JPH03295946A - Driving-out dowel metal fitting and wall substrate structure of framework wooden construction using thereof - Google Patents

Driving-out dowel metal fitting and wall substrate structure of framework wooden construction using thereof

Info

Publication number
JPH03295946A
JPH03295946A JP9817490A JP9817490A JPH03295946A JP H03295946 A JPH03295946 A JP H03295946A JP 9817490 A JP9817490 A JP 9817490A JP 9817490 A JP9817490 A JP 9817490A JP H03295946 A JPH03295946 A JP H03295946A
Authority
JP
Japan
Prior art keywords
dowel
protruding
wall base
base material
metal fitting
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.)
Granted
Application number
JP9817490A
Other languages
Japanese (ja)
Other versions
JP2789373B2 (en
Inventor
Keiji Sato
圭二 佐藤
Hiroaki Sato
佐藤 廣明
Hideaki Ito
秀明 伊藤
Yasuo Saito
斎藤 安雄
Yumi Saito
由美 斎藤
Noboru Naito
昇 内藤
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.)
Hayashi Kensetsu Kogyo KK
Original Assignee
Hayashi Kensetsu Kogyo 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 Hayashi Kensetsu Kogyo KK filed Critical Hayashi Kensetsu Kogyo KK
Priority to JP2098174A priority Critical patent/JP2789373B2/en
Publication of JPH03295946A publication Critical patent/JPH03295946A/en
Application granted granted Critical
Publication of JP2789373B2 publication Critical patent/JP2789373B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To facilitate installation work by fixing a framework member and a wall substrate member consisting of frame members by a driving-out dowel metal fitting having a flange part and an operation part between a screw part and a dowel part. CONSTITUTION:A driving-out dowel metal fitting 1 is formed by installing a flange part 13 and an operating part 14 such as a spanner fitting, etc. between a screw part 11 and a dowel part 12. A prepared hole 27 is formed on the frame bodies 21 and 22 of a wall substrate member 2 for installing a wall member, and the driving-out dowel metal fitting 1 is screwed. Then, the dowel part 12 is inserted into the dowel hole 31 of a framework member 3, and the operating part 14 is turned by a tool, etc., and the wall substrate member 2 and the framework member 3 are fixed. Accordingly, the installation work can be made simple.

Description

【発明の詳細な説明】 (発明の目的) この発明は、在来からの軸組木造建築に対応する壁下地
構造に関するものであり、在来からの構造である柱貫孔
、貫、間柱、筋違を現場処理して組み合わせていく構造
に代わる、一部数製部材化した壁下地構造を実現するた
めの新規な金具と、それを使用した新規な壁下地構造と
を提供しようとするものである。
[Detailed Description of the Invention] (Object of the Invention) The present invention relates to a wall foundation structure corresponding to a conventional frame-framed wooden building, and relates to a wall foundation structure that is compatible with a conventional frame-frame wooden building, and includes a column through-hole, a through-hole, a stud, This project aims to provide new metal fittings to realize a wall base structure made of several parts, and a new wall base structure using the metal fittings, instead of a structure in which braces are processed and assembled on-site. be.

(従来技術) ツーバイフォー等のブレファブ木造建築の隆盛に影響を
受けているとはいえ、まだまだ根強い人気を残す在来工
法による木造建築について、既に本願出願人は、その合
理化第の一つとして、平成1年特許願第216866号
発明を提案済みである。
(Prior art) Although influenced by the rise of two-by-four and other brefab wooden constructions, the applicant has already developed the Heisei era wooden construction method as one of the rationalization methods for wooden construction, which still remains very popular. We have already proposed the invention in Patent Application No. 216866.

