JPH10252147A - Joint metal fittings for building - Google Patents

Joint metal fittings for building

Info

Publication number
JPH10252147A
JPH10252147A JP7647597A JP7647597A JPH10252147A JP H10252147 A JPH10252147 A JP H10252147A JP 7647597 A JP7647597 A JP 7647597A JP 7647597 A JP7647597 A JP 7647597A JP H10252147 A JPH10252147 A JP H10252147A
Authority
JP
Japan
Prior art keywords
base
holding piece
piece
groundsill
holding
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.)
Withdrawn
Application number
JP7647597A
Other languages
Japanese (ja)
Inventor
Nobuo Saito
信夫 斎藤
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.)
NICHIEI JUTAKU KENSETSU KK
Original Assignee
NICHIEI JUTAKU KENSETSU KK
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 NICHIEI JUTAKU KENSETSU KK filed Critical NICHIEI JUTAKU KENSETSU KK
Priority to JP7647597A priority Critical patent/JPH10252147A/en
Publication of JPH10252147A publication Critical patent/JPH10252147A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To perform construction work easier by forming together, in one united body, both a holding piece for a groundsill for holding the side surface and bottom surface at the floor joist side of the groundsill and a joist holding piece for holding the side surface and bottom surface of the floor joist by lowering the top of a floor joist from the groundsill by a predetermined height. SOLUTION: A joint metal fittings 1 is formed from a holding piece 10 for ground sill for holding a groundsill 3 installed on a footing and a holding piece 20 for holding a floor joist 4 perpendicular to the groundsill 3. Next, a bottom surface 12 of a groundsill holding piece 10 of the joint metal fittings 1 is arranged on the footing, and the groundsill 3 is placed on the bottom surface piece 12, insertion bolts are penetrated through the groundsill 3 and the top ends are fixed. Next, the floor joist 4 is held inside the joist holding piece 20 by intersecting with the groundsill 4, the floor joist 4 is fixed by driving screw spikes into attaching holes in the side surface 21, and the floor joist 4 is lowered from the groundsill 3. Therefor, the top of Tatami mat floor in a room can be made almost flush with the finish surface of a wooden floor.

Description

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

【０００１】[0001]

【発明の属する技術分野】本発明は、作業者の熟練度に
左右されることなく建物の強度及び精度が十分であり、
作業が容易でありながら、しかも建築コストの高騰を招
来することなく、畳の間と板間とを略面一にできる建築
物用の接合金具に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention provides a building having sufficient strength and accuracy without being affected by the skill level of workers.
The present invention relates to a joining metal fitting for a building, which can be made easy to work and does not cause a rise in construction cost without substantially increasing the space between tatami mats and between boards.

【０００２】[0002]

【従来の技術】一般的な住居用の木造建築物において
は、床をフローリング仕上げした板間である洋室、廊下
等が設けてある一方、床を畳敷きにした畳の間も設けて
ある。また、このような木造建築物の床構造としては、
基礎上の土台に大引きを直角方向に張り渡し、この土台
と大引きとは略面一になっているのが一般的である。従
って、このように土台と大引きが略面一の場合に大引き
の上に床張りを行うと、板間と畳の間とでは、畳の厚み
分だけ段差ができ、畳の間の方が高くなる。従来、この
ような段差は一般的であり、特に問題とされなかった
が、近年高齢化社会を迎えるとともにバリヤーフリーの
要請が強まり、畳の厚さ分の段差を少なくしたい、又は
段差を全くなくしたいといった要望が高まっている。2. Description of the Related Art In a typical wooden building for a residence, a Western room, a corridor, etc., which are floor-finished wooden floors, are provided, and a tatami room, in which floors are tatami mats, is also provided. In addition, as a floor structure of such a wooden building,
It is common that the pulling is stretched at right angles to the foundation on the foundation, and the base and the pulling are substantially flush. Therefore, when flooring is carried out on the base plate when the base and the base plate are almost flush in this way, there is a step between the boards and the tatami mats by the thickness of the tatami mats. Will be higher. In the past, such steps were common and were not particularly problematic, but with the aging of society in recent years, barrier-free demands have increased, and we want to reduce the steps for the thickness of the tatami mats, or eliminate steps at all. There is a growing demand to do so.

