JPH08284281A - Wood frame wall for building - Google Patents

Wood frame wall for building

Info

Publication number
JPH08284281A
JPH08284281A JP7093797A JP9379795A JPH08284281A JP H08284281 A JPH08284281 A JP H08284281A JP 7093797 A JP7093797 A JP 7093797A JP 9379795 A JP9379795 A JP 9379795A JP H08284281 A JPH08284281 A JP H08284281A
Authority
JP
Japan
Prior art keywords
frame wall
wall body
wood frame
building
foundation block
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
JP7093797A
Other languages
Japanese (ja)
Inventor
Kazuji Nishiyama
一二 西山
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP7093797A priority Critical patent/JPH08284281A/en
Publication of JPH08284281A publication Critical patent/JPH08284281A/en
Pending legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE: To provide a wood frame wall for a building excellent in site workability a wood frame wall body of which displays excellent durability against a load from the vertical direction as well as the horizontal direction and can be set on a base by previously manufacturing it at a factory, etc., and bringing the completed one to a building site. CONSTITUTION: This is to set and fix on a foundation block 1 of a base for a building and is constituted into an L shaped or T shaped wood frame wall body (a) seen from a flat level by piling up square timbers 2 vertically in multiple stages by stacking one end parts or intermediate parts of them at an angle roughly orthogonal with each other and passing a locking bar 3 from above in the vertical direction on each of these piled up square timbers 2. At the time of setting this wood frame wall body (a) on the foundation block 1, an engagement part to engage with an anchor bolt projected from an upper surface of the foundation block 1 is provided on a lower part of the wood frame wall body (a), and the wood frame wall body (a) is set and fixed on the foundation block 1 by engaging the anchor bolt on this engagement part.

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、建築物用枠組壁に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a framework wall for buildings.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】近年、
住宅などの小規模の建築物の建造工法としては、施工が
容易な2×4工法と称される2×4インチの枠組壁パネ
ルを標準的に用い、この枠組壁パネルを土台の基礎ブロ
ック上に設置固定して壁面で建築物を支えるようにした
枠組壁工法が主流である。
2. Description of the Related Art In recent years,
As a construction method for small-scale buildings such as houses, a 2x4 inch frame wall panel called 2x4 method, which is easy to construct, is used as standard, and this frame wall panel is used on the foundation block of the foundation. The mainstream method is a framed wall construction method in which the building is installed and fixed to the wall to support the building.

【0003】一方、このような枠組壁工法に用いられる
枠組壁パネルの骨組は勿論、一般に建築物用に用いられ
る柱などの軸組には地震や風などによる荷重を受けた際
に、この軸組自体が変形することを防止するために筋違
と称される斜材が軸組の断面の対角線に沿って入れられ
ている。
On the other hand, not only the framework of the frame wall panel used in such a frame wall construction method, but also the frame such as a column which is generally used for a building when the frame is subjected to a load such as an earthquake or wind. In order to prevent the set itself from being deformed, diagonal members called braces are put along the diagonal line of the cross section of the shaft set.

【0004】しかしながらこの従来からある筋違は、軸
組に対して水平方向からの荷重には軸組の変形防止効果
を発揮するが、鉛直線方向からの荷重に対してはその変
形防止効果を良好に発揮しきれず軸組が変形してしまう
欠点があった。そのためこのような壁面で建築物を支え
る枠組壁工法では枠組壁パネルの耐久性が非常に重要で
あるが、この枠組壁パネルも鉛直線方向からの荷重に対
しては耐久性に劣るという問題があった。
However, this conventional bracing exerts an effect of preventing deformation of the shaft set against a load in the horizontal direction with respect to the shaft set, but has an effect of preventing deformation against a load from the vertical direction. There was a drawback that the frame could not be satisfactorily exhibited and the frame would be deformed. Therefore, the durability of the frame wall panel is very important in the frame wall construction method that supports the building with such a wall surface, but this frame wall panel also has the problem that it is inferior in durability against the load from the vertical direction. there were.

