JP2671181B2 - Construction method and building structure - Google Patents

Construction method and building structure

Info

Publication number
JP2671181B2
JP2671181B2 JP22535492A JP22535492A JP2671181B2 JP 2671181 B2 JP2671181 B2 JP 2671181B2 JP 22535492 A JP22535492 A JP 22535492A JP 22535492 A JP22535492 A JP 22535492A JP 2671181 B2 JP2671181 B2 JP 2671181B2
Authority
JP
Japan
Prior art keywords
floor
pillar
girder
eaves
joist
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.)
Expired - Lifetime
Application number
JP22535492A
Other languages
Japanese (ja)
Other versions
JPH0657822A (en
Inventor
応寛 村松
Original Assignee
応寛 村松
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 応寛 村松 filed Critical 応寛 村松
Priority to JP22535492A priority Critical patent/JP2671181B2/en
Publication of JPH0657822A publication Critical patent/JPH0657822A/en
Application granted granted Critical
Publication of JP2671181B2 publication Critical patent/JP2671181B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は低層の木造の建物の建築
工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method for a low-rise wooden building.

【0002】[0002]

【従来の技術】従来木造建築としては軸組み工法が一般
であり、これに対して壁パネル工法が存在し、両者の中
間に位置するものとしたツーバイ工法がある。
2. Description of the Related Art Conventionally, as a wooden construction, a frame construction method is generally used, while a wall panel construction method exists, and there is a two-by construction method that is positioned between the two.

【0003】[0003]

【発明が解決しようとする課題】軸組み工法は仕口、継
手部が複雑であり、仕口、継手部を標準化したとして
も、壁面を構成するのに柱に孔(真壁の場合)または切
欠き(大壁)を設ける必要があり、柱の加工工数が多い
という問題がある。そのため建前をする際の柱、横架材
の種類が多く、むねが上るまでに時間が多くかかる。ま
た、床下架構上に床材を設ける場合に敷居を先ず設けて
床張りを行うため、床張りが終らないと床を自在に歩く
ことが出来ず、床張りを終らない状態で作業をするには
地面から一階天井迄高さが高く困難であり、2階の室内
の作業は出来ない。そこで作業と歩行のため仮設の板を
わたすと作業者の歩行には注意が必要であり、2階床の
ような場合には転落事故となり兼ねない。そして一般に
建前の際は1日で遂行し得るのは軸組み途中までか或は
軸組みで終るので、野地板を張る前に雨が降ると後日か
らの作業に支障を来す。
The shaft assembly method has complicated joints and joints. Even if the joints and joints are standardized, holes (in the case of a true wall) or cuts are formed in the pillars to form the wall surface. There is a problem that it is necessary to provide a notch (large wall), and the number of man-hours for processing the column is large. For this reason, there are many types of pillars and cross members when building a building, and it takes a long time for the ridge to rise. Also, when installing flooring on the underfloor structure, a sill is first installed to perform flooring, so it is not possible to walk freely on the floor unless flooring is completed, and work is done before flooring is completed. Is difficult because the height from the ground to the ceiling on the first floor is high and it is not possible to work in the room on the second floor. Therefore, if a temporary board is passed over for work and walking, it is necessary for the worker to be careful when walking, which may result in a fall accident in the case of a second floor. In general, when building a building, the work that can be done in one day is either halfway through the frame or ends with the frame, so if it rains before the ground plate is put up, it will hinder the work from the following day.

【0004】パネル工法の場合、及びツーバイ工法の場
合は前者がパネルを工場生産するのに対して後者は建築
現場で壁組みし、大パネルとする点及びパネルの材料が
前者が枠組みに合板を張り付けたものであるのに対して
後者は平角材のいわゆるツーバイ寸法の材木を用いる点
で異なるが、組立てに関しては何れもパネルで組上げた
ものである。このようなパネル構造の場合は1階の組立
てが完全に終らないと2階の組立は出来ないが、1階の
組立に数日を要するため、雨に対して濡れないように作
業終了後大きな水シートをかぶせて帰る。そして次に
作業を続行する場合防水シートを外してから作業にかか
る。この水シートを着脱するのは1人では困難であ
り、数人で行うことになるが時間がかかる。このように
パネル工法、ツーバイ工法共に野地板を張るまでに時間
がかかる。
In the case of the panel construction method and in the case of the two-by construction method, the former produces the panel at the factory, whereas the latter is wall-assembled at the construction site, and the point of making a large panel and the material of the panel are plywood in the framework. The latter is different from the pasted one in that it uses a so-called two-bye size lumber of flat timber, but in terms of assembly, both are assembled by panels. In the case of such a panel structure, the second floor cannot be assembled unless the first floor is completely assembled, but it takes a few days to assemble the first floor, so it is important to keep it large after the work to avoid getting wet with rain. go home covered with a waterproof sheet. Then, when continuing the work next, it takes work after removing the waterproof sheet. This to attach and detach the waterproof sheet is difficult by one person, it takes but possibly in the several times. As described above, it takes a long time to stretch the ground board in both the panel construction method and the two-by construction method.

【0005】上述のように何れの在来の工法をとって
も、建前を始めてから野地板を張るまでに長時間を要
し、雨天が間に入ると休まなければならないので工期が
かかり、作業者の現場への配分、段取りが狂い易く結果
において工数が多くかかってコストの高い建物となって
しまう。
As described above, whichever conventional construction method is used, it takes a long time from the start of construction to the installation of the ground plate, and it takes time to rest when the rain falls in between. Allocation to the site and setup are likely to go wrong, resulting in a lot of man-hours and a high cost building.

【0006】本発明は建前を始めてから、雨仕舞できる
までの時間が極めて早く且つ、建屋内部側の工事も早急
に開始可能な建築工法及び建築構造を提供することを目
的とする。
It is an object of the present invention to provide a building construction method and a construction structure in which the time from the start of construction before the rain can be completed is extremely short and the construction on the inside of the building can be started immediately.

