基づき工場において、構造材やパネル材
に継手、仕口等の加工が加工機によりなされる。
Based on these designs, processing machines are used to create joints, joints, etc. on the structural and panel materials at the factory.

更に、これら加工されたパネル材の各部材は工場におい
て組み立てられてパネルにそれぞれ形成され、−棟の住
宅に使用される各村が生産される。
Furthermore, each member of these processed panel materials is assembled in a factory to form each panel, and each village to be used for the - building housing is produced.

これら各村の一式を建築現場へ運搬して木造軸組工法に
より、当初の設計通りに所定の順序で柱や梁1桁等を連
結して骨組みを形成する。
Each set of these villages will be transported to the construction site, and a framework will be formed by connecting columns, beams, etc. in a predetermined order according to the original design using the wooden frame construction method.

そして、形成された骨組みの間に所定のパネルを組み込
みながら、床あるいは壁を施工していけば、従来工法に
よる注文住宅が完成する。
Then, by constructing the floors or walls while installing predetermined panels between the formed frames, a custom-built house using conventional construction methods is completed.

(実 施 例) 次に本発明に関する木造軸組工法における住宅建築方法
およびそのパネルの一実施例を図面に基づいて説明する
(Example) Next, an example of a house construction method using a wooden frame construction method and a panel thereof according to the present invention will be described based on the drawings.

第1図から第4図は木造軸組工法による住宅において骨
組みAの構築順序を示したもので、該骨組みAの構築に
は所定角に形成した木質構造材を用いるもので、第1図
に示すように、基礎1上へ土台2を据え付け、第2図に
示すように、所定形状、例えば900 x1800ml
に形成した床用パネル15を所定配列で敷き込んである
Figures 1 to 4 show the construction order of frame A in a house using the wooden frame construction method.For the construction of frame A, wooden structural members formed at a predetermined angle are used. As shown, a foundation 2 is installed on the foundation 1, and as shown in FIG.
Floor panels 15 formed in the following manner are laid in a predetermined arrangement.

そして、第3図に示すように、該土台2の上部に所定間
隔で複数本の柱3を立設しであるもので、これら柱3を
桁4や梁5等により連結して骨組みAを形成する。
As shown in Fig. 3, a plurality of columns 3 are erected at predetermined intervals on the top of the foundation 2, and these columns 3 are connected by girders 4, beams 5, etc. to form a frame A. Form.

また、これらの構造材の接続部には第5a〜50図に示
すような継手、仕口、はぞ等の接合前よりを施して、こ
れらの結合により行なわれる。
In addition, the connecting portions of these structural members are provided with joints, joints, grooves, etc., as shown in FIGS. 5a to 50, before joining, and these are joined together.

第4図および第6〜9図において6は前記骨組みAの間
に組み付ける壁用パネルで、建造する住宅形状およびそ
の間取りに合わせて各種の寸法、例えば、900 x 
2400mm、 1200x1800mm等に形成する
In FIG. 4 and FIGS. 6 to 9, reference numeral 6 denotes a wall panel to be assembled between the frames A, and it has various dimensions, for example, 900 x 900, depending on the shape and floor plan of the house to be built.
Form to 2400mm, 1200x1800mm, etc.

そして、第6〜8図に示すように、縦枠77と横枠8,
8とにより方形状の枠体9を形成し、この枠体9の内部
に縦間柱10と横木11を配設して、更に、上下の内隅
部へ対角状に当接する筋違い12を取り付けて、縦方向
および横方向、あるいは、斜め方向へ加わる荷重を支承
させる所定強度を有するようにしである。
As shown in FIGS. 6 to 8, the vertical frame 77 and the horizontal frame 8,
8 to form a rectangular frame 9, vertical studs 10 and crossbars 11 are arranged inside this frame 9, and braces 12 are attached diagonally abutting to the upper and lower inner corners. It is designed to have a predetermined strength to support loads applied in the vertical and lateral directions, or in diagonal directions.

