JP3341015B2 - Wooden building - Google Patents
Wooden buildingInfo
- Publication number
- JP3341015B2 JP3341015B2 JP2000014272A JP2000014272A JP3341015B2 JP 3341015 B2 JP3341015 B2 JP 3341015B2 JP 2000014272 A JP2000014272 A JP 2000014272A JP 2000014272 A JP2000014272 A JP 2000014272A JP 3341015 B2 JP3341015 B2 JP 3341015B2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- wooden
- base
- timber
- square
- 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 - Fee Related
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、積木式木造壁のよ
うな木造壁を有する木造建築に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wooden building having a wooden wall such as a wooden block wall.
【0002】[0002]
【従来の技術】積木式木造壁は、校倉造りに見られるよ
うに古くからの建築様式として知られており、用いる木
材の断面形状が、丸太、半丸太、角材、五角形(校倉)
等種々あるが、壁の入り隅(角部)の組み合わせ部に組
み合わせのために、木材の端部に組み合って互いに当接
する凹所を加工する必要がある。また、使用する木材
は、壁の水平方向長さに相当する長さの木材が使用さ
れ、長い壁では長い木材を使用することになる。2. Description of the Related Art Block-type wooden walls have been known as an architectural style since ancient times, as seen in a school building. The cross-sectional shape of the wood used is a log, a half log, a square timber, and a pentagon (Kakukura).
However, in order to combine the corners (corners) of the wall with each other, it is necessary to form recesses which are combined with the ends of the wood and are in contact with each other. In addition, as the wood to be used, wood having a length corresponding to the horizontal length of the wall is used, and long wood is used for a long wall.
【0003】木造建築用の木造壁には積木式の他に、真
壁式、大壁式、パネル式等があり、夫々に特徴がある
が、いずれも相当に複雑なものであり、真壁式、大壁式
は専門の職人の手が必要であり、パネル式にしてもクレ
ーン等の機械を使用すれば現場の組み立ては容易である
が工場で製造するから、大量に生産することによって始
めて特徴が生かされるものである。[0003] Wooden walls for wooden buildings include a true wall type, a large wall type, a panel type and the like in addition to a block type. Each of them has a characteristic, but all of them are considerably complicated. The large wall type requires the hand of a specialized craftsman, and even if it is a panel type, it is easy to assemble the site if a machine such as a crane is used, but since it is manufactured in a factory, it is not possible to start with mass production. It is something that can be used.
【0004】また別に、木造住宅では一般に基礎コンク
リートの上に木製の土台をアンカーボルトで固定して設
け、その土台から壁等が立ち上った構成であり、このよ
うな土台が腐朽等により損傷した場合に、土台を交換等
により修復するようなことは殆ど考慮されていない。[0004] Separately, in a wooden house, a wooden base is generally fixed on an anchor concrete with anchor bolts, and a wall or the like stands up from the base. When such a base is damaged by decay or the like, In addition, almost no consideration has been given to repairing the base by replacing it.
【0005】[0005]
【発明が解決しようとする課題】従来の積木式木造壁
は、構造が単純で製作しやすいが、壁の長さに対応した
長い木材が必要である問題があり、住宅に適用しようと
すると、窓口、出入口等の開口部を形成する際にやや困
難がある。つまり、開口縁の部分で壁形成木材の切断端
部を別の部材を用いるなどして何らかの形で強固に保持
することが必要である。また、木造建築は長年の使用に
おいて傷んだ部分を補修する場合、屋根等のように上方
の部分は比較的修理しやすいが、土台部分の修理は建築
物を支えている点でかなり困難である。すなわち、木造
住宅では一般に基礎コンクリートの上に木製の土台をア
ンカーボルトで固定して設けてあるから、傷んだ古い土
台を除去して新たな土台をアンカーボルトが挿通され固
定された状態とする作業は、相当に大掛かりな作業にな
り、少なくとも土台よりも上側の部分を、つまり略家屋
全体を持ち上げ、そして下ろす必要があるからである。A conventional wooden block-type wooden wall has a simple structure and is easy to manufacture. However, there is a problem that a long timber corresponding to the length of the wall is required. There are some difficulties in forming openings such as windows and doorways. In other words, it is necessary to firmly hold the cut end of the wall-formed wood at the opening edge in some form, for example, by using another member. When repairing a damaged part of a wooden building after many years of use, the upper part such as a roof is relatively easy to repair, but the repair of the base part is quite difficult because it supports the building. . In other words, in wooden houses, a wooden base is generally fixed on a foundation concrete with anchor bolts, so the damaged old base is removed and a new base is fixed with the anchor bolts inserted. Is a rather expensive operation, requiring that at least the part above the base, that is to say the entire house, be lifted and lowered.
【0006】また、住宅としては木の柔らかさや暖かさ
等の感触を好む人々にとっては木造住宅が切望される
が、良質で大きい木材が不足して高価であることから入
手し難い面がある。この点、間伐材は比較的容易に安価
に入手でき、これを使用することが考えられるが、太さ
が小さいために住宅用としてはあまり用いられていない
ようである。[0006] In addition, a wooden house is desired for those who prefer the feeling of softness and warmth of wood as a house, but there is a shortage of high quality and large wood, which makes it difficult to obtain. In this regard, thinned timber can be obtained relatively easily and inexpensively, and it is conceivable to use it, but it seems that it is not often used for housing because of its small thickness.
【0007】このようなことから、本発明は、積木式木
造壁を改良し、建築が容易であり、土台の修理が容易で
あり、間伐材の利用が可能である木造建築を提供するこ
とを課題とする。[0007] In view of the above, the present invention provides an improved wooden block-type wooden wall, which can be easily constructed, whose base can be easily repaired, and in which thinned wood can be used. Make it an issue.
【0008】[0008]
【0009】[0009]
【0010】本発明の手段は、所定の四角形断面を有す
る木製の角材を水平に順次積み重ね且つ上下で互いに固
定結合して形成された木造壁を有する木造建築におい
て、前記木造壁の下部と基礎コンクリートとの間に設け
られる土台が、角材を比較的短い長さに分断し、同じ長
さのものを複数段に重ね、最下段の角材をアンカーボル
トで固定した構成であり、前記土台を構成している複数
段の角材が、壁・土台結合手段によって前記木造壁の下
端部の角材と結合され且つ必要に応じ木造壁を残して土
台の角材長さ単位で土台を除去可能であることを特徴と
する。[0010] The means of the present invention is to provide a wooden building having a wooden wall formed by horizontally stacking wooden squares having a predetermined rectangular cross section and fixedly connecting them to each other up and down. The base provided between the base and the base is divided into relatively short lengths, the same length is stacked in a plurality of levels, and the bottom level is fixed with anchor bolts, forming the base. The plurality of steps of the timber are connected to the timber at the lower end of the wooden wall by the wall / base coupling means, and the base can be removed in units of the timber length of the base, leaving the wooden wall as necessary. <br/> with.