【0007】[0007]

【課題を解決するための手段】本発明の第1の発明は
体材料として(1)土台、(2)土台と同断面で用いる
階にかかわらず一定長さで両端に仕口を持つ柱、(3)
柱の1辺より長い長辺を有し平角で並列する土台または
桁間にわたす長さを有する根太、(4)下階の柱上に配
列され下階の柱上の仕口と結合する仕口を有し、両端に
継手を備えると共に上階の柱の仕口と結合する仕口を備
え、断面が柱と同じ桁、(5)最上階の柱上に配列され
柱上の仕口と結合する仕口を有し、両端に継手を備える
軒桁、並列する軒桁間において柱上にわたす小屋ばり、
(7)小屋ばりの中央に立設する 真づか、各真づか上部
にわたって配され真づか上部を抱いて真づか上部両側に
固定される平角のむな木、(9)むな木とむな木に平行
する軒桁間にわたす長さの平角のたる木、(10)野地
板、(11)壁パネル、(12)床パネル、を用い、布
基礎上に配設した土台上に軸組みを柱間が一定ピッチも
しくは該ピッチの整数倍であり、標準開口部を作るよう
に1階柱を立設し、この柱上に桁を取り付け、1階床の
根太の端部を土台にのせると共にこの柱に当接してこの
柱に釘打ちまたはボルト止め等の締結方法で固定してこ
の根太を両端支持し、前記1階柱上の桁上に2階柱を1
階柱同様に立設し、2階柱上に軒桁を取り付け、2階柱
の根太の端部を1階床上の桁にのせると共に2階柱に当
接して2階柱に釘打ちまたはボルト止め等の締結方法で
固定して2階床の根太を両端支持し、小屋組みは小屋ば
りを並列して小屋ばりの中央に真づかを立てて、この真
づか上部両側に平角のむな木を挟持釘打ちまたはボルト
止め等で固定して、平角のたる木をむな木とむな木と平
行する軒桁上にわたして固定し、たる木上に野地板を張
り付け、前記開口部に外周の外部側にフランジを有する
パネルをフランジが躯体外面に当接するように嵌合固定
し、根太上に床パネルを敷きつめてなり、大引及び床つ
かを有せず大引及び床つかに支持されないで土台または
桁上にのせて両端支持される根太と、もやなしで軒桁と
むな木のみに支持されるたる木を有する建築工法であ
る。
According to a first aspect of the invention of the present invention skeleton
Used as the body material in the same cross section as (1) foundation and (2) foundation
Pillars with fixed lengths at both ends regardless of floor, (3)
A base that has a long side longer than one side of the pillar and is arranged in parallel with each other with a flat angle.
Joists with a length to pass between the digits, (4) placed on the pillars on the lower floor
Has a joint that is lined up and joins the joint on the pillar on the lower floor, and at both ends
Equipped with joints and joints to connect with pillars on the upper floor
Well, the cross section is the same as the column, (5) is arranged on the column on the top floor.
It has a joint that connects with the joint on the pillar and has joints at both ends.
The eaves girder, the shed that extends over the pillar between the eaves girders in parallel,
(7) Whether or not to stand upright in the center of the shed , or above each
It is arranged over and holds the straight part or the upper part.
Fixed rectangular tree, parallel to (9) tree and tree
(10) Noji, a flat-shaped sag tree that extends between the eaves and girders
A plate, (11) wall panel, (12) floor panel, and cloth
A shaft is installed on the foundation installed on the foundation and the pitch between columns is constant.
It is an integral multiple of the pitch, so that a standard opening is created.
The first-floor pillar is erected on the
Place the end of the joist on the base and abut this pillar
Secure it to the pillar with a fastening method such as nailing or bolting.
Support the joists of both ends, and place the second floor pillar on the girder above the first floor pillar.
The erecting is done in the same manner as the pillar on the second floor, and the eaves girder is attached on the pillar on the second floor.
Place the end of the joist on the girder on the first floor and hit the second floor pillar.
By contacting the second floor pillar with nailing or bolting
It is fixed and supports joists on the second floor on both ends.
Line up the trees and set the center of the barn to make a true
Hold flat wood on both sides of the upper part with nails or bolts
Secure with a stopper etc.
I fixed it on the eaves girder to go, and put a field board on the barrel.
And has a flange on the outer side of the outer periphery in the opening
Fit the panel so that the flange abuts the outer surface of the body.
The floor panels are laid on the joists, and the haikiki and floor
Without a base or without being supported by Daihiki or floor
A joist that is supported on both ends by placing it on the girder and an eaves girder without haze
It is a construction method that has a rafter that is supported only by dead trees .

【0008】本発明の第2の発明は躯体材料として
(1)土台、(2)土台と同断面で用いる階にかかわら
ず一定長さで両端に仕口を持つ柱、(3)柱の1辺より
長い長辺を有し、平角で並列する土台または桁間にわた
す長さを有する根太、(4)下階の柱上に配列され下階
の柱上の仕口と結合する仕口を有し、両端に継手を備え
ると共に上階の柱の仕口と結合する仕口を備え、断面が
柱と同じ桁、(5)最上階の柱上に配列され柱上の仕口
と結合する仕口を有し、両端に継手を備える軒桁、
(6)並列する軒桁間において柱上にわたす小屋ばり、
(7)小屋ばりの中央に立設する真づか(8)各真づか
上部にわたって配され真づか上部を抱いて真づか上部両
側に固定される平角のむな木、(9)むな木とむな木を
平行する軒桁間にわたす長さの平角のたる木、(10)
野地板、(11)壁パネル、(12)床パネル、を用
い、布基礎上に配設した土台上に軸組みを柱間が一定ピ
ッチもしくは 該ピッチの整数倍であり、標準開口部を作
るように1階柱を立設し、この柱上に桁を取り付け、1
階床の根太の端部を土台にのせると共にこの柱に当接し
てこの柱に釘打ちまたはボルト止め等の締結方法で固定
してこの根太を両端支持し、前記1階柱上の桁上に2階
柱を1階柱同様に立設し、2階柱上に桁を取り付け、2
の根太の端部を1階柱上の桁にのせると共に2階柱
に当接して2階柱に釘打またはボルト止め等の締結方
法で固定して2階床の根太を両端支持し、3階柱を2階
柱同様に立設し、3階柱上に軒桁を取り付け、3階床の
根太の端部を2階柱上の桁にのせると共に3階柱に当接
して3階柱に釘打ちまたはボルト止め等の締結方法で固
定して3階床の根太を両端支持し、小屋組みは小屋ばり
を並列して小屋ばりの中央に真づかを立てて、この真づ
か上部両側に平角のむな木を挟持釘打ちまたはボルト止
め等で固定して、平角のたる木をむな木とむな木と平行
する軒桁上にわたして固定し、たる木上に野地板を張り
付け、前記開口部に外周の外部側にフランジを有するパ
ネルをフランジが躯体外面に当接するように嵌合固定
し、根太上に床パネルを敷きつめてなり、大引及び床つ
かを有せず大引及び床つかに支持されないで土台または
桁上にのせて両端支持される根太と、もやなしで軒桁と
むな木のみに支持されるたる木を有する建築工法であ
る。
The second invention of the present invention is as a skeleton material.
(1) Base, (2) Whether or not it is on the same floor as the base
Without a fixed length, with columns at both ends, (3) From one side of the column
Crossing bases or girders that have long long sides and are arranged in parallel with each other at a flat angle.
Joists having a length, (4) arranged below the pillars on the lower floor
Has a joint that connects with the joint on the pillar, and has joints at both ends
And has a joint that connects with the pillar's joint on the upper floor,
The same girder as the pillar, (5) the arrangement on the pillar on the top floor
Eaves girders with joints to connect with, and joints at both ends,
(6) A shed on the pillar between the eaves girders in parallel,
(7) Whether to stand upright in the center of the shed (8) Whether to stand
It is arranged over the upper part and holds it straight.
Flat angled unfixed tree fixed to the side, (9) uncut tree and uncut tree
A flat-shaped sag tree that extends between parallel eaves girders, (10)
For floor boards, (11) wall panels, (12) floor panels
The pillars on the foundation placed on the cloth foundation,
Pitch or an integral multiple of the pitch and create a standard opening.
The first-floor pillar is erected like this, and the girder is attached on this pillar.
Put the end of the joist of the floor on the base and touch the pillar.
Secured to the lever pillar by fastening method such as nailing or bolting
Then, support this joist at both ends, and place the second floor on the girder on the first floor pillar.
A pillar is erected in the same manner as the pillar on the first floor, and a girder is attached on the pillar on the second floor.
2 Kaibashira with placing the end of the floor floor joists digits on 1 Kaibashira
Signed How to Kugida blood or bolt or the like to 2 Kaibashira in contact with the
Fixed by the method and supporting the joists on the second floor on both ends, and the pillar on the third floor on the second floor.
The same as the pillar, and the eaves girder is installed on the pillar on the 3rd floor.
Place the end of joist on the girder on the second floor pillar and contact the third floor pillar
Then, secure it to the 3rd floor pillar with a fastening method such as nailing or bolting.
Fixedly supports the joists on the 3rd floor at both ends, and the hut structure is a shed
Side by side and set up the center of the hut,
Or clamp flat wood on both sides of the upper part with nailing or bolting.
Fix with flats, etc., and set a flat-shaped rafter tree parallel to Muna tree and Muna tree.
I fixed it on the eaves girder, and put a plate on the barrel.
A flanged flange on the outside of the outer circumference.
Fits and holds the flannel so that the flange contacts the outer surface of the body.
The floor panels are laid on the joists, and the haikiki and floor
Without a base or without being supported by Daihiki or floor
A joist that is supported on both ends by placing it on the girder and an eaves girder without haze
It is a construction method that has a rafter that is supported only by dead trees.
You.