また、該枠体9の両面には、ポリプロピレン等により成
形した防湿シートd、dを気密的に貼着してあり、更に
、内部にはガラスウール等の断熱材Cを、第8〜9図に
示すように、フロア等の圧入手段eの強制圧送により所
定密度、例えば、35Kg/m2程度に充填しである。
Further, moisture-proof sheets d and d formed of polypropylene or the like are airtightly adhered to both sides of the frame 9, and a heat insulating material C such as glass wool is placed inside, as shown in FIGS. As shown in the figure, the floor is filled to a predetermined density, for example, about 35 kg/m2, by force feeding using a press-fitting means e.

なお、前記した防湿シートdは内側のみ設けても良いも
ので、内部への水分の侵入を遮蔽して、充填したガラス
ウールCへの水分の含浸に起因する冬期の結露を防止し
得る構成とする。
Note that the moisture-proof sheet d described above may be provided only on the inside, and has a structure that can block moisture from entering the interior and prevent dew condensation in winter due to moisture impregnation in the filled glass wool C. do.

また、前記筋違い12の両端部は、第6図に示すように
、その対角部を90°に裁断して枠体9に取り付けたと
き該枠体9の隅部と一致させるもので、前記のように9
0°に裁断した対角部のうち、横辺13を横枠8の嵌合
溝8aに嵌着して該横枠8の上面と一致させ、縦辺14
を縦枠7の嵌合溝7aに嵌着して該縦枠7の外側面と一
致させるように設けるもので、それぞれを釘等により連
結固定しである。
Further, as shown in FIG. 6, both ends of the brace 12 are cut diagonally at 90 degrees so that when attached to the frame 9, the ends coincide with the corners of the frame 9. like 9
Of the diagonal parts cut at 0°, the horizontal sides 13 are fitted into the fitting grooves 8a of the horizontal frame 8 to match the upper surface of the horizontal frame 8, and the vertical sides 14
are fitted into the fitting grooves 7a of the vertical frame 7 so as to match the outer surface of the vertical frame 7, and are connected and fixed with nails or the like.

そして、前記した縦間柱10は、枠体9内の縦方向中央
において上下の横枠8,8の間に挿嵌して釘等により連
結固定しである。
The vertical stud 10 described above is inserted between the upper and lower horizontal frames 8, 8 at the longitudinal center of the frame 9, and connected and fixed with nails or the like.

また、前記した横木11は、枠体9内の横方向において
間隔的に多数例えば3本程度取り付けるもので、左右の
縦枠7,7および中間の縦間柱10へ、この横木11の
厚さの嵌合溝7b、 7b、 10aに該横木11を嵌
着して、釘等により連結固定するもので、これらの上面
と外側面は枠体9の外面と一致させである。
Further, the above-mentioned crossbars 11 are installed in large number, for example, about three, at intervals in the horizontal direction within the frame body 9, and are attached to the left and right vertical frames 7, 7 and the intermediate vertical stud 10, depending on the thickness of the crossbars 11. The crossbars 11 are fitted into the fitting grooves 7b, 7b, and 10a and connected and fixed with nails or the like, and their upper and outer surfaces are aligned with the outer surface of the frame 9.

第9図において15は前記骨組みAの間、特に床を形成
するために組み付ける床用パネルで、建造する住宅形状
およびその間取りに合わせて各種の寸法、例えば、12
00X 1800mm等に形成する。
In FIG. 9, reference numeral 15 denotes a floor panel that is assembled between the frames A, especially to form a floor, and has various dimensions, for example, 12
00X 1800mm etc.

そして、縦枠16.16と横枠17.17とにより方形
状の枠体18を形成し、この枠体18の内部へ間隔的に
複数本例えば2本の桟木19を配設すると共に、上面に
は合板20を張設して、それぞれ釘等により連結固定し
である。
A rectangular frame 18 is formed by the vertical frame 16.16 and the horizontal frame 17.17, and a plurality of crosspieces 19, for example, two crosspieces 19, are arranged at intervals inside this frame 18, and the upper surface A plywood board 20 is stretched over the panels, and each is connected and fixed with nails or the like.