【0011】この手段では、木造壁を残して土台を角材
の長さ単位で除去可能であるから、例えば、木造建築が
何年か使用されて土台が腐朽等により損傷して修理の必
要が生じたとき、木造壁はそのままの位置で、土台を比
較的短い角材の長さ単位で部分的に取り外して、別の新
しいものと交換可能である。すなわち、土台の修復にお
いて、腐朽した土台の元々分断されていた角材長さ分を
除去すると、新しい土台をアンカーボルトが挿通した状
態に設置するための必要な空間が形成される。土台が上
下で同じ長さの複数段の角材によって構成されているの
で、最下段の角材はアンカーボルト挿通孔を基礎コンク
リートから突出しているアンカーボルトに挿通させるこ
とができ、ナットで締めつけた後に、その角材の上の空
間に別の角材を挿入して、壁・土台結合手段で結合すれ
ばよい。According to this method, the foundation can be removed by the unit of the length of the timber without leaving the wooden wall. For example, when a wooden building is used for several years, the foundation is damaged due to decay or the like, and repair is required. When the wooden wall is left in place, the base can be partially removed in relatively short square lumber lengths and replaced with another new one. In other words, in the restoration of the base, if the originally cut off length of the squared wood of the decayed base is removed, a necessary space for setting the new base in a state where the anchor bolts are inserted is formed. Since the base is composed of multiple steps of square bars of the same length on the upper and lower sides, the lowermost square bars can be inserted through the anchor bolt insertion holes into the anchor bolts protruding from the foundation concrete, and after tightening with nuts, What is necessary is just to insert another square bar in the space above the square bar, and to connect it with the wall / base connecting means.
【0012】また、木造壁は、木造壁が積み重ねた角材
を上下で互いに固定結合された構成であるから、壁の水
平方向の寸法が大きくてもその水平寸法に相当する長さ
の角材を使用する必要がない。角材は壁の水平方向長さ
寸法に比べて短いものであっても端面を突き合わせた状
態で使用できる。そして、出入口や窓口等の壁面の開口
部の形成は、単にその部分を欠如させた構成であれば良
く、開口縁となる角材端部を保持する手段を特別に設け
なくてもよい。また、所定の四角形断面の角材として、
その四角形の所定の一辺の長さが壁の厚さ寸法となるの
で、その一辺の長さは通常12cm程度であれば良いか
ら、間伐材から形成できる角材の使用が可能である。Further, timber wall, because it is configured permanently coupled together timbers of wood concrete wall stacked in vertically, the length of the square timber even significant horizontal dimensions of the walls corresponding to the horizontal dimension No need to use. Even if the square piece is shorter than the horizontal length of the wall, it can be used with its end faces abutting. The opening of the wall surface such as the entrance and the window may be formed simply by removing the portion, and there is no need to particularly provide a means for holding the edge of the square bar which is the opening edge. In addition, as a timber of a predetermined square cross section,
Since the length of a predetermined side of the square is the thickness of the wall, the length of the side may be generally about 12 cm, so that a square lumber that can be formed from thinned wood can be used.
【0013】前記手段において、前記壁・土台結合手段
が、前記土台と前記木造壁の下端部との双方に跨がって
金属板を取付けた構成とするのがよい。金属板は、例え
ば、鋼板で形成し、釘、又はねじ釘、ボルトナット等に
よって取り付けられるものとすると、土台と木造壁との
間を結合固定できる。この結合固定状態は、釘等を除去
し、金属板を取り外すことによって解除されるから、土
台を部分的に、あるいは全部を新しいものと交換可能に
なる。土台は予め準備しておくことが可能であり準備し
ておけば、交換作業は簡単で、迅速に行うことができ
る。[0013] Oite in the hand stage, it is the wall-foundation coupling means, not good is given to a configuration in which fitted with a metal plate straddling both the lower end of the base and the wooden wall. If the metal plate is formed of, for example, a steel plate and is attached with nails, screws, bolts, nuts, or the like, the base and the wooden wall can be connected and fixed. This fixed state is released by removing the nail or the like and removing the metal plate, so that the base can be partially or entirely replaced with a new one. The base can be prepared in advance, and if it is prepared, the replacement operation can be performed easily and quickly.
【0014】前記手段において、前記壁・土台結合手段
が、前記土台を構成している角材間、及び前記土台の少
なくとも最上段の角材と前記木造壁の最下段の角材との
間を、固定結合している接着剤及び角材の側面から斜め
に打ち込む釘である構成とするのがよい。釘と接着剤に
よる木材の固定結合は、のみや、適当な釘切断工具等を
使用して取り外すことができるから、ある程度腐朽が進
んだ土台ではその角材長さ範囲を比較的簡単に除去でき
る。この構成は新築時に適用すると、建築し易い点で都
合がよい。土台を交換したときの壁・土台結合手段では
釘の打ち込みが新築の壁・土台結合手段と同様にはでき
ないが、角材の側面から斜め下方へ向けて釘を打ち込め
ばよく、また別の壁・土台結合手段を適用してもよい。[0014] Oite the hand stage, the walls, base coupling means, between timbers constituting the foundation, and between the lowermost timbers of at least the uppermost timbers and the timber wall of the base Diagonally from the side of the glue and square bars that are fixedly bonded
Not good that a structure is a nail driven into. Since the fixed connection of the wood with the nail and the adhesive can be removed using only a nail or an appropriate nail cutting tool or the like, it is possible to relatively easily remove the range of the length of the timber on the decayed base. When this configuration is applied at the time of new construction, it is convenient in terms of easy construction. When the base is replaced, the nail can not be driven in the same way as the newly-constructed wall / base connecting means when the base is replaced.However, it is only necessary to drive the nail diagonally downward from the side of the timber. Base connecting means may be applied.
【0015】本発明の手段において、前記木造壁の第1
の壁とこの第1の壁の端部又は途中に角度をなして連な
る第2の壁とで構成される連続部が、同じ高さ位置で第
1の壁の角材の端面と第2の壁の角材の側面とが当接
し、その上に重ねられる次段では第1の壁の角材の側面
と第2の壁の角材の端面とが当接する構成を、高さ方向
に繰り返して形成されている構成とするのが良い。[0015] Oite hand stage of the present invention, first the timber wall
A continuous portion composed of a wall of the first wall and an end of the first wall or a second wall continuous at an angle in the middle of the first wall has an end face of the square bar of the first wall and the second wall at the same height position. In the next stage, which is in contact with the side surface of the square bar, and in which the side surface of the square bar of the first wall and the end surface of the square bar of the second wall are in contact with each other, the structure is formed by repeating in the height direction. Good configuration .