【0009】本発明の第3の発明は根太端部がまたは桁
上に載置されると共に根太端部が土台または桁上に立設
した柱に固定され、根太が土台または桁によって両端支
持されていることを特徴とする建築構造である。
A third invention of the present invention is that a joist end or a girder is used.
It is placed on top and the joist end is erected on the base or girder.
It is fixed to the pillar and the joists are supported at both ends by the foundation or girder.
It is an architectural structure characterized by being held .

【0010】本発明の第4の発明は前記根太は土台また
は桁より大寸の長辺を有する平角材である第3の発明に
記載の建築構造である。
In a fourth aspect of the present invention, the joist is a base or
Is a rectangular member having a long side larger than the girder.
It is the described building structure .

【0011】本発明の第5の発明は軒桁及び軒桁と平行
する小屋ばりの中央に立てた真づかと、真づか上端側部
に挟持固定された二本のむな木と、むな木と軒桁のみに
わたされてむな木と軒桁のみに固定されたたる木と、た
る木上に配設固定された野地板と、を有する小屋組みを
備えた建築構造である。
A fifth aspect of the present invention is an eaves girder and a parallel eaves girder.
The centering of the hut, and the upper side of the centering
Only two mana trees clamped and fixed to the mana tree and eaves girder
It was handed down and was fixed to the eaves girder,
A roof frame with a field board fixed and placed on a tree
It is a prepared building structure .

【0012】本発明の第6の発明は前記野地板は、外周
を互いに突き合せてたる木上に配設されて、たる木に固
定され、野地板外周には野地板間を密封する弾性条を備
えていることを特徴とする第5の発明に記載の建築構造
である。
In a sixth aspect of the present invention, the field plate has an outer periphery.
Are placed on top of a rafter tree, but are fixed to each other.
The outer edges of the base plates are provided with elastic strips that seal between the base plates.
It is the building structure according to the fifth aspect of the invention .

【0013】[0013]

【実施例】以下、本発明の実施例を図面に従って説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

【0014】本発明の説明において、「桁」とは軸組み
の柱の上ばをつなぐ水平材をいい桁を含む垂直面は壁面
または開口部となる位置の部材である。「根太」とは1
階及び上階の床板をうける横木である。
In the description of the present invention, "girder" is a frame assembly
The horizontal surface that connects the tops of the columns is a vertical surface that includes the girder.
Alternatively, it is a member at a position that becomes an opening. What is "jota"?
It is a horizontal bar that receives the floorboards of the upper and upper floors.

【0015】地盤1に設ける布基礎2を打ち、固化後、
布基礎2に基礎ボルト3でもって土台4を取り付ける点
は従来例と同様である。土台4には一定のピッチ例えば
910ミリメートルで柱5を仕口を立てる。出入口、窓
となる開口部を備える部分ではピッチ910ミリメート
ル、或はその整数倍のピッチで柱5を立てる。柱5の柱
列に沿って柱5上に桁6を仕口で取り付ける。柱5のあ
る壁面と対向する壁面の相当する柱間には根太7をわた
して土台4の全幅にわたり、根太7の端部を載置し、根
太7を柱5の根本に釘N打ちまたはボルト止め等の締結
方法で固定する。これにて1階骨組みが終る。次に2階
の柱5−2を桁6に仕口でもって立てる。柱5−2は1
階の柱5と同材料である。2階の柱5−2上に桁6−
2を柱列に沿って仕口でもって取り付け、柱5−2の根
本は対向壁上の桁6上に根太7−2をわたして、根太7
−2の両端を桁6の全幅にわたりのせ、根太7−2と柱
5−2を釘N止めまたはボルト止め等締結方法で固定す
る。桁6と軒桁6−2は同寸であり、根太7と7−2も
同寸である。根太7,7−2は平角で土台4、柱5,5
−2の断面を100ミリメートル×100ミリメートル
とした場合。例えば40ミリメートル×240ミリメー
トルである。この根太7,7−2が柱5,5−2の根本
で釘N止め等して剛結されるため、骨組みとしてのみ充
分な強度、剛性を有することになる。
After the cloth foundation 2 provided on the ground 1 is solidified and solidified,
The base 4 is attached to the cloth foundation 2 with the foundation bolt 3 as in the conventional example. Pillars 5 are set up on the base 4 at a constant pitch, for example, 910 mm. The pillars 5 are erected at a pitch of 910 mm or a pitch which is an integral multiple of the pitch at the portion provided with the entrance and exit and the opening serving as the window. A girder 6 is attached to the pillar 5 along the pillar row of the pillar 5 with a joint. The joist 7 is placed between the corresponding pillars of the wall surface facing the pillar 5 and the end portion of the joist 7 is placed over the entire width of the base 4, and the joist 7 is nailed or bolted to the base of the pillar 5. Secure with a fastening method such as a stop. This completes the first floor skeleton. Next, the pillar 5-2 on the second floor is set up on the girder 6 with a joint. Pillar 5-2 is 1
It is the same material as the pillar 5 on the floor. Eaves on the second floor of the pillars 5-2 digit 6
2 is attached with a joint along the pillar row, and the root of the pillar 5-2 is the joist 7-2 on the girder 6 on the opposing wall, and the joist 7
-2 are placed over the entire width of the girder 6, and the joist 7-2 and the pillar 5-2 are fixed by a fastening method such as nail N fastening or bolt fastening. The girder 6 and the eaves girder 6-2 have the same size, and the joists 7 and 7-2 have the same size. Joists 7 and 7-2 are flat and have base 4, pillars 5 and 5.
-When the cross section of -2 is 100 mm x 100 mm. For example, it is 40 mm × 240 mm. Since the joists 7 and 7-2 are rigidly connected to each other at the roots of the columns 5 and 5-2 by fastening the nails N or the like, the joists 7 and 7-2 have sufficient strength and rigidity only as a framework.