21は前記床用パネル15の裏面において、縦枠16と
横枠17および桟木19とに貼着した吸振材で、硬質ゴ
ム、合成樹脂等により成形して、1階の床の場合は土台
、2階以上の床の場合は梁また桁との当接部に対応させ
て設け、該パネル15へ載置したときの振動を吸収して
外部へ雑音、振動が伝達されるのを防止する。
Reference numeral 21 denotes a vibration absorbing material attached to the vertical frame 16, horizontal frame 17, and crosspiece 19 on the back side of the floor panel 15, and is molded from hard rubber, synthetic resin, etc. In the case of a floor of the second floor or higher, it is provided corresponding to the contact portion with a beam or girder, and absorbs vibration when placed on the panel 15 to prevent noise and vibration from being transmitted to the outside.

なお、前記筋違い12の横片13と縦片14、および、
縦枠7と横枠8の嵌合溝7a、 7b、 8a、 8b
のそれぞれの位置および加工角度は、筋違い12の傾斜
角度や希望位置に合わせて切断および溝切りが行なわれ
るもので、これら角度の設定は後記する設計工程におい
て自動的にそれぞれなされる。
In addition, the horizontal piece 13 and the vertical piece 14 of the brace 12, and
Fitting grooves 7a, 7b, 8a, 8b between vertical frame 7 and horizontal frame 8
Cutting and grooving are performed in accordance with the inclination angle and desired position of the brace 12, and these angles are automatically set in the design process described later.

前記した構造材やパネル材の材、板取りおよびこの構造
材やパネル材の接合加より、7a7b 8a 10aは
、あらかじめ、住宅の基本的設計に基づき間取りや柱の
位置および大きさ等の各データをCAD/CAMに入力
し、この住宅の建築に必要な各材料について、前記した
必要な木材量と加工形状およびそれぞれの寸法取りの設
計を行なう。
From the above-mentioned structural materials and panel materials, planing, and joining of these structural materials and panel materials, 7a, 7b, 8a, and 10a are based on the basic design of the house, and each data such as the floor plan, the position and size of pillars, etc. are input into CAD/CAM, and the necessary amount of wood, processed shape, and respective dimensions are designed for each material necessary for constructing this house.

そして、これら各設計に基づき工場において、構造材や
パネル材に継手、仕口等の加より 7a 7b 8a 
10aがドリル機、丸鋸盤等の公知の加工機によりなさ
れる。
Based on these designs, the factory adds joints, joints, etc. to structural materials and panel materials.7a 7b 8a
10a is made using a known processing machine such as a drill machine or a circular saw machine.

22は前記壁用パネル6の内部に充填した断熱材Cの支
持部材で、第8〜9図に示すように、該断熱材Cが壁用
パネル6の運搬中、あるいは、骨組みAへ取り付は後の
自重により−側または下部へ沈下するのを防止するもの
で、この支持部材22により断熱材Cは当初に充填した
通りに、その全体において均一な充填が保持される。
Reference numeral 22 denotes a support member for the heat insulating material C filled inside the wall panel 6, and as shown in FIGS. The support member 22 prevents the heat insulating material C from sinking to the negative side or lower part due to its own weight, and the support member 22 maintains uniform filling throughout the heat insulating material C as originally filled.

そしてこの構成は、枠体9の厚さに見合う幅に形成した
金属または合成樹脂製の帯板を用いるもので、第9図に
示すように、縦枠7と縦間柱10との間において所定の
うねりで蛇行状に取り付け、しかも、その両端部22a
および折曲部22bが縦枠7、または、縦間柱10との
間に前記断熱材Cが充填時に自由に流通するが、充填後
は容易に移動しない流通路23が形成されるようにしで
ある。
This configuration uses a metal or synthetic resin band plate formed to a width corresponding to the thickness of the frame body 9, and as shown in FIG. It is attached in a meandering manner with the undulations of the
A flow path 23 is formed between the bent portion 22b and the vertical frame 7 or the vertical stud 10, in which the heat insulating material C freely flows during filling, but does not move easily after filling. .

24は骨組みAの間に組み込んだ前記壁用パネル6を固
着する金属製の連結板で、第7図に示すように、−側を
パネル6へ固定し他側を梁または桁へ釘等により取り付
ける。
Reference numeral 24 denotes a metal connecting plate for fixing the wall panel 6 installed between the frames A, as shown in FIG. Attach.