【0016】この構成では、木造壁が所定の四角形断面
を有する木製の角材によって構成されており、木造壁が
角材を積み重ねて固定結合された構成であり、また木造
壁の連続部、つまり外壁の角部や外壁の途中に内壁が連
なっている部分において角材の端面と側面とが当接した
構成であるから、角材に切断以外の加工を施されないで
使用できる。即ち、従来の積み木式木造壁のように、2
面の壁が角度をなして出会う角部に組み合わせるための
凹所等を加工する必要がない。従って、高度の木工技術
や建築技術を取得した者でなくても容易に建築できる。
それにも拘わらず第1の壁と第2の壁の連続部は木組み
状態であり、しかも各角材が上下で互いに固定結合され
ているから、強力な壁構造である。また、積木式に似た
木造壁を有する木造建築であるが、壁の水平方向長さに
相当する長さよりも短い角材を用いて建築できるから、
しかも出入り口や窓口等の壁面の開口部の形成が、開口
縁となる角材端部を保持する手段を特別に設けなくても
よいから、更に間伐材の使用が可能であるから、建築し
やすくそして安価に提供できる。In this configuration , the wooden wall is formed of a wooden bar having a predetermined rectangular cross section, the wooden walls are stacked and fixedly connected to each other, and a continuous portion of the wooden wall, that is, the outer wall is formed. Since the end face and the side face of the bar are in contact with each other at a portion where the inner wall is continuous in the middle of the corner or the outer wall, the bar can be used without being subjected to processing other than cutting. That is, like a conventional wooden wall,
There is no need to machine recesses or the like for combining with the corners where the face walls meet at an angle. Therefore, it is possible to easily build even a person who does not have advanced woodworking technology or building technology.
Nevertheless, the continuous portion of the first wall and the second wall is in a timbered state, and since each of the square members is fixedly connected to each other up and down, the wall structure is strong. In addition, although it is a wooden building with wooden walls similar to the building block type, since it can be built using square beams shorter than the length equivalent to the horizontal length of the wall,
In addition, the formation of the openings on the wall surfaces such as doorways and windows does not require special means for holding the ends of the timber, which is the edge of the opening. Can be provided at low cost.
【0017】前記手段において、前記木造壁の角材の固
定結合が、前記角材間を接着剤で接着し、上下の位置関
係にある前記角材の双方に跨って釘を打ち込んだ構成と
するのがよい。この構成では、木造壁を構成する角材が
順次上下で接着剤と釘によって結合されているから、建
築しやすく、また一体化された強固なものであり、大き
い荷重を支えることができ、耐震構造壁としても優れて
いる。[0017] Oite the hand stage, fixed coupling of square timber of the timber wall, and glued between the square timber, and implanted it constitutes a nail across both the square timber in a vertical positional relationship not good to have. In this configuration, the timbers that make up the wooden wall are sequentially joined by adhesive and nails at the top and bottom, making it easy to build, integrated and strong, capable of supporting large loads, and having an earthquake-resistant structure. Excellent as a wall.
【0018】[0018]
【発明の実施の形態】本発明の第1の実施の形態を図1
〜図5を用いて説明する。この実施の形態の木造建築
は、大部分が一定の長方形断面(12cm×6cm)の
木材を用いて建築される木造家屋であるが、その木造壁
と、土台とについて主に説明する。この木造家屋1は、
図1に示すように2階建てであり、基礎コンクリート2
の上に土台3を設け、その上に木造壁4を設け、その上
に屋根5を設けた構成である。FIG. 1 shows a first embodiment of the present invention.
This will be described with reference to FIG. The wooden building of this embodiment is a wooden house which is mostly constructed using wood having a constant rectangular cross section (12 cm × 6 cm). The wooden wall and the base will be mainly described. This wooden house 1
As shown in FIG.
, A base 3 is provided thereon, a wooden wall 4 is provided thereon, and a roof 5 is provided thereon.
【0019】基礎コンクリート4は、図2に概略を示す
ように、家屋の外壁10の下端と、外壁10の途中の内
側に連なる内壁11の下端とに対応して従来周知の工法
で設けられたもので、土台3を支える上面にアンカーボ
ルト12が所定間隔で突設されている。As shown schematically in FIG. 2, the foundation concrete 4 is provided by a conventionally well-known method corresponding to the lower end of the outer wall 10 of the house and the lower end of the inner wall 11 connected to the middle of the outer wall 10. An anchor bolt 12 is provided at a predetermined interval on an upper surface supporting the base 3.
【0020】土台3は、図3に示すように、比較的短い
同じ長さ(例えば長さが92cm)の角材13、14、
15、16を順番に積み重ねた構成である。この土台3
の一番下の角材13は、例えば12cm×12cmの正
方形断面のもの、もしくは12cm×10cm程度のも
ので、前記アンカーボルト12が挿通される挿通孔17
を2個穿設してあり、図示のように、この挿通孔17に
アンカーボルト12を挿通させて座金及びナット18で
固定されている。角材13の上面からはアンカーボルト
12の一部と座金及びナット18とが突出しているか
ら、その上の角材14の下面には突出位置に対応して凹
所19を設けてその角材14の下面と角材13の上面と
が当接するようにしてある。そして、更にその上に角材
14と同じ厚さの角材15、16を重ねて設けてある。
角材14、15、16は、角材13と同じ幅を有する、
12cm×6cmの長方形断面のものを用いる。各々の
角材13、14、15、16は、木材用接着剤、例え
ば、ポリ酢酸ビニルとその共重合体、エチレン−酢酸ビ
ニル共重合体、又はユリア樹脂等、によって接着されて
いると共に、図示のように上側から釘20で固定されて
いる。この土台3の新設時の施工は、角材13の上に角
材14、15、16を下側のものから順に接着剤で接着
し釘20を打ち付ける作業を繰り返して設置していけば
よい。土台3の水平面内で屈曲した角部は、一方の土台
の端部側面に、他方の土台の端面を当接させた構成とす
る。土台3を設置した後に木造壁4を設置する。As shown in FIG. 3, the base 3 is made of square members 13, 14, which are relatively short and have the same length (for example, 92 cm in length).
15 and 16 are sequentially stacked. This foundation 3
The bottom square bar 13 has a square cross section of, for example, 12 cm × 12 cm, or has a square section of about 12 cm × 10 cm, and has a through hole 17 through which the anchor bolt 12 is inserted.
The anchor bolts 12 are inserted through the insertion holes 17 and are fixed with washers and nuts 18 as shown in the figure. Since a part of the anchor bolt 12, the washer and the nut 18 project from the upper surface of the square member 13, a concave portion 19 is provided on the lower surface of the square member 14 corresponding to the projecting position, and a lower surface of the square member 14 is provided. And the upper surface of the square bar 13 are in contact with each other. Further, square members 15 and 16 having the same thickness as the square member 14 are further provided thereon.