【0016】次に屋根の小屋組みをするがこの小屋組み
は従来のように多数のつかを小間隔で配列してその上に
母屋をわたしてたる木を取り付けるのではなく、桁6
−2の小屋ばり6−3をわたし、図2に示すように小屋
ばり6−3の中央部に真づか8を仕口で立て真づか8の
上端部の両側に平角のむね木9を釘止めする。むね木9
桁6−2にたる木11をわたす。たる木11は平角
であり、両側のたる木11は頂部を額縁継手状に突合せ
釘止めする。たる木11の間隔は内矩間が810ミリメ
ートルとなっている。桁6−2にたる木11をのせる
部分は切込み11aを設ける。桁6−2とたる木11
は釘止めする。上記において、桁6、軒桁6−2、小屋
ばり6−3は断面が105ミリメートル×105ミリメ
ートル、真づか8は柱5,5−2と断面は同寸法の10
0ミリメートル×100ミリメートル、むな木9は40
ミリメートル×240ミリメートル、たる木11は38
ミリメートル×190ミリメートルである。
[0016] Next, the Koyagumi of the roof, but this Koyagumi, instead of attaching the rafters with me the main building on it by arranging a large number of mounds in a conventional manner with a small interval, eaves digit 6
-2 Hut Barr 6-3, as shown in Figure 2, Hut
Straightening 8 is set up in the center of the flash 6-3 with a joint, and flat barbs 9 are nailed to both sides of the upper end of the straightening 8. One tree 9
And pass the rafters 11 to the eaves digit 6-2. The rafters 11 have a rectangular shape, and the tops of the rafters 11 on both sides are butted and nailed in a frame joint shape. The interval between the rafters 11 is 810 mm in the inner rectangle. Portions put rafters 11 the eaves digits 6-2 provided a cut 11a. Eaves digits 6-2 and the rafters 11
Fix it. In the above, girder 6, eaves girder 6-2, hut
Burrs 6-3 in cross-section 105 mm × 105 mm, a true steward 8 columns 5,5-2 and cross section of the same size 10
0 mm x 100 mm, 40 for Munaki 9
Mm × 240 mm, 38 for a rafter 11
It is mm × 190 mm.

【0017】たる木11に野地板12を取り付けるが野
地板12は12ミリメートル厚さの耐水合板を用いる。
野地板12は幅は910ミリメートルであり、長さは1
820ミリメートルまたは2730ミリメートル以上の
長尺の材料を用いる。
A base plate 12 is attached to the rafter 11 and the base plate 12 is made of a water resistant plywood having a thickness of 12 mm.
The base plate 12 has a width of 910 mm and a length of 1
A long material of 820 mm or 2730 mm or more is used.

【0018】図3に示すように野地板12の端面には全
周にわたり条溝12aが設けられ、該条溝12aにはゴ
ム、合成樹脂等の弾性条10が接着剤或はコーキング材
を介して嵌め合せてある。野地板12をたる木11にわ
たして突合せると弾性条10は互いに圧せられ、雨仕舞
がされる、野地板12はたる木に横長に配され釘止めさ
れる。尚、屋根頂部では野地板12は図2に誇張して示
すようにくい違わせる。屋根の小屋組みは上記のように
多数の小束と母屋を用いることなく組立てるので工数が
極めて少なく、且つ、平角大寸法のむな木と平角大寸法
のたる木を用い、厚板の野地板を用いるので、屋根の小
屋組みは強度、剛性が大である。
As shown in FIG. 3, a groove 12a is provided over the entire circumference on the end face of the base plate 12, and an elastic stripe 10 such as rubber or synthetic resin is provided in the groove 12a via an adhesive or caulking material. Are fitted together. The elastic strips 10 are pressed against each other when the field board 12 is abutted against the rafter 11 to be rained off. The field board 12 is horizontally arranged on the rafter and nailed. In addition, at the roof top, the base plate 12 is difficult to be different as shown exaggeratedly in FIG. As the roof hut structure is assembled without using a large number of small bundles and purlins as described above, the number of man-hours is extremely small, and a flat large plank tree and a large flat plank plank are used, and a thick plank board is used. Therefore, the roof shed has high strength and rigidity.

【0019】上記のような野地板までの骨組みの組立は
通常の住宅であれば10時間以内の作業で終了見込みで
ある。上記の構成とすると、翌日からは雨天であれば雨
がかからず、晴天であれば日光に直射されないで室内で
作業ができるようになるので内装工事にかかれる。上記
骨組み完成後は外壁パネル、床パネル取付けを、何れか
先として順次行うか、同時に行う。
The assembling of the frame up to the above-mentioned base plate is expected to be completed within 10 hours in an ordinary house. With the above configuration, the next day, if it is raining, it will not be rained, and if it is fine, it will be possible to work indoors without being directly exposed to sunlight, so it will be possible to work on the interior work. After the completion of the skeleton, the outer wall panel and the floor panel are attached either sequentially or simultaneously.