(発明の効果) 前述のように本発明の方法およびそのパネルは、日本の
伝統的な工法である軸組工法により建築される注文住宅
の構造材およびパネル材を、工場において機械的に一括
生産されるので、これら材料に加工する面倒な継手や仕
口、溝切り等を専門的な熟練技術者によらなくても簡単
で一律に加工できる。
(Effects of the Invention) As mentioned above, the method of the present invention and its panels enable mechanical batch production of structural materials and panel materials for custom-built houses built using the framework construction method, which is a traditional Japanese construction method, in a factory. Therefore, troublesome joints, joints, grooves, etc. that are processed on these materials can be easily and uniformly processed without the need of specialized skilled engineers.

建築現場において前記した加工を施さないので、作業の
安全性が向上すると共に、切端材等の廃材の排出量を可
及的に減少させ得るので、これらの処理に要していた時
間および経費が大幅に軽減される。
Since the above-mentioned processing is not performed at the construction site, work safety is improved, and the amount of waste materials such as cut ends can be reduced as much as possible, reducing the time and expense required for processing these materials. significantly reduced.

床および壁の構築にパネルを用いて行なうため、在来工
法であってもパネル工法並の工事の合理化となって工期
の短縮が計れる。
Since panels are used to construct the floors and walls, even if the construction is done using conventional construction methods, the construction work can be streamlined and the construction period can be shortened, comparable to the panel construction method.

また、前記パネルも工場において設計、板取りおよび組
み立てが行なわれ、しかも、従来面倒だった筋違いの取
り付けも簡便に行なわれ、十分な据え付け、嵌込みに要
する壁厚がないために耐力壁が使用できない箇所におい
ても、壁用パネルの強度が向上したので利用することが
できる。
In addition, the panels are designed, cut out, and assembled at the factory, and can be easily installed on opposite sides, which was previously a hassle. Load-bearing walls are used because there is not enough wall thickness for installation and fitting. The strength of the wall panels has been improved so that they can be used even in places where this is not possible.

壁用パネルの全面に防湿用シートを張設しであるから、
該パネルの内部に充填した断熱材へ水分が侵入すること
がないので、冬期において結露の発生を防止することが
できる。
Since the entire surface of the wall panel is covered with a moisture-proof sheet,
Since moisture does not enter the heat insulating material filled inside the panel, it is possible to prevent dew condensation from occurring in the winter.

前記壁用パネルの内部に蛇行状の支持部材を設けたもの
であるから、この支持部材により充填された断熱材の沈
下を防止して、パネルの全面において安定した断熱効果
を得ることができる。
Since the serpentine support member is provided inside the wall panel, the support member prevents the filled insulating material from sinking, and a stable heat insulation effect can be obtained over the entire surface of the panel.

床用パネルの裏面に吸振材を付設したものであるので、
床に載置したときの振動音を軽減させると共に、パネル
下面と受面とに多少の隙間を生じていても、これにより
吸収して平面性が向上する。
Since it is a floor panel with vibration absorbing material attached to the back side,
This reduces vibration noise when placed on the floor, and even if there is some gap between the lower surface of the panel and the receiving surface, this absorbs it and improves flatness.