The square members 14, 15, 16 have the same width as the square member 13,
A rectangular cross section of 12 cm × 6 cm is used. Each of the square members 13, 14, 15, 16 is adhered by a wood adhesive, for example, polyvinyl acetate and a copolymer thereof, an ethylene-vinyl acetate copolymer, or a urea resin. Is fixed with a nail 20 from above. When the foundation 3 is newly installed, the work of gluing the square members 14, 15, 16 on the square member 13 with an adhesive in order from the lower side and hitting the nail 20 may be repeated. The corner of the base 3 bent in the horizontal plane has a configuration in which the end face of the other base abuts on the side surface of the end of one base. After the base 3 is set, the wooden wall 4 is set.
【0021】木造壁4は、外壁10の部分を図3に示す
ように、土台3の角材14、15、16と同じ所定長方
形断面(12cm×6cm)の角材21を前記土台3の
上に積み重ね、上下に重なる角材21同士を木材用接着
剤を用いて接着すると共に少なくとも2段の角材21、
21に跨るように上方から釘20を打ち込んで固定結合
してある。この施工は、土台3の上に木造壁4の最下段
の角材21を木材用接着剤層を介して重ね、位置決めし
てから釘20を打ち込んで固定し、次に積み重ねる2段
目の角材21の下面に接着剤を塗布して積み重ね、位置
決めしてから釘20を打ち込む。基本的にはこれを繰り
返せばよい。この場合の土台3と木造壁4の結合構造、
つまり壁・土台結合手段6は、接着材と釘20とによる
ものである。As shown in FIG. 3, the wooden wall 4 is formed by stacking, on the base 3, a rectangular member 21 having the same rectangular section (12 cm × 6 cm) as the square members 14, 15, 16 of the base 3, as shown in FIG. At least two levels of the square members 21 are bonded together using the wood adhesive, and
The nail 20 is driven in from above and fixedly connected so as to straddle the 21. In this construction, the lowermost square timber 21 of the wooden wall 4 is overlaid on the base 3 via the wood adhesive layer, positioned, nailed and fixed, and then stacked in the second stage square 21 An adhesive is applied to the lower surface of the stack, the stack is positioned, and the nail 20 is driven after positioning. Basically, this can be repeated. In this case, the joint structure of the base 3 and the wooden wall 4,
That is, the wall / base connecting means 6 is formed by the adhesive and the nail 20.
【0022】また、木造壁4の角部の第1の壁22と第
2の壁23とのなす角部、つまり連続部の構成は、図4
(a)、(b)、(c)に示すようになっている。すな
わち、これは第1の壁22に対して第2の壁23が直角
な角をなして連なっている場合であり、最下段では、同
(a)、(b)に示すように第1の壁22の角材21の
側面24と第2の壁23の角材21の端面25とが当接
し、次の2段目では、同(a)、(c)に示すように第
1の壁22の角材21の端面26と、第2の壁23の角
材21の側面27とが当接している。この最下段と2段
目の構成が上方へ交互に繰り返されている。勿論、端面
24と側面25との当接部、及び端面26と側面27と
の当接部は接着剤で接着し、角材端部には上方から適宜
釘を打ち込む。The configuration of the corner between the first wall 22 and the second wall 23 of the corner of the wooden wall 4, that is, the continuous portion is shown in FIG.
(A), (b), and (c). In other words, this is the case where the second wall 23 is connected to the first wall 22 at a right angle, and at the bottom, the first wall 22 is at the first angle as shown in FIGS. The side surface 24 of the square member 21 of the wall 22 abuts on the end surface 25 of the square member 21 of the second wall 23, and in the next second stage, as shown in FIGS. The end face 26 of the square member 21 is in contact with the side surface 27 of the square member 21 of the second wall 23. The configuration of the lowermost stage and the configuration of the second stage are alternately repeated upward. Of course, the contact portions between the end surfaces 24 and the side surfaces 25 and the contact portions between the end surfaces 26 and the side surfaces 27 are bonded with an adhesive, and nails are appropriately driven into the end portions of the rectangular bar from above.
【0023】また、木造壁4の外壁10の途中に同様な
構成の内壁11の一端が直角に連なる連続部の構成は、
図5(a)、(b)、(c)に示すようになっている。
すなわち、同(a)、(b)に示すように最下段では外
壁10の角材21の内側の側面28に内壁11の角材2
1の端面29が当接し、同(a)、(c)に示すように
2段目では外壁10の角材21が分断されてその間に内
壁11の角材21の端部が配置され、角材21の分断さ
れた端面30、30と角材21の端部側面31、31と
が当接している。この最下段と2段目の構成が上方へ交
互に繰り返されている。この壁の連続部の構成において
も必要に応じて接着剤および釘を使用する。Further, the structure of the continuous portion in which one end of the inner wall 11 having the same structure continues at a right angle in the middle of the outer wall 10 of the wooden wall 4 is as follows.
5 (a), 5 (b) and 5 (c).
That is, as shown in FIGS. 3A and 3B, at the bottom, the square 2 of the inner wall 11 is attached to the side surface 28 inside the square 21 of the outer wall 10.
1, the end surface 29 of the outer wall 10 is divided at the second stage, and the end of the square member 21 of the inner wall 11 is disposed therebetween, as shown in FIGS. The divided end surfaces 30 and 30 and the end side surfaces 31 and 31 of the square bar 21 are in contact with each other. The configuration of the lowermost stage and the configuration of the second stage are alternately repeated upward. Adhesives and nails are used as needed in this continuous wall configuration.
【0024】このような木造壁4の施工において、角材
21の長さが所定の壁の水平長さより短い場合には、角
材21の端面に他の角材21の端面を接着剤を介して当
接させて連続するように配置し、前記と同様に下面にも
接着剤を塗布しておいて釘で上方から打ち付けることに
より連続した状態に設置する。また、長さが長すぎる場
合には、鋸切断によって切り揃える。In the construction of such a wooden wall 4, when the length of the square member 21 is shorter than the predetermined horizontal length of the wall, the end surface of the other square member 21 is brought into contact with the end surface of the other square member 21 via an adhesive. Then, the adhesive is applied to the lower surface in the same manner as described above, and is nailed from above with a nail to be installed in a continuous state. If the length is too long, it is trimmed by sawing.
【0025】この木造壁4に設ける必要がある開口部、
例えば、図1に示すような出入り口32や窓口33など
の開口の縦縁32a、33aは、木造壁4の角材21を
単に欠如させ、角材の切断端面で形成する。その切断端
部分も接着剤と釘により上下に強力に結合されているか
ら、特別に補強部材を設ける必要はない。この出入り口
32や窓口33には戸枠や窓枠を直接設置できる。An opening which needs to be provided in the wooden wall 4;
For example, the vertical edges 32a and 33a of the openings such as the entrance 32 and the window 33 as shown in FIG. 1 are formed by simply cutting off the square bar 21 of the wooden wall 4 and cutting the square bar. Since the cut end portion is also strongly connected vertically by an adhesive and a nail, it is not necessary to provide a special reinforcing member. A door frame or a window frame can be directly installed at the entrance 32 or the window 33.