【０００３】[0003]

【発明が解決しようとする課題】このような要望を満た
す方法としては、板間の床を畳の厚さ分だけ上げるとい
う方法と、畳の間の床を畳の厚さ分だけ下げるといった
方法とがある。しかし、上述した板間の床を上げる方法
では、畳の厚さ分に相当する厚みの床を付設しなければ
ならないが、このような分厚い床を建物全体の板間にわ
たって付設するとすると、分厚い床の材料コスト、また
その床の付設作業コストの増大を招き、建築コストの著
しい高騰を招来する。また、板間の床を上げた場合に
は、床から天井までの高さが低くなり、建物全体に影響
がでるといった問題がある。As a method for satisfying such a demand, there are a method of raising the floor between the boards by the thickness of the tatami and a method of lowering the floor between the tatami by the thickness of the tatami. There is. However, in the above-described method of raising the floor between the boards, it is necessary to provide a floor having a thickness corresponding to the thickness of the tatami mat. This leads to an increase in the cost of materials and the work for attaching the floor, and a remarkable increase in construction costs. In addition, when the floor between the boards is raised, there is a problem that the height from the floor to the ceiling is reduced, which affects the entire building.

【０００４】また、畳の間の床を下げる方法では、大引
きのほぞを挿入する土台のほぞ穴を刻み加工により下げ
て大引きを畳の厚さ分だけ段落ちさせているが、土台と
大引きとの接合が困難であり、作業者の熟練度にも左右
されることもあり、さらに、耐震性能の劣化の虞れもあ
るといった問題もある。[0004] In the method of lowering the floor between tatami mats, the mortise of the base into which the large tenon is inserted is cut down to cut the large mortise by the thickness of the tatami. There is a problem that it is difficult to join with the pulling, it may be affected by the skill of the worker, and there is a possibility that the seismic performance may be deteriorated.

【０００５】本発明の目的は、上述した事情に鑑みたも
のであり、作業者の熟練度に左右されることなく建物の
強度及び精度が十分であり、作業が容易でありながら、
しかも建築コストの高騰を招来することなく、畳の間と
板間とを略面一にできる建築物用の接合金具を提供する
ことにある。An object of the present invention is to solve the above-mentioned problems, and the strength and accuracy of a building are not affected by the skill of a worker, and the work is easy.
In addition, it is an object of the present invention to provide a metal fitting for a building in which the space between tatami mats and the space between boards can be made substantially flush without causing a rise in construction cost.

【０００６】[0006]

【課題を解決するための手段】上記の目的を達成するた
め、本発明の請求項１は、基礎上の土台に、大引きを略
直角方向に接合するための建築物用の接合金具であっ
て、上記土台の大引き側の側面および底面を包持する土
台用包持片と、上記土台に対して大引きを所定高さ段落
ちさせながら上記大引きの両側面および底面を包持する
大引き用包持片と、を一体的に成形して具備することを
特徴としている。In order to achieve the above-mentioned object, a first aspect of the present invention is a joint for a building for joining a large scale to a foundation on a foundation in a substantially right angle direction. And a base holding piece for enclosing the side and bottom surfaces of the base on the large-scale side, and holding both sides and the bottom surface of the base with the large-scale step down to the base at a predetermined height. And a large holding piece.