それは、在来工法といえども、手作り的な価値を特に必
要としない造作部分については、できるだけ合理化して
しまうようにすることこそが、不足がちな職人に頼らな
ければならない近時の在来工法による木造建築の実質的
な良さを引き出す要因であるという認識に立つものであ
って、その合理化すべき造作部分として、柱と柱の間の
造作、即ち壁下地構造に着目して開発、完成させたもの
であり、その基本的な構成は、柱間内法寸法から左右ジ
ヨイント金具配置空間用の寸法を差し引いた長さの横材
を、貫形成間隔に相当する間隔をおいて上下に平行配置
した上、それら複数の横材が夫々両端を左右に突出させ
た骨格材となる如くして、その表裏両面に薄手のベニア
板あるいは間柱に相当する縦材の何れか一方、あるいは
双方を組み合わせて一体化することにより既製の壁下地
パネルと成し、柱間内法間で、その板厚中心線が柱心に
合致する如くして配置した該壁下地パネルの横材両端突
出部と、在来軸組木造建築の建方で組み上げた柱との間
を、組合わせ寸法調節自在構造としたジヨイント金具で
接続した上、それらを壁下地として適宜真壁仕上げ、あ
るいは大壁仕上げを成し得るようにした軸組木造建築の
壁下地構造とするものであった。
Even though it is a conventional construction method, it is important to rationalize as much as possible for the parts that do not particularly require handmade value. It is based on the recognition that this is a factor that brings out the substantial goodness of wooden buildings, and as a feature that should be rationalized, we focused on the features between the pillars, that is, the wall base structure, and developed and completed it. The basic structure is that horizontal members with a length equal to the internal dimension between the columns minus the dimension for the space for arranging the left and right joint fittings are arranged vertically in parallel at an interval corresponding to the through-forming interval. In addition, each of these horizontal members becomes a frame member with both ends protruding left and right, and either a thin plywood board or a vertical member corresponding to a stud, or a combination of both are used on both the front and back sides. By integrating it, it becomes a ready-made wall base panel, and the projecting portions at both ends of the cross member of the wall base panel are arranged between the columns so that the center line of the plate thickness coincides with the column center, and The pillars assembled in the construction of a wooden building with next axis are connected with joint fittings with a structure that can be combined and dimensionally adjusted, and these can be used as a wall base to create a true wall finish or a large wall finish as appropriate. It was intended to be the wall base structure of a frame-framed wooden building.

それに対し、この発明のものは、既に提案済みの上記発
明を更に合理化する過程で完成した軸組木造建築の壁下
地構造であって、特にその提案済みの発明におけるジヨ
イント金具部分について新たな技術的思想を取り入れて
実現し得たものであり、その構成は、以下において詳述
するとおりのものである。
On the other hand, the present invention is a wall base structure for a frame wooden building completed in the process of further rationalizing the above-mentioned invention that had already been proposed, and in particular, new technical aspects were introduced regarding the joint metal part in the proposed invention. It was realized by incorporating ideas, and its structure is as detailed below.

(発明の構成) 図面に示すこの発明を代表する幾つかの実施例からも明
確に把握されるように、この発明は、迫出しダボ金具と
、それを使用した軸組木造建築の壁下地構造とを包含す
るものであり、先ず、迫出しダボ金具の基本的な構成を
説明すると次のとおりとなる。
(Structure of the Invention) As clearly understood from several representative examples of the present invention shown in the drawings, the present invention relates to an extruded dowel metal fitting and a wall base structure of a frame wooden building using the same. First, the basic structure of the protruding dowel metal fitting will be explained as follows.

即ち、棒状材の一端側が、壁下地材2の左右あるいは上
下の相対する側面24.24あるいは25.25に対し
て進退自在に組み込み可能とする迫出し定着部11、同
他端側が、軸組材3あるいは4の内法面に形成されるダ
ボ穴もしくはダボ渭31あるいは41に嵌合し得るダボ
部12に形成され、該ダボ部12と前記迫出し操作部1
1との間に鍔部13を配する一方、適所にダボ部12を
相対的に進退させる迫出し操件部14を形成してなる迫
出しダボ金具1である。
That is, one end of the rod-shaped material is the protruding fixing part 11 that can be assembled into the left and right or upper and lower opposing sides 24.24 or 25.25 of the wall base material 2 so as to move forward and backward, and the other end is the frame assembly. It is formed in a dowel portion 12 that can fit into a dowel hole or dowel edge 31 or 41 formed on the inner slope of the material 3 or 4, and the dowel portion 12 and the pushing-out operation portion 1
This is a protruding dowel fitting 1 in which a collar part 13 is disposed between the dowel part 1 and the dowel part 1, and a protruding operating part 14 for relatively advancing and retracting the dowel part 12 is formed at an appropriate position.