【0020】図4(a),(b) は外壁パネル13の骨組みを
示し室内側よりみた正面図である。外壁パネル13は四
方組みされた枠14内部に縦横に力骨15を配したもの
であり、四方組みされた枠14は柱5間と桁6、根太7
間の開口部に嵌合する大きさであり、1,2階共に同大
きさとするのが望ましいが、1,2階用に高さのみ異に
して分けることもできる。外壁パネル13の外周の外部
側になる部分にはフランジとなる外装板16が設けてあ
る。外装板16の上部のフランジ部の幅は桁6の一辺の
半分よりわずかに小さく、下部のフランジ部の幅は根太
7の高さと土台4の高さを加えた高さにほぼ等しく、左
右のフランジ部の幅は夫々柱5の一辺の半分よりわずか
に小さい。枠14の内外部方向の厚みは真壁用は図1に
示すように外壁パネル13を柱5,5、桁6、根太7間
又は柱5−2,5−2、桁6−2、根太7−2間に嵌
め込んだ状態で内装パネル17が柱5,5−2より外部
側へ凹んだ大きさである。内装パネル17はラスボード
である。外壁パネル13の大壁用は枠14の厚みが柱5
の1辺と等しい。
FIGS. 4 (a) and 4 (b) are front views showing the framework of the outer wall panel 13 as seen from the inside. The outer wall panel 13 is one in which force frames 15 are arranged vertically and horizontally inside a four-sided frame 14, and the four-sided frame 14 has a space between columns 5 and girders 6 and joists 7.
The size is such that it fits into the opening between them, and it is desirable that both the first and second floors have the same size, but the heights can be different for the first and second floors. An exterior plate 16 serving as a flange is provided on the outer peripheral portion of the outer wall panel 13. The width of the upper flange portion of the exterior plate 16 is slightly smaller than one half of one side of the girder 6, and the width of the lower flange portion is substantially equal to the height of the joist 7 and the height of the base 4, and The width of the flange portion is slightly smaller than half of one side of the column 5. Exterior wall panels 13 pillars 5,5 to the inside and outside direction of the thickness for Makabe 1 frame 14, digits 6, joists 7 or between posts 5-2,5-2, eaves digits 6-2, joists The interior panel 17 has a size recessed outward from the pillars 5 and 5-2 in a state of being fitted between 7-2. The interior panel 17 is a lath board. For the large wall of the outer wall panel 13, the thickness of the frame 14 is the pillar 5.
Is equal to one side of.

【0021】図5は外壁パネルの変形例で枠14の外部
側に枠14と同じ大きさの12ミリメートルの合板18
を取り付けその外側の外装板16を窯業系の強化ボード
として張り合せたものである。
FIG. 5 shows a modified example of the outer wall panel, which is a 12 mm plywood 18 having the same size as the frame 14 on the outside of the frame 14.
Is attached and the exterior plate 16 on the outer side is attached as a ceramics strengthening board.

【0022】柱中心間距離が1820,2730,36
40ミリメートルの開口部を壁とする場合の外壁パネル
構造は組合せパネル壁となる。図6は柱中心間距離が1
820ミリメートルの場合の外壁パネル13Aであり、
枠14は幅が860ミリメートルで外壁パネル13Aは
2枚1組み対称であり衝接部は外装板16のフランジ部
を有しない。図7は柱中心間距離が2730ミリメート
ルの場合で3枚の外壁パネル13B,13B−1で構成
され、枠14の幅は夫々876ミリメートルである。た
だし、外壁パネル13Bに代えて13Aを用いて外壁パ
ネル13B−1の幅を大きくして枠14の合計幅を87
6×3ミリメートルとしてもよい。図8は柱中心間距離
が3640ミリメートルの場合で4枚の外壁パネル13
C,13C−1で構成され枠14の幅は夫々885ミリ
メートルである。ただし、外壁パネル13Cに代えて1
3Aを用いて外壁パネル13C−1の幅を大きくして枠
14の合計幅を885×4ミリメートルとしてもよい。
上記図6〜8において外壁板16のフランジ部の幅は図
4の外壁板16のフランジ部の幅と同じである。
The distance between the pillar centers is 1820, 2730, 36
The outer wall panel structure with a 40 millimeter opening as the wall is a combined panel wall. In Fig. 6, the distance between the pillar centers is 1
The outer wall panel 13A in the case of 820 mm,
The frame 14 has a width of 860 mm, and the outer wall panels 13A are symmetrical with respect to each other in a set of two, and the abutting portion does not have the flange portion of the exterior plate 16. FIG. 7 shows a case where the center-to-center distance is 2730 mm, which is composed of three outer wall panels 13B and 13B-1 and the width of the frame 14 is 876 mm. However, the total width of the frame 14 is set to 87 by using 13A instead of the outer wall panel 13B to increase the width of the outer wall panel 13B-1.
It may be 6 × 3 millimeters. Fig. 8 shows the case where the distance between the pillar centers is 3640 mm and the four outer wall panels 13
The width of the frame 14 composed of C and 13C-1 is 885 mm, respectively. However, instead of the outer wall panel 13C, 1
3A may be used to increase the width of the outer wall panel 13C-1 so that the total width of the frame 14 is 885 × 4 millimeters.
6 to 8, the width of the flange portion of the outer wall plate 16 is the same as the width of the flange portion of the outer wall plate 16 of FIG.

【0023】上記外壁パネルを夫々柱、桁、根太間の壁
となる部分に嵌合して固定する。固定方法は枠14内か
ら枠14を上下見付方向に枠14を貫通して釘を夫々柱
5,5−2、桁6、軒桁6−2、根太7,7−2に打込
む。これによって外壁パネルは柱、桁、根太等の骨組み
と一体的となり、躯体の強度、剛性を増す。また、外部
側壁部は出入口、窓等の開口部を除いて蔽われるので
風、雨の影響を受けることなく内部の作業を遂行できる
ようになる。
The above-mentioned outer wall panels are fitted and fixed to the portions serving as the walls between the columns, girders and joists, respectively. The fixing method is to penetrate the frame 14 in the vertical direction from the inside of the frame 14 and drive nails into the columns 5, 5-2, girder 6, eaves girder 6-2, joists 7, 7-2, respectively. As a result, the outer wall panel is integrated with the framework of columns, girders, joists, etc., and the strength and rigidity of the body are increased. Further, since the outer side wall is covered except for the openings such as the doorway and the window, the inner work can be performed without being affected by wind and rain.

【0024】次に床パネルを敷きつめて固定する。図9
は床パネル20の縦断面図である。床パネル20は四方
組みされた枠21に縦横の骨を入れ、その一面に枠21
と同寸の耐水合板22を張りつけたものである。床パネ
ル20の寸法は長さ×幅(ミリメートル)の組合せが8
10×810,1265×1265,1720×86
0,2630×876,3540×885であり、これ
らを組合せて根太7,7−2上に隙間なく敷きつめる。
床パネル17の根太7,7−2への取付けは枠21を貫
通する大寸の木ねじによる。
Next, the floor panel is spread and fixed. FIG.
FIG. 3 is a vertical sectional view of the floor panel 20. The floor panel 20 has vertical and horizontal bones in a four-sided frame 21, and the frame 21 is provided on one side of the frame 21.
A water-resistant plywood 22 of the same size as that is attached. The floor panel 20 has a combination of length x width (mm) of 8
10 x 810, 1265 x 1265, 1720 x 86
It is 0,2630 × 876,3540 × 885, and these are combined and laid on the joists 7,7-2 without any space.
The floor panel 17 is attached to the joists 7 and 7-2 by a large wood screw penetrating the frame 21.