【０００７】このように、土台用包持片により土台を包
持すると同時に、大引き用包持片により土台に対して大
引きを段落ちさせた状態にて大引きを包持している。そ
のため、例えば、畳の間の床を畳の厚さ分だけ段落ちさ
せることができ、畳の間と板間とを略面一にできる。し
かも、この際、例えば金型プレス成形による一体成形に
より土台用包持片と大引き用包持片とを形成しているた
め、作業者の熟練度に左右されることなく建物の強度及
び精度を十分にすることができ、作業が容易であり、さ
らに、複雑なほぞ穴加工又は板の間への分厚い床張り等
が不要であるため、建築コストを著しく低減できる。[0007] As described above, the base is held by the base holding piece, and at the same time, the large holding is held in a state in which the base is stepped down by the large holding piece. Therefore, for example, the floor between the tatami mats can be stepped down by the thickness of the tatami mats, and the tatami mats and the boards can be made substantially flush. In addition, at this time, since the base holding piece and the large holding piece are formed by integral molding by, for example, die press molding, the strength and accuracy of the building are not affected by the skill of the worker. And the work is easy, and since complicated mortise processing or thick flooring between the plates is not required, the construction cost can be significantly reduced.

【０００８】また、上記土台用包持片と、大引き用包持
片とが互いに略直角に接合されている。そして、上記土
台用包持片はＬ字状の形状で、それぞれ土台の側面を受
け入れる側面及び土台の底面を受け入れる底面とを形成
しており、上記土台用包持片側面の高さは、土台の高さ
より段落ちすべき寸法だけ低く、上記土台用包持片底面
の幅は、土台の幅と略同一寸法であり、上記土台用包持
片側面の大引き用包持片が接合する部分が、切欠きとな
っており、上記土台用包持片底面の大引き用包持片が接
合する部分が、部分的に又は全面的に切欠きとなってい
る。Further, the base holding piece and the engraving holding piece are joined to each other at a substantially right angle. The base holding piece has an L-shape, and forms a side face for receiving the side face of the base and a bottom face for receiving the bottom face of the base. The height of the side face of the base holding piece is The height of the base holding piece is approximately the same as the width of the base, and the portion of the side of the base holding piece to which the large holding piece is joined However, a portion of the bottom surface of the base holding piece, to which the large holding piece is joined, is partially or entirely cut out.

【０００９】更に、上記大引き用包持片はＵ字溝状の形
状で、それぞれ大引きの側面を受け入れる側面及び大引
きの底面を受け入れる底面とを形成しており、上記大引
き用包持片の側面の高さは、土台用包持片側面と同一の
高さであり、上記大引き用包持片の底面の幅は、大引き
の幅と略同一寸法であり、上記大引き用包持片と土台用
包持片が接合するに際し、大引き用包持片の土台側のＵ
溝状端面の中心垂線と土台用包持片の側面の中心垂線と
が略一致するように接合されているものである。尚、大
引き及び土台に上記建築物用の接合金具を取り付けるた
めに、取り付けよう金具を具備させている。Further, the large pulling holding piece has a U-shaped groove shape, and forms a side face for receiving the side face of the large pulling and a bottom face for receiving the bottom face of the large pulling, respectively. The height of the side of the piece is the same height as the side of the holding piece for the base, and the width of the bottom surface of the holding piece for the large pull is approximately the same size as the width of the large pull. When the holding piece and the base holding piece are joined, U on the base side of the pulling holding piece is used.
It is joined so that the center perpendicular of the groove-like end face and the center perpendicular of the side surface of the base holding piece substantially coincide with each other. In addition, in order to attach the joining metal fittings for the building to the base and the base, a fitting metal fitting is provided.

【００１０】本発明の接合金具は、例えば金型プレス成
形の場合、プレス成形を容易に且つ精度良く行うことが
できる。In the case of, for example, die press forming, the joining fitting of the present invention can perform press forming easily and accurately.

【００１１】[0011]

【発明の実施の形態】以下、本発明の実施の形態に係る
建築物用の接合金具を図面を参照しつつ説明する。図１
乃至図３に、本発明の第１実施形態に係る建築物用の接
合金具を示す。図１は、本発明の第１実施形態に係る建
築物用の接合金具の斜視図であり、図２は、図１に示す
建築物用の接合金具に土台および大引きを付設した斜視
図であり、図３は、図１に示す建築物用の接合金具に土
台および大引きを付設した側面図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view of a joint fitting for a building according to an embodiment of the present invention. FIG.
FIG. 3 to FIG. 3 show a fitting for a building according to the first embodiment of the present invention. FIG. 1 is a perspective view of a joint for a building according to the first embodiment of the present invention, and FIG. 2 is a perspective view of the joint for a building shown in FIG. FIG. 3 is a side view of the joint for building shown in FIG.