【0026】土台3と木造壁4を構築した後に屋根5を
設ける。屋根5の構成の詳細な説明は省略するが、前記
長方形断面(12cm×6cm)の角材を主に用いて構
成する。つまり、その角材を用いて棟木、束、母屋、梁
等を構成する。また、他の部分においても、例えば、床
束で支えられる大根太、小根太、抜き等に使用する。こ
のように使用することは、材料の木材寸法の種類を少な
くできて、安価に木造住宅を建築できるからであり、ま
た間伐材の有効利用を図るためである。After constructing the base 3 and the wooden wall 4, a roof 5 is provided. Although a detailed description of the configuration of the roof 5 is omitted, the roof 5 is mainly configured using square members having a rectangular cross section (12 cm × 6 cm). In other words, a purlin, a bundle, a purlin, a beam, and the like are formed using the square lumber. In other parts, for example, it is used for large joists, small joists, punching, etc. supported by a floor bundle. Such use is because the type of wood dimensions of the material can be reduced, and a wooden house can be constructed at a low cost, and the thinning material is effectively used.
【0027】壁の構築に関係する部分として、1階の床
の大根太の両端の支持構造、2階の床を支える梁状部
(ささら)の両端の支持構造があり、これらは図6
(a)、(b)、又は(c)に示す構成とするのがよ
い。すなわち、大根太40は、図6(a)に示すよう
に、角材21と同じ断面の角材を2段に重ねて結合して
用い、その下側の角材41の端部を上側の角材42の端
部より角材21の幅に相当する寸法だけ突出させて形成
しておいて、その突出部51を木造壁4の角材21を切
断して欠如させた部分48に配置し、上側の角材42の
端面49を部分48の上側の角材21の側面に当接させ
る。同図中、52は角材21と同じ角材で形成し釘で打
ち付けたコンパネ支え、44は合板(通称コンパネ)で
形成した下床板、45は小根太、46は断熱材、47は
床板である。As a part related to the construction of the wall, there is a support structure at both ends of a large joist of the floor on the first floor, and a support structure at both ends of a beam-shaped portion (Sasara) supporting the floor on the first floor.
The configuration shown in (a), (b), or (c) is preferable. That is, as shown in FIG. 6A, the large joist 40 is formed by using two pieces of square pieces having the same cross section as that of the square piece 21 and joining them together, and using the end of the lower square piece 41 to the upper square piece 42. It is formed so as to protrude from the end by a dimension corresponding to the width of the square bar 21, and the protruding portion 51 is arranged at a portion 48 of the wooden wall 4 where the square bar 21 is cut off and is missing. The end face 49 is brought into contact with the side surface of the square bar 21 above the portion 48. In the figure, 52 is a panel support made of the same square bar as the square bar 21 and nailed with nails, 44 is a lower floor plate made of plywood (commonly known as a panel), 45 is a small joist, 46 is a heat insulating material, and 47 is a floor plate.
【0028】また、梁状部50、50aは、図6
(b)、又は(c)に示すように、角材21と同じ断面
の角材を4段又は5段に重ねて結合して用い、前記と略
同様に重ねた角材41、42の端部を突出させたものを
2本用い、(b)の梁状部50では間に1本の角材53
を介在させてあり、角材の両端外方に空間54を生じる
ように短い角材53を梁状部50の中間に配置した構成
であり、(c)の梁状部50aでは角材41、42を4
段に重ねてある。その角材41の端部である突出部51
は、前記と同様に木造壁4の角材21、21を欠如させ
た部分48、48に位置させる。上下に重ねて結合した
角材41、42の間及び角材53との間は、いずれも接
着剤と釘とによって結合するものとする。この支持構造
は、ほぞとほぞ孔によって組みつけた構成であり、前述
した壁の連続部の構成と略同じであり、強度が大きく構
築もし易い。The beam-shaped portions 50 and 50a are formed as shown in FIG.
As shown in (b) or (c), square members having the same cross section as the square member 21 are used in a state where they are overlapped in four or five steps, and the ends of the overlapped square members 41 and 42 are projected in substantially the same manner as described above. Two beams are used, and one beam 53 is interposed between the beam portions 50 in FIG.
In this configuration, a short bar 53 is arranged in the middle of the beam 50 so as to form a space 54 outside both ends of the bar. In the beam 50a shown in FIG.
It is piled up on the steps. A protruding portion 51 which is an end of the square bar 41
Are located at the portions 48, 48 of the wooden wall 4 where the square members 21, 21 are missing, as described above. It is assumed that the space between the square members 41 and 42 and the space between the square members 53, which are vertically stacked, are all connected by an adhesive and a nail. This support structure has a tenon and a tenon hole, and is substantially the same as the above-described configuration of the continuous portion of the wall, and has high strength and is easy to construct.
【0029】本発明の第2の実施の形態を図7を用いて
説明する。この実施の形態の第1の実施の形態と異なる
点は、壁・土台結合手段6aであり、この他の構成は同
じであるから、同等部分を同一図面符号で示し、壁・土
台結合手段6aについて説明し、他の説明は省略する。
この壁・土台結合手段6aは、土台3aの角材13、1
4、15、16を結合するためにその上から打ち込むよ
うな釘及び接着剤若しくは釘を使用しない構成であり、
金属板34、例えば鋼板を使用する。この金属板34
は、長方形断面(12cm×6cm)の角材14等の断
面の短辺(6cm)の約7倍の幅で所定の長さを有する
平坦な金属板であり、板面を貫通した小孔35を適当に
分散して穿設されている。図6に見られるように、基礎
コンクリート2の上に設置された最下段の角材13、そ
の上に3段設置された角材14、15、16、及び木造
壁4の下部の最下段とその上の2段の角材21、21と
に跨って外面と内面とに固定される。その固定は小孔3
5を利用して横向きに打ち込まれる釘、横向きにねじ込
まれるねじ釘、もしくは横向きに挿通してナットで固定
されるボルトによって行われる。同図はねじ釘36を使
用したものを示している。[0029] The second embodiment of the present invention will be described with reference to FIG. The difference of this embodiment from the first embodiment is the wall / base coupling means 6a. Since the other configuration is the same, the same parts are indicated by the same reference numerals and the wall / base coupling means 6a Will be described, and other description will be omitted.
The wall / base connecting means 6a is used for the square members 13, 1 of the base 3a.