【0025】上記において外壁パネル13、床パネル2
0の枠内には夫々断熱材が予め装着されている。また野
地板12は上例では板材の端面に密封材を備えたが、更
に加えて外壁パネルと同様に枠組み構成として屋根小屋
組みを強化すると共に枠組み内に断熱材を予め装着して
もよい。
In the above, the outer wall panel 13 and the floor panel 2
A heat insulating material is preliminarily mounted in each of the 0 frames. Further, the base plate 12 is provided with the sealing material on the end face of the plate material in the above example, but in addition to the outer wall panel, the roof board structure may be strengthened as a frame structure and a heat insulating material may be installed in advance in the frame.

【0026】実施例の枠材の固定方法は釘としてある場
合もボルトに代え或はボルトと併用し、もしくは締結用
金具を用いてもよいことはいうまでもない。
Needless to say, the method of fixing the frame material of the embodiment may be replaced with the bolts or used together with the bolts, or using the fastening metal fittings even when the frame material is a nail.

【0027】[0027]

【発明の効果】本発明の第1または第2の発明は柱の下
部両側を平角根太で釘止めし、またはボルト止めし、
柱、根太、桁材の種類をきわめて少なくし、且つ、小屋
束をなくして屋根小屋組みをきわめて簡単として中心柱
とたる木だけで屋根組みとして野地板を張ったので、工
事が昼間1日以内で出来る。風がない限り、雨仕舞はそ
こまで出来るので翌日からの工事は雨天であっても行え
る。また、外壁を外部側にフランジを設けた枠組みパネ
ル構成としてあるため、組み付け簡単であり早く、組み
付け後は風雨にも耐え内装工事を支障なく出来る。床構
造は床つかを用いないで土台または桁上へ両端をのせて
両端支持の根太とし、根太上へパネルを敷きつめ固定す
るから、床の組付けは簡単であり、早く組みつけられ
る。上記外壁パネルと床パネルにより、躯体強度剛性を
大きくして建物は工期を短縮でき、柱、桁、根太等の骨
組みにはぬき材等がわたらないのでぬき材を組み込む
穴、切込みがなく、各骨組みの要素部材が簡単で早く安
く出来る。また、外壁パネル、床パネルは構成簡単で早
く安く工場生産出来る。上記によって、建屋の躯体及び
外装は部材の費用が安く工事期間が短く建物の全体の価
格を引下げる効果がある。
According to the first or second aspect of the present invention , the both sides of the lower portion of the column are nailed or bolted with flat joists,
The number of pillars, joists, and girders is extremely small, and the roof shed is extremely simple without a shed, and the center board and timber are used as the roof construction, so the construction work can be done within 1 day. . As long as there is no wind, rain can be done so much, so construction from the next day can be done even in the rain. Further, the outer wall of because of a framework panel structure in which a flange on the external side, fast and simple assembly, the assembly after the can without hindrance the interior construction withstand the wind and rain. As for the floor structure , put both ends on the base or girder without using the floor
Since both ends are supported joists and the panels are laid and fixed on the joists, floor assembly is easy and quick to assemble. With the above outer wall panel and floor panel, the building strength and rigidity can be increased to shorten the construction period of the building, and there is no hole or notch for incorporating the lumber because the lumber does not cross the framework of columns, girders, joists, etc. The skeleton element members are simple and quick and cheap. In addition, the outer wall panel and floor panel are simple in structure and can be manufactured quickly and cheaply at the factory. Due to the above, the cost of materials for the building body and exterior is low, the construction period is short, and the price of the entire building is reduced.

【0028】本発明の第3の発明は、根太端部が土台ま
たは桁上に載置されると共に根太端部が土台または桁上
に立設した柱に固定され、根太が土台または桁によって
両端支持されていることにより、一階床を作り上げる際
に床つかを用いないので1階床がきわめて早く完成す
る。ひいては、建前のときに建屋躯体上に野地板を設け
るまでの時間が早くなる。また根太端部に仕口を形状と
して刻む必要がないので根太製作工数が少ない。
According to a third aspect of the present invention, the joist end is the base.
Or girder is placed on the girder and the joist end is the base or girder.
It is fixed to the pillar erected on the
When building the first floor by being supported at both ends
Since the floor is not used for the first floor, the first floor is completed very quickly
You. By the way, when the building is in front of the building, a plate is installed on the building frame.
It takes less time to go. The shape of the joint at the end of the joist
Since there is no need to carve it, the number of man-hours required for making joists is small.

【0029】本発明の第4の発明は前記根太は土台また
は桁より大寸の長辺を有する平角材であることにより上
記構成を好適に実現できる。
A fourth invention of the present invention is that the joist is a base or
Is a flat bar with long sides that are larger than the girder.
The above configuration can be realized suitably.

【0030】本発明の第5の発明は、小屋ばりの中央に
立てた真づかと、心柱上端部に挟持固定された二本のむ
な木と、むな木と軒桁のみにわたされてむな木と軒桁の
みに固定されたたる木と、たる木上に配設固定された野
地板と、を有する小屋組みを 備えた建築構造としたこと
により、小屋組みのたる木の支持に母屋及び母屋を支持
する小づかを多数用いないでむな木、真づかを用いるた
め、小屋組みがきわめて早く完成する。ひいては建前の
ときに建屋躯体上に野地板を設けるまでの時間が早くな
る。
The fifth aspect of the present invention is the center of the shed.
Standing straight and two pieces clamped and fixed at the top of the pillar
Of trees and eaves girders
The rafter fixed on the tree and the field fixed on the rafter
Having a building structure with a roof frame having a ground plate
Supports purlins and purlins on the support of the troughs of the hut
Don't use a lot of small trees
Therefore, the hut assembly is completed very quickly. By the way
Sometimes it takes less time to install a base plate on the building frame.
You.

【0031】本発明の第6の発明は、第5の発明におい
て、前記野地板は、外周を互いに突き合せてたる木上に
配設されて、たる木に固定され、野地板外周には野地板
間を密封する弾性条を備えていることとにより、雨仕舞
がよく、後の作業がよりし易くなる。
A sixth invention of the present invention is the fifth invention.
Then, the above-mentioned floor board is placed on a tree with the outer edges butted against each other.
It is arranged and fixed to a rafter tree, and the board is on the outside of the board.
By having an elastic strip that seals between the
It is easy to do the following work.