【００１２】図１乃至図３に示すように、本実施形態に
係る建築物用の接合金具１は、大略的には、基礎２（図
３）上に設置した土台３を包持する土台用包持片１０
と、土台３に直交した大引き４を包持する大引き用包持
片２０とからなり、鉄、特殊鋳物、又は合金等の板金
を、曲げ加工又は金型プレス加工により構成してある。As shown in FIG. 1 to FIG. 3, a joint 1 for a building according to the present embodiment is generally used for a base for holding a base 3 installed on a foundation 2 (FIG. 3). Holding piece 10
And an engraving piece 20 for enlarging the engraving 4 orthogonal to the base 3, and a sheet metal such as iron, special casting, or alloy is formed by bending or die pressing.

【００１３】土台用包持片１０は、土台３の側面に当接
する一対の側面片１１，１１を有しており、これら一対
の側面片１１，１１の下端から直角に折曲して土台３の
底面を受ける底面片１２が形成してある。側面片１１，
１１には、土台３に取付けるためのネジ釘を通挿する取
付穴１３，１３が形成してある。底面片１２には、土台
３を固定するための例えばネジ径１２ｍｍの２個のボル
ト１４，１４が立設してあり、図３に示すように固定す
るようになっている。底面片１２の中央部には、切欠き
１５が形成してある結果、その大引き側には、幅例えば
３０ｍｍの板金片１６が形成されている。The base holding piece 10 has a pair of side pieces 11, 11 abutting on the side faces of the base 3. The base holding piece 10 is bent at right angles from the lower ends of the pair of side pieces 11, 11. A bottom piece 12 is formed to receive the bottom surface. Side piece 11,
At 11, mounting holes 13, 13 through which screw nails for mounting to the base 3 are inserted are formed. On the bottom piece 12, two bolts 14 having a screw diameter of 12 mm, for example, for fixing the base 3 are erected, and are fixed as shown in FIG. As a result of the notch 15 being formed in the center of the bottom piece 12, a sheet metal piece 16 having a width of, for example, 30 mm is formed on the large side thereof.

【００１４】大引き用包持片２０は、大引き４の両側面
に当接する一対の側面片２１，２１を有しており、これ
ら側面片２１，２１は、土台用包持片１０の側面片１
１，１１に直角に折曲して連接してある。これら側面片
２１，２１の下端には、大引き４を受ける底面片２２が
直角に折曲して側面片２１，２１に連接してある。側面
片２１，２１には、大引き４に取付けるための通しボル
トを通挿する取付穴２３，２３が形成してある。底面片
２２は、土台用包持片１０の底面片１２より、所定の高
さ、例えば畳みの厚み分だけ段落ちして形成してある。
これにより、後述するように、畳の間の床を下げること
ができ、畳の間と板間とを略面一にできる。さらに、側
面片２１の下部および底面片２２の土台側には、土台用
包持片１０の板金片１６から切欠き２４が形成してあ
る。この切欠き２４により、基礎２にはみ出し部分があ
るような場合でも、接合金具１を設置することができ
る。The engraving holding piece 20 has a pair of side pieces 21, 21 abutting on both side faces of the engraving 4. Piece 1
It is bent at right angles to 1,11 and connected. At the lower ends of the side pieces 21 and 21, a bottom piece 22 receiving the large pull 4 is bent at a right angle and connected to the side pieces 21 and 21. Mounting holes 23, 23 are formed in the side pieces 21, 21 for inserting through bolts for mounting the large pull 4. The bottom piece 22 is formed to be lower than the bottom piece 12 of the base holding piece 10 by a predetermined height, for example, the thickness of the fold.
Thereby, as described later, the floor between the tatami mats can be lowered, and the tatami mats and the boards can be made substantially flush. Further, a notch 24 is formed in the lower part of the side piece 21 and on the base side of the bottom piece 22 from the sheet metal piece 16 of the base holding piece 10. Due to the notch 24, the joining fitting 1 can be installed even when the foundation 2 has a protruding portion.