金具1を形成する棒状材は、壁下地材2の左右あるいは
上下何れか一対の側面に組み込まれて十分一体化された
強度を発揮し得るijL′inな長さおよび太さを有す
るようにした鋼材等の金属材から形成されるものである
が、必要があれば強度あるプラスチックス材その他で形
成することもできる。
The rod-shaped material forming the metal fitting 1 has a length and thickness that can be incorporated into either the left or right or top and bottom sides of the wall base material 2 and exhibit sufficient integrated strength. Although it is made of a metal material such as steel, it can also be made of a strong plastic material or other material if necessary.

以下、この金具1の具体的な構造を、図面に示す幾つか
の代表的な実施例によって説示していくこととする。
Hereinafter, the specific structure of this metal fitting 1 will be explained using some representative examples shown in the drawings.

(実施例1) 先ず、第3図の使用態様を合わせて示す要部拡大断面図
に示された実施例から説明すると、この例による迫出し
ダボ金具1は、迫出し定着部11が、壁下地材22の左
右もしくは上下何れか一対の側面24’、24もしくは
25.25から直接波じ込み可能とする螺子構造に形成
され、該螺子構造の回動により金具1全体を壁下地材2
に対して進退させ、相対的にダボ部12が迫出される如
くした構造からなるものである。
(Example 1) First, an explanation will be given of an example shown in an enlarged cross-sectional view of the main part shown in FIG. 3, which also shows the mode of use. It is formed in a screw structure that allows direct penetration from either the left or right or top and bottom sides 24', 24, or 25.
It has a structure in which the dowel portion 12 is moved forward and backward relative to the dowel portion 12 so that the dowel portion 12 is relatively pushed out.

迫出し定着部11の螺子構造は、コーチスクリュウ状の
ものであり、壁下地材の側面24に予め形成した下穴2
6に強制的に捩じ込み、体化するものである。
The screw structure of the protruding fixing part 11 is a coach screw type, and the screw structure is formed in a pilot hole 2 formed in advance on the side surface 24 of the wall base material.
It is forcibly inserted into 6 and becomes a body.

迫出し操作部14は、上記迫出し定着部11の基端に連
ねて形成され、迫出し定着部11を回動させるための構
成、例えば、第4図aのようなギア14a断面に形成さ
れたもの、同図すの六角形(多角形)のもの、同図Cの
ような交叉孔14bを有するもの等となし、aのものに
あっては、ギア14a断面部分に専用の電動工具その他
工具を、またbのタイプにはスパナを、更にCのタイプ
にはドライバーその他細棒を夫々噛合あるいは嵌合させ
て正、逆転操作することにより、迫出し定着部11を壁
下地材2の側面24から進退させるようにし、その進退
に連れてダボ部12を相対的に迫り出し可能とするもの
である。
The protruding operation part 14 is formed in series with the proximal end of the protruding fixing part 11, and has a configuration for rotating the protruding fixing part 11, for example, is formed in the cross section of a gear 14a as shown in FIG. 4a. gears, hexagonal (polygonal) as shown in the same figure, gears with cross holes 14b as shown in figure C, etc. In the case of gear 14a, the cross section of the gear 14a is equipped with a special power tool or other gear. By engaging or fitting a tool, a wrench for type B, and a screwdriver or other thin rod for type C, and operating them in the forward and reverse directions, the protruding fixing part 11 is attached to the side surface of the wall base material 2. The dowel portion 12 can be moved forward and backward from 24, and the dowel portion 12 can be relatively pushed out as it moves forward and backward.

この例の迫出し操作部11は、その形成位置が螺合構造
基部(ダボ部12形成側)となっているが、第8図に示
すもののように、螺合構造先端側とすることも可能であ
り、壁下地材2が縦枠21,21、横枠22,22の枠
材だけでなるものや、片面だけに面板23が張り合わさ
れている構造のものに採用可能である。
In this example, the protruding operation part 11 is formed at the base of the threaded structure (on the side where the dowel part 12 is formed), but it can also be formed at the tip of the threaded structure as shown in FIG. This can be adopted in a structure in which the wall base material 2 consists only of vertical frames 21, 21 and horizontal frames 22, 22, or in a structure in which a face plate 23 is pasted on only one side.