等の格別な効果を奏するものである。It has special effects such as

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明に関する方法およびそのパネルの一実施例
を示すもので、第1〜3図は住宅における骨組みの形成
状態を示す斜視図で、第1図は基礎に土台を据え付ける
状態を、第2図は土台へ床用パネルを載置した状態を、
第3図は柱、梁9桁を組んだ状態をそれぞれ示す。第4
図は骨組みの間に壁用パネルを組み込んだ状態の斜視図
。第5a〜5c図は構造材に施した接合加工を示す要部
の斜視図。第6図は壁用パネルを分解した状態の斜視図
。第7図は壁用パネルの組み立てた状態の斜視図。第8
図は壁用パネルの断面図。第9図は壁用パネルの防湿シ
ートを一部破断した状態の平面図。第1O図は床用パネ
ルの斜視図である。 図において1は基礎、2は土台、3は柱。 4は桁、5は梁、6は壁用パネル、15は床用パネル、
7,7は縦枠、8,8は横枠、9は枠体、12は筋違い
、d、dは防湿シート、eは圧入手段、Cは断熱材、2
3は流通路、22は支持部材、21は吸振材である。 第 図 どU 図
The drawings show an embodiment of the method and panel thereof related to the present invention. Figures 1 to 3 are perspective views showing the state of forming a frame in a house, and Figure 1 shows the state of installing a foundation on the foundation, and the second The figure shows the floor panel placed on the base.
Figure 3 shows the state in which nine columns and nine beams are assembled. Fourth
The figure is a perspective view of the wall panel installed between the frames. Figures 5a to 5c are perspective views of main parts showing the joining process performed on the structural members. FIG. 6 is a perspective view of the wall panel in an exploded state. FIG. 7 is a perspective view of the wall panel in an assembled state. 8th
The figure is a cross-sectional view of a wall panel. FIG. 9 is a plan view of the wall panel with the moisture-proof sheet partially cut away. FIG. 1O is a perspective view of the floor panel. In the diagram, 1 is the foundation, 2 is the foundation, and 3 is the pillar. 4 is a girder, 5 is a beam, 6 is a wall panel, 15 is a floor panel,
7, 7 are vertical frames, 8, 8 are horizontal frames, 9 is a frame body, 12 is a brace, d, d are moisture-proof sheets, e is a press-fitting means, C is a heat insulating material, 2
3 is a flow path, 22 is a support member, and 21 is a vibration absorbing material. Figure U Figure

Claims (5)

【特許請求の範囲】[Claims] (1)基礎上の土台に柱を立て、該柱を桁や梁、胴差し
により連結して骨組みを形成する木造軸組工法において
、間取りや柱位置等の住宅建築データによる木材量とそ
の加工状態を設定する設計工程と、この設計に基づき工
場において構造材およびパネル材の板取りや切断を行な
う加工工程と、工場において前記加工されたパネル材に
よる壁用パネルおよび床用パネルの組み立てを行なう工
程と、加工された前記構造材と壁用パネルおよび床用パ
ネルとを前記現場においての骨組みの間に組み付ける工
程とを備えさせたことを特徴とする木造軸組工法におけ
る住宅建築方法。
(1) In the wooden frame construction method, in which columns are erected on a foundation and connected with girders, beams, and beams to form a framework, the amount of wood and its processing are determined based on housing construction data such as the floor plan and column positions. A design process for setting the condition, a processing process for planing and cutting structural materials and panel materials in a factory based on this design, and assembling wall panels and floor panels using the processed panel materials in a factory. and a step of assembling the processed structural materials, wall panels, and floor panels between the frames at the site.
(2)前記した壁用パネルにおいて、縦枠と横枠とによ
り形成した方形状の枠体と、この枠体における内隅部へ
対角状に取り付けて、その両端縁が前記縦枠と横枠とへ
それぞれ当接する筋違いとを備えさせたことを特徴とす
る請求項(1)記載の木造軸組工法における住宅建築方
法に用いる壁用パネル。
(2) In the above-mentioned wall panel, a rectangular frame formed by a vertical frame and a horizontal frame is attached diagonally to the inner corner of this frame, and both edges thereof are connected to the vertical frame and the horizontal frame. The wall panel used in a house construction method using a wooden frame construction method according to claim 1, further comprising braces that abut against the frame.
(3)前記した壁用パネルにおいて、枠体の内側全面に
防湿シートを貼着したことを特徴とする請求項(1)記
載の木造軸組工法における住宅建築方法に用いる壁用パ
ネル。
(3) A wall panel for use in a house construction method using a wooden frame construction method according to claim (1), wherein a moisture-proof sheet is attached to the entire inside of the frame.
(4)圧入手段の圧入により内部へ断熱材が充填される
前記壁用パネルにおいて、該枠体内へ蛇行状に取り付け
て、前記枠体の内周に前記断熱材の圧入時に該断熱材の
移動を妨げない流通路を形成させた断熱材の支持部材を
設けたことを特徴とする請求項(1)記載の木造軸組工
法における住宅建築方法に用いる壁用パネル。
(4) In the wall panel whose interior is filled with a heat insulating material by press-fitting the press-fitting means, the heat insulating material is attached to the frame body in a meandering manner, and the heat insulating material moves when the heat insulating material is press-fitted into the inner periphery of the frame body. 2. A wall panel for use in a house construction method using a wooden frame construction method according to claim 1, further comprising a support member for a heat insulating material forming a flow path that does not obstruct the flow.
(5)前記床用パネルの底部において、骨組みされた前
記構造材における土台、梁または桁との当接対応部に吸
振材を付設したことを特徴とする請求項(1)記載の木
造軸組工法における住宅建築方法に用いる床用パネル。
(5) The wooden framework according to claim (1), characterized in that, at the bottom of the floor panel, a vibration absorbing material is attached to a portion of the framed structural material that comes into contact with a base, a beam, or a girder. Floor panels used in house construction methods.
JP10717490A 1990-04-23 1990-04-23 Method for building house in wooden framework construction and its wall panel and floor panel Pending JPH045351A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10717490A JPH045351A (en) 1990-04-23 1990-04-23 Method for building house in wooden framework construction and its wall panel and floor panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10717490A JPH045351A (en) 1990-04-23 1990-04-23 Method for building house in wooden framework construction and its wall panel and floor panel