【００１５】以上のように構成した接合金具１を設置す
る際には、基礎２の上に土台用包持片１０の底面片１２
を配置し、底面片１２の上に土台３を載置し、通しボル
ト１４を土台３内を貫通してその上端を固定する。ま
た、側面片１１の取付穴１３，１３にネジ釘を打ち込
む。なお、土台３の下側で基礎２の上端には、図３に示
すように、基礎ベース又は基礎パッキン２５を付設して
もよい。この基礎ベース又は基礎パッキン２５を用いな
い場合には、底面片１２及び通しボルト１４の厚さ分だ
け基礎２を下げておく必要がある。下げる基礎部分は、
底面片１２及び通しボルト１４の部分だけで基礎全体を
下げるものではない。When the joint 1 constructed as described above is installed, the bottom piece 12 of the base holding piece 10 is placed on the foundation 2.
And the base 3 is placed on the bottom piece 12, and the upper end thereof is fixed by passing the through bolt 14 through the base 3. Further, a screw nail is driven into the mounting holes 13 and 13 of the side piece 11. In addition, as shown in FIG. 3, a base base or a packing 25 may be attached to the upper end of the base 2 under the base 3. When the base base or the packing 25 is not used, it is necessary to lower the base 2 by the thickness of the bottom piece 12 and the through bolt 14. The basic part to lower is
The bottom part 12 and the through bolt 14 alone do not lower the entire foundation.

【００１６】次いで、大引き４を土台３に直交するよう
にして大引き用包持片２０内に包持させ、側面片２１の
取付穴２３，２３にネジ釘を打ち込み、大引き４を固定
する。このように、本実施形態では、土台用包持片１０
により土台３を包持し、大引き用包持片２０により大引
き４を土台３に直交して包持すると同時に、大引き４を
土台３に対して段落ちさせている。そのため、例えば、
畳の間の床を畳の厚さ分だけ段落ちさせることができ、
畳の間と板間とを略面一にできる。Next, the large pulling 4 is held in the large pulling holding piece 20 so as to be orthogonal to the base 3, and a nail is driven into the mounting holes 23, 23 of the side piece 21 to fix the large pulling 4. I do. Thus, in the present embodiment, the base holding piece 10
, The base 4 is held perpendicular to the base 3 by the holding pieces 20 for the base, and the base 4 is dropped on the base 3 at the same time. So, for example,
The floor between the tatami mats can be dropped down by the thickness of the tatami mats,
The space between the tatami mats and the space between the boards can be made substantially flush.

【００１７】しかも、本実施形態では、接合金具１を金
型プレス成形による一体成形により形成してあり、強度
も十分であり、作業者の作業としては、土台３と大引き
４とを接合金具１を用いて通しボルト１４等で接合する
だけでよいため、作業者の熟練度に左右されることなく
建物の強度及び精度を十分にすることができると共に、
作業が極めて容易である。Moreover, in the present embodiment, the joining fitting 1 is formed by integral molding by die press molding, and the strength is sufficient. Since it is only necessary to join with the through bolt 14 or the like using 1, the strength and accuracy of the building can be made sufficient without being affected by the skill of the worker,
Work is extremely easy.