なお、この迫出し操作部14の迫出し定着部11に連な
る端部と反対側端部、ダボ部12に連なる端部(第8図
に示す実施例では、迫出し定着部11の螺合構造基部)
は、鍔部13の位置決めをする為の段部に形成される。
Note that the end of the protruding operation part 14 opposite to the end continuous to the protruding fixing part 11, the end continuous to the dowel part 12 (in the embodiment shown in FIG. 8, the screw structure of the protruding fixing part 11) base)
is formed as a stepped portion for positioning the flange portion 13.

鍔部13は、この金具1の軸組部材3(あるいは4)へ
の支持強度を安定させるためのものであり、第3図図示
のもののような単なる座金状のものとする外、第5図a
のもののように、スパイク13a、13a、・・・・・
・を付設した構造のものとしたり、あるいは同図すのよ
うに、食い込み耳片13b、13b・・・・・・を形成
したものと成し、軸組部材3(あるいは4)への支持状
態がより安定したものとなるような構造のものとするこ
とができる。
The flange 13 is for stabilizing the supporting strength of the metal fitting 1 to the frame member 3 (or 4), and may be a mere washer-like member as shown in FIG. 3, or as shown in FIG. a
Like the one of spikes 13a, 13a,...
・Or, as shown in the figure, biting ears 13b, 13b, etc. are formed, and the state of support to the frame member 3 (or 4) is improved. It is possible to have a structure that makes it more stable.

以下の各実施例においても、該鍔部13の構造を適宜選
択的に採用可能であることは言うまでもない。
It goes without saying that the structure of the collar portion 13 can be selectively adopted as appropriate in each of the following embodiments.

(実施例2) 第6図要部拡大縦断面図に示された構造に代表されるこ
の発明の金具1は、その迫出し定着部11が、壁下地材
2の左右もしくは上下何れか一対の側面24もしくは2
5に埋め込み、固定される定着部分11aと、定着部分
11aより内側に形成されるボルト・ナット部分11b
とからなり、該ボルト・ナット部分11bのナツトに対
して鍔部13およびダボ部12が接続され、迫出し操作
部を兼用するナツトの進退により相対的にダボ部12が
迫り出す如くした構造からなるものである。
(Example 2) The metal fitting 1 of the present invention, represented by the structure shown in the enlarged vertical sectional view of the main part in FIG. side 24 or 2
5, and a bolt/nut portion 11b formed inside the fixing portion 11a.
The flange part 13 and the dowel part 12 are connected to the nut of the bolt/nut part 11b, and the dowel part 12 relatively protrudes as the nut, which also serves as a protrusion operation part, advances and retreats. It is what it is.

この構造の迫出し定着部11は、壁下地材2に予め穿設
したきつめの嵌合孔の中に、接着剤を塗布して強制的に
打ち込み、一体化されることとなる。
The protruding fixing part 11 having this structure is integrated by applying an adhesive and forcibly driving it into a tight fitting hole previously drilled in the wall base material 2.

なお、迫出し操作部を兼用するボルト・ナット部11b
のナツトは、所謂六角形の背通のナツトとする外、前記
第4図に示した構造の何れかを採用したものとすること
ができる。
Note that the bolt/nut part 11b also serves as the protruding operation part.
The nut may be a so-called hexagonal back-through nut, or may have any of the structures shown in FIG. 4 above.

(実施例3) 次の例の金具1は、第7図要部拡大縦断面図に示された
構造に代表されるものであり、迫出し定着部11が、壁
下地材2の左右もしくは上下何れか一対の側面24もし
くは25に組み込み、固定される雄螺子部分11cと、
雄螺子部分11cに螺合する雄螺子部分lidとからな
り、該雄螺子部分lidの螺合部基部側に迫出し操作部
14を一体化すると共に、鍔部13およびダボ部12が
接続され、雄螺子部分11dの進退により相対的にダボ
部12が迫り出す如くした迫出しホゾ金具1とするもの
である。
(Example 3) The metal fitting 1 in the following example has the structure shown in the enlarged vertical cross-sectional view of the main part in FIG. a male screw portion 11c that is incorporated into and fixed to either one of the pair of side surfaces 24 or 25;
It consists of a male screw part lid that is screwed into the male screw part 11c, and the protruding operation part 14 is integrated on the screwed part base side of the male screw part lid, and the collar part 13 and the dowel part 12 are connected, This is a protruding tenon metal fitting 1 in which the dowel portion 12 relatively protrudes as the male screw portion 11d moves forward and backward.