【0005】また、このような枠組壁パネルは、先ず現
場で組み立ててから土台上に設置する構造のため、設置
前のこの組み立て作業が非常に厄介で、現場での作業性
に劣るなどの問題もあった。
Further, since such a framed wall panel is constructed such that it is first assembled on site and then installed on the foundation, this assembly work before installation is very troublesome and the workability on site is poor. There was also.

【0006】本発明は、このような問題に着目し、枠組
壁体を構成する骨組材が水平方向のみならず鉛直方向か
らの荷重に対しても変形しにくく、従来にない極めて秀
れた耐久性を発揮し得、しかも枠組壁体を工場などで予
め製作しておいて完成した枠組壁体を現場に持ち込んで
土台上に設置できる現場作業性にも秀れた画期的な建築
物用枠組壁を提供するものである。
In the present invention, attention is paid to such a problem, and the frame member constituting the frame wall is not easily deformed not only in the horizontal direction but also in the vertical direction, so that it has an extremely excellent durability that has never been obtained. For epoch-making buildings that have excellent workability and that can be installed on the foundation by bringing the completed frame wall to the site by prefabricating the frame wall in a factory etc. It provides a framework wall.

【0007】[0007]

【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。
The gist of the present invention will be described with reference to the accompanying drawings.

【0008】建築物用土台の基礎ブロック1上に設置固
定するものであって、角材2の一端部若しくは中間部同
志を略直交する角度で重合して上下多段に積み上げ、こ
の積み上げた各角材2に上方から止着杆3を上下方向に
貫通せしめて平面より見てL字状若しくはT字状の枠組
壁体aに構成し、この枠組壁体aを基礎ブロック1上に
設置した際、基礎ブロック1上面より突出するアンカー
ボルト4に係合する係合部5を枠組壁体aの下部に設
け、この係合部5にアンカーボルト4を係合することに
より枠組壁体aを基礎ブロック1上に設置固定し得るよ
うに構成したことを特徴とする建築物用枠組壁に係るも
のである。
This is to be fixedly installed on the foundation block 1 of the building base, and one end or the middle part of the square timber 2 is piled up at a substantially orthogonal angle to be piled up in a multi-tiered manner. The fixing rod 3 is vertically penetrated from above to form an L-shaped or T-shaped frame wall a when viewed from a plane, and when the frame wall a is installed on the foundation block 1, An engaging portion 5 that engages with the anchor bolt 4 protruding from the upper surface of the block 1 is provided in the lower portion of the frame wall a, and the anchor bolt 4 is engaged with this engaging portion 5 to form the frame wall a. The present invention relates to a frame wall for a building, characterized in that it can be installed and fixed on top.

【0009】また、前記係合部5が螺子孔であって、前
記積み上げた各角材2に上側より貫通する止着杆3の下
端を、この係合部5に挿通して螺着することで枠組壁体
aを基礎ブロック1上に設置固定し得るように構成した
ことを特徴とする請求項1記載の建築物用枠組壁に係る
ものである。
Further, the engaging portion 5 is a screw hole, and the lower end of the fastening rod 3 penetrating the stacked square members 2 from above is inserted into the engaging portion 5 and screwed. The frame wall for a building according to claim 1, wherein the frame wall a is arranged and fixed on the basic block 1.

【0010】[0010]

【作用】予め工場などで製作しておいた平面より見てL
字状若しくはT字状の枠組壁体aを建築現場に持ち込み
基礎ブロック1上に設置された木土台9上の角部などに
設置し、基礎ブロック1上面より突出するアンカーボル
ト4を枠組壁体aの下部に設けた係合部5に係合して枠
組壁体aを基礎ブロック1上に設置固定する。
[Operation] Seen from the plane prepared in the factory beforehand, L
Bringing the letter-shaped or T-shaped framework wall a to the construction site and installing it at a corner or the like on the wooden base 9 installed on the foundation block 1, and anchor bolts 4 projecting from the upper surface of the foundation block 1 are connected to the framework wall. The frame wall a is installed and fixed on the basic block 1 by engaging with the engaging portion 5 provided at the lower part of a.