【００１８】さらに、従来のように、複雑なほぞ穴加工
により畳の間を段落ちさせる場合、又は板の間への分厚
い床張り等により板間の床を上げる場合に比べて、建築
コストを著しく低減できる。さらに、本実施形態に係る
接合金具１は、在来工法、ツーバイフォー工法、又はパ
ネル工法等の木造建築の工法に拘わりなく採用すること
ができる。Furthermore, the construction cost is remarkably reduced as compared with the conventional case where the tatami floor is dropped by complicated mortise processing or the floor between the boards is raised by thick flooring between the boards. it can. Furthermore, the joining fitting 1 according to the present embodiment can be adopted irrespective of a wooden construction method such as a conventional method, a two-by-four method, or a panel method.

【００１９】次に、図４に、本発明の第１実施形態の変
形例に係る建築物用の接合金具の斜視図を示す。本変形
例では、図１乃至図３に示した接合金具の土台包持片１
０の底面の板金片１６を全面的に除去し全面的に切欠き
にした、相互に離間した２個の底面片１２ａ，１２ｂを
設けている。従って、本変形例では、上述した第１実施
形態の作用効果に加え、土台用包持片１０の２個の底面
片１２ａ，１２ｂを相互に離間しているため、例えば金
型プレス成形の場合、プレス成形を容易に且つ精度良く
行うことができる。Next, FIG. 4 shows a perspective view of a joint fitting for a building according to a modification of the first embodiment of the present invention. In this modified example, the base holding piece 1 of the joint fitting shown in FIGS.
There are provided two bottom pieces 12a and 12b separated from each other, in which the sheet metal piece 16 on the bottom face of the zero is completely removed and entirely cut away. Therefore, in this modified example, in addition to the operation and effect of the above-described first embodiment, the two bottom pieces 12a and 12b of the base holding piece 10 are separated from each other. Press molding can be performed easily and accurately.

【００２０】[0020]

【発明の効果】以上のように、金型プレス成形による一
体成形により土台用包持片と大引き用包持片とを形成し
ているため、例えば、畳の間の床を畳の厚さ分だけ段落
ちさせることができ、畳の間と板間とを略面一にできる
と共に、作業者の熟練度に左右されることなく建物の強
度及び精度を十分にすることができ、作業が容易であ
り、さらに、建築コストを著しく低減できる。また、例
えば金型プレス成形の場合、プレス成形を容易に且つ精
度良く行うことができる。As described above, since the base holding piece and the large-size holding piece are formed by integral molding by die press molding, for example, the floor between the tatami mats is made thicker than the tatami mats. It is possible to make the steps fall down by the amount, and the space between the tatami mats and the boards can be made almost flush, and the strength and accuracy of the building can be made sufficient without being affected by the skill of the workers, It is easy and the construction cost can be significantly reduced. Further, for example, in the case of die press molding, press molding can be easily and accurately performed.

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

【図１】本発明の第１実施形態に係る建築物用の接合金
具の斜視図である。FIG. 1 is a perspective view of a joint for a building according to a first embodiment of the present invention.

【図２】図１に示す建築物用の接合金具に土台および大
引きを付設した斜視図である。FIG. 2 is a perspective view in which a base and an enlargement are attached to the joint for building shown in FIG. 1;

【図３】図１に示す建築物用の接合金具に土台および大
引きを付設した側面図である。FIG. 3 is a side view of the joint for building shown in FIG.

【図４】本発明の第１実施形態の他の例に係る建築物用
の接合金具の斜視図である。FIG. 4 is a perspective view of a joint for a building according to another example of the first embodiment of the present invention.

【符号の説明】[Explanation of symbols]

１ 接合金具 ２ 基礎 ３ 土台 ４ 大引き ７ 大引き １０ 土台用包持片 １１ 側面片 １２ 底面片 １３ 取付孔 １４ ボルト １５ 切欠き １６ 板金片 ２０ 大引き用包持片 ２１ 側面片 ２２ 底面片 ２３ 取付孔 ２４ 切欠き ２５ 基礎パッキン REFERENCE SIGNS LIST 1 joining metal fitting 2 foundation 3 base 4 large pull 7 large pull 10 base holding piece 11 side piece 12 bottom piece 13 mounting hole 14 bolt 15 notch 16 sheet metal piece 20 large holding piece 21 side piece 22 bottom piece 23 Mounting hole 24 Notch 25 Basic packing