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

【図1】本発明の実施例の2階建の縦断面図である。FIG. 1 is a vertical sectional view of a two-story building according to an embodiment of the present invention.

【図2】小屋組みの正面図である。FIG. 2 is a front view of a shed assembly.

【図3】野地板の端部を示す断面図である。FIG. 3 is a cross-sectional view showing an end portion of the base plate.

【図4】壁パネルの内部側より見る正面図である。FIG. 4 is a front view seen from the inside of the wall panel.

【図5】壁パネルの他の例を示す水平断面図である。FIG. 5 is a horizontal sectional view showing another example of the wall panel.

【図6】2枚組壁パネルの内部側より見る正面図であ
る。
FIG. 6 is a front view seen from the inside of the two-piece wall panel.

【図7】3枚組壁パネルの内部側より見る正面図であ
る。
FIG. 7 is a front view seen from the inside of the three-piece wall panel.

【図8】4枚組壁パネルの内部側より見る正面図であ
る。
FIG. 8 is a front view seen from the inside of the four-panel wall panel.

【図9】床パネルの縦断面図である。FIG. 9 is a vertical sectional view of a floor panel.

【図10】床パネルの配置例を示す平面図である。FIG. 10 is a plan view showing an arrangement example of floor panels.

【符号の説明】 5 柱 6 桁 7 根太 8 真づか 9 むな木 11 たる木 12 野地板 13 弾性条 15 力骨 16 外装板[Explanation of code] 5 pillars 6 digits 7 joists 8 true or not 9 una wood 11 slack wood 12 field plate 13 elastic strips 15 strength bones 16 exterior plate