【0011】また、係合部5が螺子孔である場合は、積
み上げた各角材2に上側より貫通する止着杆3の下端
を、アンカーボルト4を係合した係合部5に上側から挿
通して螺着すると、枠組壁体aを基礎ブロック1上に設
置固定できる。
When the engaging portion 5 is a screw hole, the lower end of the fastening rod 3 which penetrates each of the stacked timbers 2 from above is inserted into the engaging portion 5 engaged with the anchor bolt 4 from above. Then, the frame wall a can be installed and fixed on the basic block 1 by screwing.

【0012】[0012]

【実施例】本実施例は、角材2の一端部同志を略直交す
る角度で重合して平面より見てL字状となるように上下
多段に積み上げ、この同方向に突出する上下の角材2間
の間隙に角材2'を配設して壁面を構成し、この積み上
げた各角材2・2'の長さ方向の中間部に上方から止着
杆3を貫通せしめて平面より見てL字状の枠組壁体aを
構成した場合であって、建築物用土台上の角部に設置し
得る枠組壁体aを図示したものである。
EXAMPLE In this example, one end portion of a square bar 2 was piled up at a substantially orthogonal angle and piled up in a vertical multi-stage so as to be L-shaped when viewed from a plane, and the upper and lower square blocks 2 protruding in the same direction. A square wall 2'is arranged in the space between them to form a wall surface, and the fastening rod 3 is penetrated from above at an intermediate portion in the length direction of each of the stacked square bars 2'and is L-shaped when viewed from a plane. It is a case where the frame-shaped wall body a having a shape is configured, and illustrates the frame-shaped wall body a that can be installed at a corner on the building base.

【0013】本実施例の角材2は、従来廃材として廃棄
処理されていた木材を用いて構成し、木材を十分に活用
することで自然保護に寄与し、また低コストの製品を提
供し得るようにしたものである。
The timber 2 of this embodiment is constructed by using wood that has been conventionally disposed of as waste material, and by fully utilizing the wood, it contributes to nature protection and can provide a low-cost product. It is the one.

【0014】この各角材2の他端部並びに角材2他端側
となる角材2'の端部を、図1に示すような蟻継ぎ形状
の継ぎ手10に形成し、この他端部の継ぎ手10に対応して
係合係止し得る枠組壁体aと合致する高さに形成した蟻
溝状枠状の係合金具8を、枠組壁体aの上方から各角材
2の継ぎ手10に係合係止して各角材2の他端部側を収束
せしめている。また、この係合金具8は、蟻溝状の係合
部の反対側を開放形成し、この開放部を基礎ブロック1
上に横設した木土台9上に立設固定した柱11の側部に被
嵌することで、この柱11と枠組壁体aとを連結できる構
成としている。止着杆3は、枠組壁体aの高さ寸法と略
合致する長さ寸法を有するボルトで構成し、この止着杆
3を最上段の角材2より鉛直線方向に向かって垂下貫通
させ、最上段の角材2上面に止着杆3のボルト頭部を係
止せしめている。また、この止着杆3のボルト頭部が係
止する最上段の角材2上面位置を凹設し、枠組壁体a上
に柱材などを設置固定する場合にこの止着杆3のボルト
頭部が邪魔にならないように構成している。
The other end of each timber 2 and the end of the timber 2'on the other end side of the timber 2 are formed into a dovetail joint 10 as shown in FIG. 1, and the other end joint 10 is formed. The engaging metal fitting 8 in the form of a dovetail groove, which is formed at a height corresponding to the frame wall a that can be engaged and locked corresponding to the above, is engaged with the joint 10 of each square bar 2 from above the frame wall a. The other ends of the square members 2 are locked and converged. Further, the engaging metal fitting 8 is formed so that the opposite side of the dovetail-shaped engaging portion is opened, and this opening portion is used as the basic block
The pillar 11 and the frame wall a can be connected to each other by fitting on the side portion of the pillar 11 which is erected and fixed on the wooden base 9 which is horizontally installed above. The fastening rod 3 is composed of a bolt having a length dimension that substantially matches the height dimension of the frame wall body a. The bolt head of the fastening rod 3 is locked to the upper surface of the uppermost square 2. In addition, when the upper surface of the square bar 2 on which the bolt head of the fastening rod 3 is locked is recessed, and the pillar material is installed and fixed on the frame wall a, the bolt head of the fastening rod 3 is fixed. The part is structured so as not to get in the way.