Claims (12)

【特許請求の範囲】[Claims] 【請求項１】基礎上の土台に、大引きを略直角方向に接
合するための建築物用の接合金具であって、 上記土台の大引き側の側面および底面を包持する土台用
包持片と、 上記土台に対して大引きを所定高さ段落ちさせながら上
記大引きの両側面および底面を包持する大引き用包持片
と、を一体的に成形して具備することを特徴とする建築
物用の接合金具。1. A joint for a building for joining a large-scale pull to a foundation on a foundation in a direction substantially perpendicular to the foundation, wherein the base has a large-scale side and a bottom. A piece, and a large holding piece for holding both sides and a bottom surface of the large pull while stepping down the large pull to a predetermined height with respect to the base. Metal fittings for buildings. 【請求項２】上記土台用包持片と、大引き用包持片とが
互いに略直角に接合されていることを特徴とする、請求
項１記載の建築物用の接合金具。2. The joint according to claim 1, wherein the base holding piece and the large holding piece are joined at substantially right angles to each other. 【請求項３】上記土台用包持片はＬ字状の形状で、それ
ぞれ土台の側面を受け入れる側面及び土台の底面を受け
入れる底面とを形成していることを特徴とする、請求項
１又は請求項２に記載の建築物用の接合金具。3. The base holding piece has an L-shape, and has a side surface for receiving a side surface of the base and a bottom surface for receiving a bottom surface of the base, respectively. Item 3. A metal fitting for a building according to Item 2. 【請求項４】上記土台用包持片側面の高さは、土台の高
さより段落ちすべき寸法だけ低くしたことを特徴とす
る、請求項１から請求項３のいずれかに記載の建築物用
の接合金具。4. The building according to claim 1, wherein the height of the side surface of the base holding piece is lower than the height of the base by a dimension to be stepped down. Metal fittings. 【請求項５】上記土台用包持片底面の幅は、土台の幅と
略同一寸法であることを特徴とする、請求項１から請求
項４のいずれかに記載の建築物用の接合金具。5. The metal fitting for a building according to claim 1, wherein the width of the bottom surface of the base holding piece is substantially the same as the width of the base. . 【請求項６】上記土台用包持片側面の大引き用包持片が
接合する部分が、切欠きとなっていることを特徴とす
る、請求項１から請求項５のいずれかに記載の建築物用
の接合金具。6. The method according to claim 1, wherein a portion of the side surface of the base holding piece to which the large holding piece is joined is a notch. Metal fittings for buildings. 【請求項７】上記土台用包持片底面の大引き用包持片が
接合する部分が、部分的に又は全面的に切欠きとなって
いることを特徴とする、請求項１から請求項６のいずれ
かに記載の建築物用の接合金具。7. A part of the bottom surface of the base holding piece to which the engraving holding piece is joined is partially or entirely cut out. 6. The fitting for a building according to any one of 6. 【請求項８】上記大引き用包持片はＵ字溝状の形状で、
それぞれ大引きの側面を受け入れる側面及び大引きの底
面を受け入れる底面とを形成していることを特徴とす
る、請求項１から請求項７のいずれかに記載の建築物用
の接合金具。8. The large enclosing piece has a U-shaped groove shape.
The joint fitting for a building according to any one of claims 1 to 7, wherein a side surface for receiving the side surface of the large-sized vehicle and a bottom surface for receiving the bottom surface of the large-sized vehicle are formed. 【請求項９】上記大引き用包持片の側面の高さは、土台
用包持片側面と同一の高さであることを特徴とする、請
求項１から請求項８のいずれかに記載の建築物用の接合
金具。9. The method according to claim 1, wherein the height of the side surface of the large holding piece is the same height as the side of the base holding piece. Metal fittings for buildings. 【請求項１０】上記大引き用包持片の底面の幅は、大引
きの幅と略同一寸法であることを特徴とする、請求項１
から請求項９のいずれかに記載の建築物用の接合金具。10. The method according to claim 1, wherein the width of the bottom surface of the large holding piece is substantially the same as the width of the large pulling piece.
A joint fitting for a building according to any one of claims 1 to 9. 【請求項１１】上記大引き用包持片と土台用包持片が接
合するに際し、大引き用包持片の土台側のＵ字溝状端面
の中心垂線と土台用包持片の側面の中心垂線とが略一致
するように接合されていることを特徴とする、請求項１
から請求項１０のいずれかに記載の建築物用の接合金
具。11. The joining of the large enclosing piece and the base enclosing piece, wherein the center perpendicular line of the U-shaped groove-shaped end surface of the large enclosing piece on the base side and the side surface of the base enclosing piece are provided. The joint is formed so that a center perpendicular line substantially coincides with the center perpendicular line.
A metal fitting for a building according to any one of claims 1 to 10. 【請求項１２】大引き及び土台に上記建築物用の接合金
具を取り付けるために、取り付け用金具を具備させたこ
とを特徴とする、請求項１記載の建築物用の接合金具。12. The connecting metal fitting for a building according to claim 1, further comprising a mounting metal fitting for mounting the connecting metal fitting for a building on a base and a base.
JP7647597A 1997-03-12 1997-03-12 Joint metal fittings for building Withdrawn JPH10252147A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7647597A JPH10252147A (en) 1997-03-12 1997-03-12 Joint metal fittings for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7647597A JPH10252147A (en) 1997-03-12 1997-03-12 Joint metal fittings for building