4, 15 and 16 without using nails and glue or nails that are driven from above to join them,
A metal plate 34, for example, a steel plate is used. This metal plate 34
Is a flat metal plate having a predetermined length and a width approximately seven times the short side (6 cm) of the cross section of the rectangular piece (12 cm × 6 cm) square material 14 or the like. Drilled appropriately dispersed. As shown in FIG. 6, the lowermost timber 13 installed on the foundation concrete 2, the timbers 14, 15 and 16 installed thereon, and the lowermost timber at the lower part of the wooden wall 4 and above it Are fixed to the outer surface and the inner surface across the two-stage square members 21 and 21. The fixation is small hole 3
5 using a nail that is driven sideways, a screw nail that is screwed sideways, or a bolt that is inserted sideways and secured with a nut. The same figure shows the one using the screw nail 36.
【0030】なお、上記の変形例として、平板状の金属
板34だけでなく、角部においては角部用のもの、すな
わち、図示は省略するが金属板34と同じ幅で長手方向
の途中で直角に屈曲した角部用金属板を用いてもよい。
同じ形状の角部用金属板は角部の外面と内面とのいずれ
にも使用できる。In the above-described modification, not only the flat metal plate 34 but also a corner portion is used for the corner portion, that is, the same width as the metal plate 34 but not shown in the middle of the longitudinal direction. A metal plate for a corner bent at a right angle may be used.
The corner metal plate having the same shape can be used for both the outer surface and the inner surface of the corner.
【0031】このような構成の木造家屋1は、前述した
ように、第1及び第2の実施の形態の土台3、又は3
a、木造壁4が構築し易いものであるから、家屋全体も
それだけ構築し易い。すなわち、土台3、又は3a、及
び木造壁4は、角材と接着材と釘で、若しくはこれに金
属板を加えたものを使用して、角材の積み重ね、接着剤
の塗布、釘の打ちつけ、角材の切断程度の作業によって
簡単に構築できる。また、角材の建築現場での移動も容
易であり、クレーン等の大きい機械を必ずしも必要とし
ない。従って、実施の形態のように床、屋根等にも同じ
角材を使用する構成を採用すれば、より安価に建築で
き、また高度の技術を持たない者にも建築可能となる。As described above, the wooden house 1 having the above-described structure is the same as the base 3 or 3 of the first and second embodiments.
a) Since the wooden wall 4 is easy to construct, the entire house is also easy to construct. That is, the base 3, or 3a, and the wooden wall 4 are formed by stacking squares, applying an adhesive, nailing, and using squares, an adhesive, and nails or a metal plate added thereto. It can be easily constructed by the work of cutting degree. In addition, the movement of the timber at the construction site is easy, and a large machine such as a crane is not necessarily required. Therefore, by adopting a configuration in which the same square material is used for the floor, the roof, and the like as in the embodiment, it is possible to construct at lower cost and to construct even those who do not have advanced technology.
【0032】また、第1、第2の実施の形態の土台3、
又は3aは、土台の修復が容易である。すなわち、土台
が腐朽により損傷して修理の必要が生じた際に、土台
3、又は3aを簡単に取り外して新しいものと交換する
ことができる。土台3の場合は、のみや、釘切断工具を
用いて角材の長さ単位で取り外し、取り外した後にでき
る空間を利用して、新しい角材を設置する。まず、最下
段の角材13をアンカーボルトが挿通された状態に配置
して座金及びナット18で固定し、次に角材14、1
5、16を順次接着剤を塗布しながら積み重ねると共に
角材の両側面から斜め下方に釘を打ち込めばよい。この
釘の打ち込みは元の状態とは異なるが、角材の固定結合
作用は略同じである。なお、土台の最上段の角材16の
設置は圧入気味となるが、設置は可能である。土台3の
設置が終わると、木造壁4の下端部の角材21の側面か
ら同様に釘を斜めに打ち込むことによる壁・土台結合手
段によって壁4と土台3とを結合する。Further, the base 3 of the first and second embodiments ,
Or 3a is easy to repair the base. That is, when the base is damaged by decay and needs to be repaired, the base 3 or 3a can be easily removed and replaced with a new one. In the case of the base 3, it is removed by a length unit using a chisel or a nail cutting tool, and a new square member is installed using a space created after the removal. First, the lowermost square bar 13 is arranged with the anchor bolts inserted and fixed with washers and nuts 18.
5 and 16 may be stacked in sequence while applying an adhesive, and a nail may be driven obliquely downward from both sides of the square bar. Although the nail driving is different from the original state, the fixing and connecting action of the square members are substantially the same. In addition, although the installation of the uppermost square timber 16 of the base tends to be press-fitted, the installation is possible. When the installation of the base 3 is completed, the wall 4 and the base 3 are joined by the wall / base joining means by similarly driving a nail obliquely from the side surface of the timber 21 at the lower end of the wooden wall 4.
【0033】土台3aの場合は、ねじ釘36を取り外し
て金属板34を外すと、角材15、16を簡単に除去で
きる。その後の空間を使用して角材14も簡単に除去で
きるから、これを除去した後で座金及びナットを取り外
し、大きくなった空間を利用して角材13を除去すれば
よい。これと略逆の手順で新しい角材を設置して土台の
修復を終わり、最後に金属板34をとりつけると、木造
壁4と土台3aが結合されて土台の単位長さの修復が終
わる。なお、土台の際上段の角材16の設置は圧入気味
となるが、設置は可能である。In the case of the base 3a, if the screw 36 is removed and the metal plate 34 is removed, the square members 15, 16 can be easily removed. Since the square bar 14 can be easily removed by using the subsequent space, the washer and the nut may be removed after the removal, and the square bar 13 may be removed using the enlarged space. The repair of the base is completed by installing a new timber in a procedure substantially opposite to that described above, and when the metal plate 34 is finally attached, the wooden wall 4 and the base 3a are joined to complete the repair of the unit length of the base. In addition, although the installation of the upper square timber 16 tends to be press-fitted at the time of the base, the installation is possible.
【0034】従って、土台3、3aの修復は、いずれも
非常に簡単である。しかも、この修復は、土台の長さ単
位で部分的に行うことができ、腐朽が進んでいない部分
まで修復する必要はない。また、土台修復の際に家屋全
体を持ち上げる必要がなく、これにより修復作業が極め
て簡単になり、ジャッキの設置や家財道具を持ち出すと
いった付帯作業も行わなくてよくなる。Accordingly, the repair of the bases 3, 3a is very simple. In addition, the restoration can be partially performed in units of the length of the base, and it is not necessary to repair the portion where decay has not progressed. In addition, it is not necessary to lift the entire house when restoring the foundation, which greatly simplifies the restoration work, and eliminates the need for ancillary work such as installing jacks and removing household goods.