【0015】この枠組壁体aの下部に、基礎ブロック1
上に横設した木土台9を介して突出するアンカーボルト
4の先端ボルト杆を係合し得る係合部5を設け、この枠
組壁体aを基礎ブロック1上の木土台9上に設置した
際、この係合部5にアンカーボルト4の先端ボルト杆を
係合することにより枠組壁体aを基礎ブロック1上の木
土台9上に設置固定し得るように構成している。
At the bottom of this frame wall a, the basic block 1
An engaging portion 5 capable of engaging the tip bolt rod of the anchor bolt 4 protruding through the wooden base 9 provided above is provided, and the frame wall a is installed on the wooden base 9 on the base block 1. At this time, the end wall bolt rod of the anchor bolt 4 is engaged with the engaging portion 5 so that the frame wall a can be installed and fixed on the wooden base 9 on the base block 1.

【0016】ここで、係合部5について具体的に説明す
ると、本実施例では、前記止着杆3の垂下先端が位置す
る枠組壁体a最下段の角材2底部位置を上方へ凹設して
止着杆3の先端ボルト杆をこの凹設部より露出させ、こ
の止着杆3の先端ボルト杆にラッパ筒状のガイドキャッ
プ6を介してこの凹設部より露出した止着杆3の先端ボ
ルト杆よりも長尺となる長さ幅を有するものであって底
部に円盤状の鍔部が形成される六角筒状の止着ナット7
を螺着固定して、この止着ナット7の反対側のナット開
口部をアンカーボルト4の先端ボルト杆を螺着係合する
係合部5としている。
The engaging portion 5 will be described in detail. In the present embodiment, the bottom portion of the square bar 2 at the lowermost stage of the frame wall a where the hanging tip of the fastening rod 3 is located is recessed upward. Of the fastening rod 3 of the fastening rod 3 is exposed from the recessed portion, and the tip of the fastening rod 3 of the fastening rod 3 is exposed through the guide cap 6 having a trumpet tubular shape to the fastening rod 3 of the fastening rod 3. Hexagonal cylindrical fastening nut 7 having a length width longer than the tip bolt rod and having a disc-shaped collar portion formed at the bottom.
Is fixed by screwing, and the nut opening on the opposite side of the fixing nut 7 is used as an engaging portion 5 for screwing and engaging the tip bolt rod of the anchor bolt 4.

【0017】一方、基礎ブロック1上に横設した木土台
9上のアンカーボルト4周縁には枠組壁体aの底部より
突出する前記止着ナット7の底部を収納する凹設部が形
成され、この木土台9上に枠組壁体aを設置して止着ナ
ット7(係合部5)にアンカーボルト4を螺着係合する
と、木土台9の凹設部底面にこの止着ナット7の円盤状
の鍔部が当接して安定的に固定される構成としている。
On the other hand, at the periphery of the anchor bolt 4 on the wooden base 9 which is provided on the foundation block 1, a concave portion for accommodating the bottom portion of the fastening nut 7 projecting from the bottom portion of the frame wall a is formed. When the frame wall a is installed on this wooden base 9 and the anchor bolt 4 is screwed and engaged with the fastening nut 7 (engaging portion 5), the fastening nut 7 is attached to the bottom surface of the recessed portion of the wooden base 9. The disk-shaped brim portion abuts and is stably fixed.