Publications (1)

Publication Number Publication Date
JPH10252147A true JPH10252147A (en) 1998-09-22

Family

ID=13606221

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7647597A Withdrawn JPH10252147A (en) 1997-03-12 1997-03-12 Joint metal fittings for building

Country Status (1)

Country Link
JP (1) JPH10252147A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007182735A (en) * 2006-01-10 2007-07-19 Grand Form:Kk Metal fitting and connector making use thereof
JP2020190182A (en) * 2019-05-17 2020-11-26 城東テクノ株式会社 Underfloor support member and spacer for height control of the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007182735A (en) * 2006-01-10 2007-07-19 Grand Form:Kk Metal fitting and connector making use thereof
JP2020190182A (en) * 2019-05-17 2020-11-26 城東テクノ株式会社 Underfloor support member and spacer for height control of the same

Similar Documents

Publication Publication Date Title
US5218803A (en) Method and means for reinforcing a steel stud wall
US20080047225A1 (en) Construction Configurations and Construction Methods of Steel Houses
JPH10311110A (en) Jointing structure for building
JPH10252147A (en) Joint metal fittings for building
JPH10252146A (en) Joint metal fittings for building
JPH01256644A (en) Fixture for floor panel
JP2003268886A (en) Floor structure
JPH017775Y2 (en)
JPH11181928A (en) Wooden shaft partition structure and execution method of wooden shaft partition
JPH08302817A (en) Framework fixing structure
JP2537341Y2 (en) Building ceiling joist fastening structure and joist receiving bracket
JP2587736B2 (en) Wooden prefabricated buildings
JPH061921Y2 (en) Reinforcing metal fittings for frame structures of wooden buildings
JPH0455125Y2 (en)
JP3339993B2 (en) Joining hardware for column base and base of wooden frame
JP3085642U (en) Architectural hardware
JPH0752246Y2 (en) Prefabricated sidewall structure
JP3875895B2 (en) Mounting structure for longitudinal frame members
JPH1113258A (en) Side floor joist receiving metallic material
JP2579104Y2 (en) Stud clasp
JP2003247275A (en) Framework structure for wooden building
JP3074657U (en) Brace fixing hardware and brace mounting structure
JP2878630B2 (en) Floor construction method
JP2002266456A (en) Structure of steel sill using channel steel
JP2552104Y2 (en) Floor structure of assembled houses

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20040601