Publications (1)

Publication Number Publication Date
JPH045351A true JPH045351A (en) 1992-01-09

Family

ID=14452353

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10717490A Pending JPH045351A (en) 1990-04-23 1990-04-23 Method for building house in wooden framework construction and its wall panel and floor panel

Country Status (1)

Country Link
JP (1) JPH045351A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1347112A1 (en) 2002-03-19 2003-09-24 Franz Reiterer Prefabricated multipurpose framed panel
JP2007016493A (en) * 2005-07-08 2007-01-25 Kikkona Kk Roof thermal insulating structure
JP2010089185A (en) * 2008-10-06 2010-04-22 Nikken Kosakusho Works Ltd Contact detector of machine tool

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57100242A (en) * 1980-12-15 1982-06-22 Kouji Sugai Vibration dampening structure of building structure
JPS6128644A (en) * 1984-07-18 1986-02-08 北海ハウジング株式会社 Free wall construction method
JPS6210354A (en) * 1985-07-05 1987-01-19 松本建工株式会社 Wood building

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57100242A (en) * 1980-12-15 1982-06-22 Kouji Sugai Vibration dampening structure of building structure
JPS6128644A (en) * 1984-07-18 1986-02-08 北海ハウジング株式会社 Free wall construction method
JPS6210354A (en) * 1985-07-05 1987-01-19 松本建工株式会社 Wood building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1347112A1 (en) 2002-03-19 2003-09-24 Franz Reiterer Prefabricated multipurpose framed panel
JP2007016493A (en) * 2005-07-08 2007-01-25 Kikkona Kk Roof thermal insulating structure
JP2010089185A (en) * 2008-10-06 2010-04-22 Nikken Kosakusho Works Ltd Contact detector of machine tool

Similar Documents

Publication Publication Date Title
US11021866B2 (en) Building and construction method for same
JP2009275500A5 (en)
JP2662716B2 (en) Assembly method of bamboo unit house
JPH0461139B2 (en)
JPS6351226B2 (en)
JPH045351A (en) Method for building house in wooden framework construction and its wall panel and floor panel
JPH0776902A (en) Panel and production thereof
JP7071802B2 (en) How to adjust the seismic shelter installation structure
US5718093A (en) Floor panel joint structure and method of making a wooden building with the same
JPH0132342B2 (en)
JP3241376U (en) Insulation panel for housing and insulation panel for housing with pipe column
JP3753501B2 (en) Wall structure
JP3594376B2 (en) Method of joining structural members for frames and panels
JPH08311999A (en) Unit building
JP6707220B2 (en) Wooden construction method
JPH03279547A (en) Exterior wall panel and exterior wall construction method
JP2000136568A (en) Building unit without column and unit building
JPH07317146A (en) Assembly construction method for woody unit house
JPH0476142A (en) Installing and assembling method of floor panel for housing construction
JPH03250132A (en) Box unit for industrialized housing setback
CA3047979A1 (en) Super shear panels
JPH03221632A (en) Panel construction method
JPS6065845A (en) Room unit without floor
JPH06346505A (en) Method for constructing outer wall in wooden building
JPS6033958A (en) Unit building due to wall type construction method