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 躯体材料として(1)土台、(2)土台
と同断面で用いる階にかかわらず一定長さで両端に仕口
を持つ柱、(3)柱の1辺より長い長辺を有し平角で並
列する土台または桁間にわたす長さを有する根太、
(4)下階の柱上に配列され下階の柱上の仕口と結合す
る仕口を有し、両端に継手を備えると共に上階の柱の仕
口と結合する仕口を備え、断面が柱と同じ桁、(5)最
上階の柱上に配列され柱上の仕口と結合する仕口を有
し、両端に継手を備える軒桁、(6)並列する軒桁間に
おいて柱上にわたす小屋ばり、(7)小屋ばりの中央に
立設する真づか、(8)各真づか上部にわたって配され
真づか上部を抱いて真づか上部両側に固定される平角の
むな木、(9)むな木とむな木に平行する軒桁間にわた
す長さの平角のたる木、(10)野地板、(11)壁パ
ネル、(12)床パネル、を用い、布基礎上に配設した
土台上に軸組みを柱間が一定ピッチもしくは該ピッチの
整数倍であり、標準開口部を作るように1階柱を立設
し、この柱上に桁を取り付け、1階床の根太の端部を土
台にのせると共にこの柱に当接してこの柱に釘打ちまた
はボルト止め等の締結方法で固定してこの根太を両端支
持し、前記1階柱上の桁上に2階柱を1階柱同様に立設
し、2階柱上に軒桁を取り付け、2階床の根太の端部を
1階床上の桁にのせると共に2階柱に当接して2階柱に
釘打ちまたはボルト止め等の締結方法で固定して2階床
の根太を両端支持し、小屋組みは小屋ばりを並列して小
屋ばりの中央に真づかを立てて、この真づか上部両側に
平角のむな木を挟持釘打ちまたはボルト止め等で固定し
て、平角のたる木をむな木とむな木と平行する軒桁上に
わたして固定し、たる木上に野地板を張り付け、前記開
口部に外周の外部側にフランジを有するパネルをフラン
ジが躯体外面に当接するように嵌合固定し、根太上に床
パネルを敷きつめてなり、大引及び床つかを有せず大引
及び床つかに支持されないで土台または桁上にのせて両
端支持される根太と、もやなしで軒桁とむな木のみに支
持されるたる木を有する建築工法。
1. As a skeleton material, (1) foundation, (2) foundation
The same length, regardless of the floor used, has a fixed length at both ends
With (3) the pillar has a long side longer than one side and is aligned in a rectangular shape.
Joists with a length that spans the base of the row or girders,
(4) It is arranged on the pillar on the lower floor and is connected to the connection on the pillar on the lower floor.
With joints at both ends and the pillars on the upper floor.
A girder that has a joint with the mouth and has the same cross section as the pillar, (5)
There is a connection that is arranged on the pillar on the upper floor and connects with the connection on the pillar.
And (6) between eaves girders with joints at both ends,
In the center of the hut, (7) the hut that crosses the pillar
Whether to stand upright, (8) be placed over each center or top
Hold the straight part or the upper part and fix it on both sides of the straight part.
Muna tree, (9) Crossed between eave beams parallel to the muna tree and the muna tree
Flat-length rafters, (10) field boards, (11) wall panels
Flannel, (12) floor panel, placed on a cloth foundation
Install a shaft on the base with a constant pitch between columns or
It is an integral multiple, and the first floor pillar is erected so as to make a standard opening.
Then, attach a girder to this pillar and attach the end of the joist on the first floor to the soil.
Place it on the table and abut this pillar and nail it again
Is secured by a fastening method such as bolts, and this joist is supported at both ends.
Hold the 2nd floor pillar on the girder above the 1st floor pillar in the same manner as the 1st floor pillar
Then, attach the eaves girder to the pillar on the second floor and attach the end of the joist on the second floor.
Place it on the girder on the 1st floor and contact the 2nd floor pillar to make it the 2nd floor pillar.
Second floor by fixing with nailing or bolting
Supports the joists at both ends, and the hut structure is small by arranging the huts in parallel.
Set a straight line at the center of the roof and put it on both sides of this straight line.
Secure a flat wood with pinching nails or bolts.
On the eaves girder that is parallel to the empty tree and the empty tree.
I fixed it, stuck a field board on the rafter, and opened it as described above.
Flan a panel with a flange on the outside of the outer circumference at the mouth.
Fit and fix it so that it touches the outer surface of the body, and place the floor on the joist.
Panels are spread out and there is no haul or floor grab
And put on the base or girder without being supported by the floor
Supported only by joists supported on the edges and eaves beams and muddy trees without haze.
A construction method with a rafter that is held.
【請求項2】 躯体材料として(1)土台、(2)土台
と同断面で用いる階にかかわらず一定長さで両端に仕口
を持つ柱、(3)柱の1辺より長い長辺を有 し平角で並
列する土台または桁間にわたす長さを有する根太、
(4)下階の柱上に配列され下階の柱上の仕口と結合す
る仕口を有し、両端に継手を備えると共に上階の柱の仕
口と結合する仕口を備え、断面が柱と同じ桁、(5)最
上階の柱上に配列され柱上の仕口と結合する仕口を有
し、両端に継手を備える軒桁、(6)並列する軒桁間に
おいて柱上にわたす小屋ばり、(7)小屋ばりの中央に
立設する真づか(8)各真づか上部にわたって配され真
づか上部を抱いて真づか上部両側に固定される平角のむ
な木、(9)むな木とむな木を平行する軒桁間にわたす
長さの平角のたる木、(10)野地板、(11)壁パネ
ル、(12)床パネル、を用い、布基礎上に配設した土
台上に軸組みを柱間が一定ピッチもしくは該ピッチの整
数倍であり、標準開口部を作るように1階柱を立設し、
この柱上に桁を取り付け、1階床の根太の端部を土台に
のせると共にこの柱に当接してこの柱に釘打ちまたはボ
ルト止め等の締結方法で固定してこの根太を両端支持
し、前記1階柱上の桁上に2階柱を1階柱同様に立設
し、2階柱上に桁を取り付け、2階柱の根太の端部を1
階柱上の桁にのせると共に2階柱に当接して2階柱に釘
打ちまたはボルト止め等の締結方法で固定して2階床の
根太を両端支持し、3階柱を2階柱同様に立設し、3階
柱上に軒桁を取り付け、3階床の根太の端部を2階柱上
の桁にのせると共に3階柱に当接して3階柱に釘打ちま
たはボルト止め等の締結方法で固定して3階床の根太を
両端支持し、小屋組みは小屋ばりを並列して小屋ばりの
中央に真づかを立てて、この真づか上部両側に平角のむ
な木を挟持釘打ちまたはボルト止め等で固定して、平角
のたる木をむな木とむな木と平行する軒桁上にわたして
固定し、たる木上に野地板を張り付け、前記開口部に外
周の外部側にフランジを有するパネルをフランジが躯体
外面に当接するように嵌合固定し、根太上に床パネルを
敷きつめてなり、大引及び床つかを有せず大引及び床つ
かに支持されないで土台または桁上にのせて両端支持さ
れる根太と、もやなしで軒桁とむな木のみに支持される
たる木を有する建築工法。
2. As a skeleton material, (1) foundation, (2) foundation
The same length, regardless of the floor used, has a fixed length at both ends
Pillar with, (3) have a long long side than one side of the pillar parallel flat angle
Joists with a length that spans the base of the row or girders,
(4) It is arranged on the pillar on the lower floor and is connected to the connection on the pillar on the lower floor.
With joints at both ends and the pillars on the upper floor.
A girder that has a joint with the mouth and has the same cross section as the pillar, (5)
There is a connection that is arranged on the pillar on the upper floor and connects with the connection on the pillar.
And (6) between eaves girders with joints at both ends,
In the center of the hut, (7) the hut that crosses the pillar
Standing sword (8) Each sword is placed over each sword
Hold the upper part and fix it straight on both sides of the upper part.
A tree, (9) Pass the tree and the tree in parallel between eaves girders
Flat-length rafters, (10) field boards, (11) wall panels
Soil placed on a cloth foundation by using (12) floor panel
Install a shaft on the table with a constant pitch between columns or adjust the pitch.
It is several times, and the first floor pillar is erected so as to make a standard opening,
Attach a girder to this pillar, and use the end of the joist on the first floor as the base
Place it on the column and make contact with this column to nail or
Secure this joist on both ends by fixing it with a fastening method such as
Then, the second floor pillar is erected on the girder above the first floor pillar in the same manner as the first floor pillar.
Then, attach the girder on the 2nd floor pillar and set the end of the joist of the 2nd floor pillar to 1
Place it on the girder on the second floor pillar and abut the second floor pillar and nail it to the second floor pillar.
Fix it with a fastening method such as striking or bolting on the second floor
Support joists at both ends, and the 3rd floor pillar is erected in the same manner as the 2nd floor pillar.
Attach the eaves girder to the pillar and attach the end of the joist on the 3rd floor to the 2nd floor pillar.
Place it on the girder and abut the third floor pillar and nail it to the third floor pillar.
Or bolt the bolts to secure the joists on the 3rd floor.
Both ends are supported, and the hut structure is parallel to the huts
Set the center in a straight line, and place a flat angle on both sides of this straight line.
Flat wood is secured by pinching nails or bolting.
I put a slack tree on the eaves girder that is parallel to the tree
Fix it, stick a field board on the rafter, and put it outside in the opening.
The flange is the frame of the panel with the flange on the outside of the circumference
Fit and fix it so that it touches the outer surface, and place the floor panel on the joist.
Being spread, without having a haul or floor grab
It is not supported on the base or on the base or girder and is supported at both ends.
Supported by joists and eaves beams and muddy trees
Construction method with rafters.
【請求項3】 根太端部が土台または桁上に載置される
と共に根太端部が土台または桁上に立設した柱に固定さ
れ、根太が土台または桁によって両端支持されているこ
とを特徴とする建築構造。
3. A joist end is placed on a base or girder.
Along with the joist end is fixed to the foundation or the pillar standing on the girder.
And the joists are supported at both ends by the foundation or girder.
The architectural structure characterized by and.
【請求項4】 前記根太は土台または桁より大寸の長辺4. The joists are longer sides that are larger than the base or girder.
を有する平角材であIs a flat bar with る請求項3に記載の建築構造。The building structure according to claim 3.
【請求項5】 軒桁及び軒桁と平行する小屋ばりの中央5. The center of an eaves girder and a shed that is parallel to the eaves girder
に立てた真づかと、真づか上端側部に挟持固定された二Stand upright and the two
本のむな木と、むな木と軒桁のみにわたされてむな木とMunaki of books, and Munaki that are passed only to Munaki and eaves girders
軒桁のみに固定されたたる木と、たる木上に配設固定さIt is installed and fixed on the rafter fixed only to the eaves girder and on the rafter.
れた野地板と、を有する小屋組みを備えた建築構造。Building structure with a roof frame that has
【請求項6】 前記野地板は、外周を互いに突き合せて6. The outer plates of the field plates are butted against each other.
たる木上に配設されて、たる木に固定され、野地板外周It is placed on the rafters and fixed to the rafters,
には野地板間を密封する弾性条を備えていることを特徴Is equipped with an elastic strip that seals between the base plates
とする請求項5に記載の建築構造。The building structure according to claim 5.
JP22535492A 1992-07-31 1992-07-31 Construction method and building structure Expired - Lifetime JP2671181B2 (en)

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JP22535492A JP2671181B2 (en) 1992-07-31 1992-07-31 Construction method and building structure

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Application Number Priority Date Filing Date Title
JP22535492A JP2671181B2 (en) 1992-07-31 1992-07-31 Construction method and building structure

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JPH0657822A JPH0657822A (en) 1994-03-01
JP2671181B2 true JP2671181B2 (en) 1997-10-29

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