【0018】即ち、この止着ナット7が、止着杆3に螺
着係合することで角材2を上下多段に積み上げて構成し
た枠組壁体aの形を強固に維持する役目と、係合部5と
なって木土台9上面より突出するアンカーボルト4に螺
着係合して枠組壁体aを木土台9上に設置固定する役目
とを兼ねる構成である。
That is, the lock nut 7 is screwed and engaged with the lock rod 3 to firmly maintain the shape of the frame wall body a formed by stacking the square members 2 in the upper and lower stages. The portion 5 serves as a portion to screw and engage with the anchor bolts 4 protruding from the upper surface of the wooden base 9 to set and fix the frame wall a on the wooden base 9.

【0019】尚、この止着ナット7の取り付け方法は、
先に止着杆3の先端ボルト杆に螺着係合しておき、枠組
壁体a設置の際にこの止着ナット7にアンカーボルト4
を螺着係合させる方法でも良いし、先にアンカーボルト
4に螺着係合しておき、枠組壁体a設置の際に止着ナッ
ト7に止着杆3を螺着係合させる方法でも良い。
Incidentally, the method of attaching the fixing nut 7 is as follows.
First, the tip of the fastening rod 3 is screwed and engaged, and when the frame wall a is installed, the fastening nut 7 is attached to the anchor bolt 4.
Alternatively, the anchor bolt 4 may be screwed into the anchor bolt 4, and the fastening rod 7 may be screwed into the fastening nut 7 when the frame wall a is installed. good.

【0020】従って、本実施例によれば、複数の角材2
の一端部同志を交互に略直交する角度で重合して上下多
段に積み上げて枠組壁体aを構成するから、この角材2
が重合する角部が柱の役目を果たすこととなり、しかも
この角材2の配設構造によって角材2に筋違を入れずと
も地震や風などによる水平方向からの荷重だけでなく鉛
直線方向からの荷重に対しても各角材2が変形しにくく
なり非常に耐久性に秀れた枠組壁となる。
Therefore, according to this embodiment, a plurality of square members 2
The frame members a are formed by alternately stacking one end of each other at substantially orthogonal angles and stacking them in upper and lower stages.
The overlapping corners will act as pillars, and the arrangement structure of this timber 2 will not only prevent the timber 2 from being horizontally loaded by the earthquake or wind, but also from the vertical direction. The square members 2 are less likely to be deformed by the load, and the frame wall has excellent durability.

【0021】尚、本実施例では枠組壁体aを平面より見
てL字状に構成して基礎ブロック1上の角部に設置し得
るように構成した場合を図示したが、枠組壁体aを一方
の角材2の一端部を他方の角材2の中間部に重合するよ
うにして平面より見てT字状に構成したり、角材2を長
さ方向を合致させて積み上げて平面より見てI字状に構
成することで様々な壁面部に対応し得るものであるま
た、図示していないが、二階建て住宅を建造する場合に
は、二階の壁面を構成する枠組壁体aに上記したボルト
による止着杆3を貫通せしめ、この二階の枠組壁体aの
止着杆3にガイドキャップ6を介して止着ナット7を螺
着係合し、この止着ナット7の下側のナット開口部に二
階床面を介してボルト頭部を有せず両端部が螺子杆とな
る一階用の止着杆3の一端を螺着固定して垂下せしめ、
この垂下する一階用の止着杆3の他端を一階の壁面を構
成する枠組壁体aに貫通せしめて土台より突出するアン
カーボルト4に螺着係合した止着ナット7の上側のナッ
ト開口部に螺着して一階と二階の枠組壁体aを土台上に
固定する。
In this embodiment, the frame wall a is formed in an L-shape when viewed from above and is configured so that it can be installed at a corner of the basic block 1. However, the frame wall a is not shown. Is formed in a T shape when seen from the plane by overlapping one end of one timber 2 with the middle portion of the other timber 2, or the timbers 2 are piled up with their length directions aligned and seen from the plane. Although it is possible to deal with various wall surfaces by forming it in an I shape, although not shown, in the case of building a two-story house, the frame wall a that constitutes the wall of the second floor is described above. A fastening rod 3 is made to penetrate by a bolt, and a fastening nut 7 is threadedly engaged with the fastening rod 3 of the frame wall a on the second floor via a guide cap 6, and the nut below the fastening nut 7 is engaged. Fastening rod 3 for the first floor, which does not have a bolt head through the floor on the second floor and has both ends with screw rods. One end was allowed to droop and screwing fixed,
The other end of the hanging fastening rod 3 for the first floor is penetrated through the frame wall a constituting the wall surface of the first floor, and the upper side of the fastening nut 7 screwed into the anchor bolt 4 protruding from the base is engaged. It is screwed into the nut opening to fix the frame walls a on the first and second floors on the base.