【0035】第1、第2の実施の形態の木造壁4は、同
じであるが、簡単に容易に構築できるだけでなく、角部
のように外壁と外壁、或いは外壁と内壁の出会う部分の
連続部分の構造が木組み状態であるから、強度が大き
く、床や屋根を支える強度の高い構造壁として優れたも
のである。また、出入り口32や窓口33などの壁面の
開口の縦縁32a、32bを形成している角材21の切
断端を別部材で特別に保持する必要がなく、簡素であ
り、強固である。この出入り口32や窓口33には直接
戸枠や窓枠を設置することができる。Although the wooden walls 4 of the first and second embodiments are the same, they can be easily and easily constructed, and the continuation of the portion where the outer wall meets the outer wall or the outer wall meets the inner wall like a corner. Since the structure of the part is a wooden structure, the strength is high, and it is excellent as a high-strength structural wall that supports floors and roofs. Further, the cut ends of the square members 21 forming the vertical edges 32a and 32b of the openings of the wall surfaces such as the entrance 32 and the window 33 do not need to be specially held by another member, and are simple and strong. A door frame or a window frame can be directly installed at the entrance 32 or the window 33.
【0036】前記実施の形態において、土台3、3a
は、角材を4段に積み重ねた構成を示したが、座金及び
ナットの位置する凹所を最下段の角材に座ぐり状に設け
る構成とした場合には、角材を積み重ねる段数を減らす
ことが可能であり、更に上側に重ねる角材を最下段の角
材と同じ厚さにすると、2段の角材で構成することがで
きる。In the above embodiment, the bases 3, 3a
Has shown a configuration in which the timbers are stacked in four stages, but if the recesses in which the washers and nuts are located are provided in the lowermost timbers in a counterbore shape, the number of stages in which the timbers are stacked can be reduced. In addition, if the square bars to be further stacked on the upper side have the same thickness as that of the lowermost square bars, it can be constituted by two stages of square bars.
【0037】[0037]
【発明の効果】請求項1に記載の発明は、木造建築の寿
命延長に重要な土台の損傷の修復が容易であり、特に部
分的な修復が容易であり、従って、木造建築の寿命延長
が容易となる効果を奏し、また、積木式に似た木造壁を
有する木造建築であるが、壁の水平方向長さに相当する
長さよりも短い角材を用いて建築できるから、しかも出
入り口や窓口等の壁面の開口部の形成が、開口縁となる
角材端部を保持する手段を特別に設けなくてもよいか
ら、更に間伐材の使用が可能であるから、建築しやす
く、そして安価に提供できる効果を奏する。請求項2に
記載の発明は、土台交換作業を、簡単、迅速に行うこと
ができる効果を奏する。請求項3に記載の発明は、新築
が容易である効果を奏する。請求項4に記載の発明は、
強度的に優れた木造壁を、特に壁の角部等の角度をなし
た連続部を強固に形成でき、そして高度の技術を習得し
た者でなくても容易に建築できる効果を奏し、また出入
口や窓口等の壁面の開口部を形成し易く、また間伐材を
使用できて安価に製作できる、木造壁を備えた木造建築
を提供できる効果を奏する。請求項5に記載の発明は、
木造壁が、構築しやすく、一体化された強固なものであ
るから、崩壊しにくく、耐震性がよい木造住宅を安価に
提供できる効果を奏する。Effects of the Invention According to one aspect of the present invention, repair of a critical foundation longevity wood masonry buildings is easy, it is easy particularly partial restoration, therefore, longevity of wooden buildings It is a wooden building with a wooden wall similar to a building block type, but it can be constructed using square materials shorter than the length of the wall in the horizontal direction. It is not necessary to provide special means for holding the edge of the timber, which is the edge of the opening, so that thinning material can be used, so it is easy to build and provided at low cost. The effect that can be performed. The invention described in claim 2 has an effect that the base replacement operation can be performed easily and quickly. The invention described in claim 3 has an effect that new construction is easy. The invention described in claim 4 is
It has the effect that it can form a strong wooden wall, especially the continuous part at an angle such as the corner of the wall, and can be easily constructed even by those who have not acquired advanced technology. It is possible to provide a wooden building having a wooden wall, which can easily form an opening of a wall surface such as a window or a window, and can be manufactured at a low cost by using thinned wood. The invention according to claim 5 is
Since the wooden wall is easy to construct and integrated and strong, it has an effect of being able to provide a wooden house which is hard to collapse and has good earthquake resistance at low cost.
【図1】本発明の実施の形態を示し、(a)は第1の実
施の形態の概略正面図、(b)は第2の実施の形態の概
略側面図である。1 shows an embodiment of the present invention, wherein (a) is a schematic front view of the first embodiment, and (b) is a schematic side view of the second embodiment.
【図2】本発明の第1、第2の実施の形態の基礎コンク
リートの平面図である。FIG. 2 is a plan view of a foundation concrete according to the first and second embodiments of the present invention.
【図3】図1(a)のA−A断面図である。FIG. 3 is a sectional view taken along line AA of FIG.
【図4】木造壁の角部(連続部)の下部を拡大して示
し、(a)は概略正面図、(b)は(a)のB−B断面
図、(c)は(a)のC−C断面図である。FIG. 4 is an enlarged view showing a lower portion of a corner (continuous portion) of a wooden wall, where (a) is a schematic front view, (b) is a BB cross-sectional view of (a), and (c) is (a). It is CC sectional drawing of.
【図5】木造壁の下部の外壁と内壁の連続部を拡大して
示し(a)は概略正面図、(b)は(a)のD−D断面
図、(c)は(a)のE−E断面図である。5A and 5B are enlarged front views of a continuous portion of an outer wall and an inner wall of a lower portion of a wooden wall, FIG. 5A is a schematic front view, FIG. 5B is a cross-sectional view taken along line D-D of FIG. It is EE sectional drawing.
【図6】第1、第2の実施の形態における木造壁と、他
の部分との連結構造を示し、(a)は大根太部分の概略
縦断正面図、(b)は梁状部分の概略縦断正面図、
(c)は他の梁状部分の構成を示す概略縦断正面図であ
る。6A and 6B show a connection structure between a wooden wall and other parts according to the first and second embodiments, wherein FIG. 6A is a schematic vertical sectional front view of a large joist, and FIG. Longitudinal front view,
(C) is a schematic longitudinal sectional front view showing the configuration of another beam-shaped portion.
【図7】図1(b)のF−F断面図である。FIG. 7 is a sectional view taken along line FF of FIG. 1 (b).