【0022】[0022]

【発明の効果】本発明は上述のように構成したから、規
格化して予め様々な寸法の枠組壁体を工場などで大量生
産しておくことができ、この枠組壁体を建築物の建造現
場へ持ち込んでそのまま建築物用土台の基礎ブロック上
の適所に設置固定することで簡易に壁面を施工できる極
めて現場作業性に秀れた建築物用枠組壁となる。
Since the present invention is configured as described above, it is possible to standardize and mass-produce framed wall bodies of various sizes in advance in a factory or the like. It is a frame wall for buildings that is extremely excellent in workability on site and can be easily installed by bringing it in to and installing and fixing it in place on the foundation block of the building base as it is.

【0023】また、上下多段に積み上げた各角材に上方
から止着杆を上下方向に貫通させて枠組壁体を構成する
から非常に頑丈で、更に角材の一端部若しくは中間部同
志を略直交する角度で上下多段に積み上げる配設構造に
より各角材に筋違を入れずとも角材自体が水平方向から
の荷重にも鉛直線方向からの荷重に対しても変形しにく
い上に、角材の重合部分がそのまま柱となり得るなど従
来にない非常に高い耐久性を有する土台上の角部に設置
するのに最適な極めて実用性、商品性に秀れた建築物用
枠組壁となる。
Further, since the frame members are constructed by vertically passing the fastening rods from above into each of the square members piled up in multiple stages, the frame members are very sturdy, and one end portion or the middle portion of the square members are substantially orthogonal to each other. Due to the stacked structure that stacks vertically at multiple angles, the squares themselves are not easily deformed by the load from the horizontal direction or the load from the vertical direction without making any striations on each square, and the overlapping parts of the squares It is a frame wall for buildings that has extremely high durability, which is unprecedented and can be used as it is.

【0024】また、係合部が螺子孔であって、積み上げ
た各角材に上側より貫通する止着杆の下端を、この係合
部に挿通して螺着することで枠組壁体を基礎ブロック上
に設置固定し得るように構成すれば、一層施工が容易と
なり、また、この係合部が枠組壁体の形成維持部品と、
この枠組壁体の基礎ブロック上への固定部品とを兼ねる
ため部品数が削減してコスト安となるなど秀れた建築物
用枠組壁となる。
Further, the engaging portion is a screw hole, and the lower end of the fastening rod penetrating the stacked square bars from the upper side is inserted into the engaging portion and screwed to the frame wall to form a base block. If it is configured so that it can be installed and fixed on the top, the construction becomes even easier, and this engagement part is a part for maintaining the formation of the frame wall,
Since this frame wall also serves as a fixed part on the foundation block, the number of parts is reduced and the cost is reduced, resulting in an excellent frame wall for buildings.

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

【図1】本実施例の使用状態を示す斜視図である。FIG. 1 is a perspective view showing a usage state of the present embodiment.

【図2】本実施例の固定構造を示す説明断面図である。FIG. 2 is an explanatory sectional view showing a fixing structure of the present embodiment.

【図3】本実施例の止着杆と係合部とアンカーボルトと
の関係を示す分解斜視図である。
FIG. 3 is an exploded perspective view showing a relationship between a fastening rod, an engaging portion, and an anchor bolt according to the present embodiment.