1 木造家屋 2 基礎コンクリート 3、3a 土台 4 木造家屋 5 屋根 6、6a 壁・土台結合手段 10 外壁 11 内壁 12 アンカーボルト 13、14、15、16 角材 17 挿通孔 18 座金及びナット 19 凹所 20 釘 21 角材 22 第1の壁 23 第2の壁 24、27、28、31 側面 25、26、29、30 端面 32 出入り口 33 窓口 34 金属板 35 小孔 36 ねじ釘 DESCRIPTION OF SYMBOLS 1 Wooden house 2 Basic concrete 3, 3a base 4 Wooden house 5 Roof 6, 6a Wall / base connecting means 10 Outer wall 11 Inner wall 12 Anchor bolt 13, 14, 15, 16 Square material 17 Insertion hole 18 Washer and nut 19 Nail 20 Nail DESCRIPTION OF SYMBOLS 21 Square timber 22 1st wall 23 2nd wall 24, 27, 28, 31 Side surface 25, 26, 29, 30 End surface 32 Doorway 33 Window 34 Metal plate 35 Small hole 36 Screw nail
───────────────────────────────────────────────────── フロントページの続き (73)特許権者 502240205 松本 大伸 兵庫県明石市大久保町大窪697−10 (72)発明者 松本 定夫 兵庫県明石市魚住町錦が丘3丁目1−23 (56)参考文献 特開 平11−152814(JP,A) 特開 平3−51450(JP,A) 特開 平8−284281(JP,A) 実開 平2−60104(JP,U) 実開 昭49−135215(JP,U) 実開 昭53−132722(JP,U) 実開 昭55−116135(JP,U) 実開 昭63−134004(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04B 2/02 ──────────────────────────────────────────────────続 き Continuing on the front page (73) Patent holder 502240205 Daishin Matsumoto 697-10 Okubo, Okubo-cho, Akashi-shi, Hyogo Document JP-A-11-152814 (JP, A) JP-A-3-51450 (JP, A) JP-A-8-284281 (JP, A) JP-A-2-60104 (JP, U) JP-A-49 135215 (JP, U) Fully open 1979-132722 (JP, U) Fully open 1979-116135 (JP, U) Fully open 1988-134004 (JP, U) (58) Fields surveyed (Int. Cl. 7 , DB name) E04B 2/02
Claims (5)
水平に順次積み重ね且つ上下で互いに固定結合して形成
された木造壁を有する木造建築において、前記木造壁の
下部と基礎コンクリートとの間に設けられる土台が、角
材を比較的短い長さに分断し、同じ長さのものを複数段
に重ね、最下段の角材をアンカーボルトで固定した構成
であり、前記土台を構成している複数段の角材が、壁・
土台結合手段によって前記木造壁の下端部の角材と結合
され且つ必要に応じ木造壁を残して土台の角材長さ単位
で土台を除去可能であることを特徴とする木造建築。1. A wooden building having a wooden wall formed by horizontally stacking wooden timbers having a predetermined square cross section and fixedly connecting them to each other up and down, in a wooden building, between a lower part of the wooden wall and a foundation concrete. The base to be provided has a configuration in which the timber is divided into relatively short lengths, the timber having the same length is stacked in a plurality of stages, and the bottom timber is fixed with anchor bolts, and the plurality of stages forming the base Of the wall,
A wooden building, wherein the base is connected to the timber at the lower end of the wooden wall by a base connecting means, and the base can be removed in units of the timber of the base, leaving the wooden wall as necessary.
記壁・土台結合手段が、前記土台と前記木造壁の下端部
との双方に跨がって金属板を取付けた構成であることを
特徴とする木造建築。2. The wooden building according to claim 1 , wherein said wall / base connecting means has a structure in which a metal plate is attached across both the base and a lower end portion of said wooden wall. Characteristic wooden building.
記壁・土台結合手段が、前記土台を構成している角材
間、及び前記土台の少なくとも最上段の角材と前記木造
壁の最下段の角材との間を、固定結合している接着剤及
び角材の側面から斜めに打ち込む釘であることを特徴と
する木造建築。3. The wooden building according to claim 1 , wherein the wall / base connecting means is provided between the timbers constituting the base, and at least a top timber of the base and a bottom of the timber wall. A wooden building, characterized in that it is an adhesive that is fixedly connected to a square member and a nail that is driven obliquely from the side of the square member .
載の木造建築において、前記木造壁の第1の壁とこの第
1の壁の端部又は途中に角度をなして連なる第2の壁と
で構成される連続部が、同じ高さ位置で第1の壁の角材
の端面と第2の壁の角材の側面とが当接し、その上に重
ねられる次段では第1の壁の角材の側面と第2の壁の角
材の端面とが当接する構成を、高さ方向に繰り返して形
成されていることを特徴とする木造建築。4. The method according to claim 1, 2 or 3,
In the wooden building described above, a continuous portion composed of a first wall of the wooden wall and a second wall that is formed at an end or at an intermediate portion of the first wall at the same height position is formed at the same height position. The end face of the timber of the first wall and the side face of the timber of the second wall are in contact with each other, and in the next stage superposed thereon, the side face of the timber of the first wall is in contact with the end face of the timber of the second wall. A wooden building characterized by being repeatedly formed in the height direction.
求項4に記載の木造建築において、前記木造壁の角材の
固定結合が、前記角材間を接着剤で接着し、上下の位置
関係にある前記角材の双方に跨って釘を打ち込んだ構成
であることを特徴とする木造建築。5. The method according to claim 1, 2, 3, or 4,
5. The wooden building according to claim 4 , wherein the fixed connection of the timbers of the wooden wall is such that the timbers are adhered to each other with an adhesive and nails are struck over both of the timbers in a vertical positional relationship. A wooden building characterized by that.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000014272A JP3341015B2 (en) | 2000-01-24 | 2000-01-24 | Wooden building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000014272A JP3341015B2 (en) | 2000-01-24 | 2000-01-24 | Wooden building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001207566A JP2001207566A (en) | 2001-08-03 |
| JP3341015B2 true JP3341015B2 (en) | 2002-11-05 |
Family
ID=18541753
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000014272A Expired - Fee Related JP3341015B2 (en) | 2000-01-24 | 2000-01-24 | Wooden building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3341015B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6161844B1 (en) * | 2016-02-25 | 2017-07-12 | 株式会社アールシーコア | Log wall reinforcement structure |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5340007Y2 (en) * | 1973-03-20 | 1978-09-28 | ||
| JPS5516004Y2 (en) * | 1977-03-28 | 1980-04-14 | ||
| JPS55116135U (en) * | 1979-02-13 | 1980-08-16 | ||
| JPS63134004U (en) * | 1987-02-23 | 1988-09-01 | ||
| JPH0260104U (en) * | 1988-10-27 | 1990-05-02 | ||
| JPH0351450A (en) * | 1989-07-17 | 1991-03-05 | Ueda Kensetsu:Kk | Building made of wooden blocks |
| JPH08284281A (en) * | 1995-04-19 | 1996-10-29 | Kazuji Nishiyama | Wood frame wall for building |
| JPH11152814A (en) * | 1997-11-18 | 1999-06-08 | Kenjiro Ogata | Adhesive overlapped wall |
-
2000
- 2000-01-24 JP JP2000014272A patent/JP3341015B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2001207566A (en) | 2001-08-03 |
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