【符号の説明】[Explanation of symbols]

a 枠組壁体 1 基礎ブロック 2 角材 3 止着杆 4 アンカーボルト 5 係合部 a Frame wall 1 Base block 2 Square bar 3 Fastening rod 4 Anchor bolt 5 Engagement part

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04B 2/56 611 E04B 2/56 611C 622 622B 622L 632 632H 632D ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location E04B 2/56 611 E04B 2/56 611C 622 622B 622L 632 632H 632D

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建築物用土台の基礎ブロック上に設置固
定するものであって、角材の一端部若しくは中間部同志
を略直交する角度で重合して上下多段に積み上げ、この
積み上げた各角材に上方から止着杆を上下方向に貫通せ
しめて平面より見てL字状若しくはT字状の枠組壁体に
構成し、この枠組壁体を基礎ブロック上に設置した際、
基礎ブロック上面より突出するアンカーボルトに係合す
る係合部を枠組壁体の下部に設け、この係合部にアンカ
ーボルトを係合することにより枠組壁体を基礎ブロック
上に設置固定し得るように構成したことを特徴とする建
築物用枠組壁。
1. A structure for mounting and fixing on a foundation block of a building base, wherein one end or a middle part of a square timber is piled up at a substantially orthogonal angle to be piled up in a multi-tiered manner. When the fastening rod is vertically penetrated from above to form an L-shaped or T-shaped frame wall body when viewed from a plane and the frame wall body is installed on the foundation block,
An engaging portion that engages with an anchor bolt protruding from the upper surface of the base block is provided in the lower portion of the framework wall body, and by engaging the anchor bolt with this engaging portion, the framework wall body can be installed and fixed on the foundation block. A framed wall for buildings, which is characterized in that
【請求項2】 前記係合部が螺子孔であって、前記積み
上げた各角材に上側より貫通する止着杆の下端を、この
係合部に挿通して螺着することで枠組壁体を基礎ブロッ
ク上に設置固定し得るように構成したことを特徴とする
請求項1記載の建築物用枠組壁。
2. The frame wall is formed by screwing the lower end of a fastening rod that penetrates the stacked timbers from the upper side into the engaging portion by screwing the engaging portion is a screw hole. The frame wall for a building according to claim 1, wherein the frame wall is constructed so that it can be installed and fixed on a foundation block.
JP7093797A 1995-04-19 1995-04-19 Wood frame wall for building Pending JPH08284281A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7093797A JPH08284281A (en) 1995-04-19 1995-04-19 Wood frame wall for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7093797A JPH08284281A (en) 1995-04-19 1995-04-19 Wood frame wall for building

Publications (1)

Publication Number Publication Date
JPH08284281A true JPH08284281A (en) 1996-10-29

Family

ID=14092416

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7093797A Pending JPH08284281A (en) 1995-04-19 1995-04-19 Wood frame wall for building

Country Status (1)

Country Link
JP (1) JPH08284281A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001207566A (en) * 2000-01-24 2001-08-03 Sadao Matsumoto Wooden building
JP5920748B1 (en) * 2015-04-13 2016-05-18 仁 尾形 Wooden building structure
JP2023514904A (en) * 2019-10-08 2023-04-12 ウォーヴ,ベスローテム フェンノートシャップ メット ベペルクテ アーンスプラケリックヘイド Wall system for flat wall construction and construction kit applying it
CN117601135A (en) * 2024-01-23 2024-02-27 四川省铁路建设有限公司 Intelligent wall building robot posture adjustment method and system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001207566A (en) * 2000-01-24 2001-08-03 Sadao Matsumoto Wooden building
JP5920748B1 (en) * 2015-04-13 2016-05-18 仁 尾形 Wooden building structure
JP2023514904A (en) * 2019-10-08 2023-04-12 ウォーヴ,ベスローテム フェンノートシャップ メット ベペルクテ アーンスプラケリックヘイド Wall system for flat wall construction and construction kit applying it
CN117601135A (en) * 2024-01-23 2024-02-27 四川省铁路建设有限公司 Intelligent wall building robot posture adjustment method and system
CN117601135B (en) * 2024-01-23 2024-03-29 四川省铁路建设有限公司 Intelligent wall building robot posture adjustment method and system

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