この例のものの迫出し定着部11の雄螺子部分11cは
、壁下地材2の側面24(もしくは25)に予め穿設さ
れたきつめの嵌合孔に対し、接着剤を塗布して打ち込み
、固定され、それ自体壁下地材2の一部のような状態と
なって取り外されることがなく、壁下地形成現場で雄螺
子部分lid側を組み合わせるようにすることができる
The male screw portion 11c of the protruding fixing portion 11 in this example is fixed by applying adhesive and driving it into a tight fitting hole previously drilled in the side surface 24 (or 25) of the wall base material 2. Therefore, it does not become a part of the wall base material 2 and is removed, and the male screw portion lid side can be assembled at the wall base formation site.

以上3例に示す実施例の構造に代表されるこの発明の迫
出しダボ金具1は、その他公知の各種迫出し構造、鍔部
13の構造等を採用したり、場合によっては、軸組部材
3もしくは4側にこの迫出しダボ金具1の迫出し定着部
11を定着するような使用の仕方をすることも可能であ
ることは言うまでもない。
The protruding dowel fitting 1 of the present invention, represented by the structures of the embodiments shown in the above three examples, may employ various other known protruding structures, the structure of the flange 13, etc. Alternatively, it goes without saying that it is also possible to fix the protruding fixing portion 11 of the protruding dowel metal fitting 1 on the 4 side.

なお、各実施例を示す図中で、3は柱、4は土台、梁等
の横架材、31.41はそれらに形成されたダボ穴もし
くはダボ溝を夫々示すものである。
In the drawings showing each embodiment, numeral 3 indicates a column, numeral 4 indicates a horizontal member such as a foundation or beam, and numerals 31 and 41 indicate a dowel hole or a dowel groove formed therein, respectively.

次に、このような構成からなる迫出しダボ金具1を使用
して形成する軸組木造建築の壁下地構造を説明すると、
以下のとおりとなる。
Next, the wall base structure of a framework wooden building formed using the protruding dowel metal fittings 1 having such a configuration will be explained.
The results are as follows.

(関連する他の発明) 図面第1図の一部を省略したものの立面図、第2図の要
部拡大水平断面図に示されている代表的なS造からも明
らかになるとおり、この発明の壁下地構造は、壁下地材
2の左右もしくは上下の何れかの相対する一対の側面2
4.24もしくは25.25の中の少なくとも何れか一
方の側面24もしくは25に対し、上記した構成の迫出
しダボ金具1,1.・・・・・・を進退自在に組み込ん
でなる壁下地基準部材を、壁下地を形成すべき部分にお
いて相対する軸組部材3.3もしくは4,4間の内法寸
法より小さい幅寸法に規制して多数形成し、これら既成
の壁下地基準部材を、その迫出しダボ金具1,1.・・
・・・・のダボ部12,12.・・・・・・が、相対す
る軸組部材3.3あるいは4.4内法面に形成された各
ダボ穴もしくはダボ溝31もしくは41に対応する如く
配した後、迫出しダボ金具1.1.・・・・・・を迫出
し調整することにより、各迫出しダボ金具1のダボ部1
2を、対応するダボ穴あるいはダボ溝31もしくは41
内に夫々迫り出し、嵌合させ、これら各迫出しダボ金具
1を橋架材として、在来軸組木造建築の建方で組み上げ
た軸組部材3.3もしくは4.4間に次々と既成の壁下
地基準部材を一体化し、それらを壁下地として適宜真壁
仕上げ、あるいは大壁仕上げを成し得るようにした軸組
木造建築の壁下地構造である。
(Other related inventions) As is clear from the partially omitted elevation view in Figure 1 and the typical S structure shown in the enlarged horizontal sectional view of the main part in Figure 2, this invention The wall base structure of the invention consists of a pair of opposing sides 2 on either the left or right side or the top and bottom of the wall base material 2.
4.24 or 25.25, the protruding dowel fittings 1, 1. The wall base reference member, which is made up of a wall base reference member that is movably incorporated in the wall base, is regulated to a width smaller than the internal dimension between opposing frame members 3.3 or 4 and 4 in the part where the wall base is to be formed. A large number of these pre-fabricated wall base reference members are formed with the protruding dowel fittings 1, 1.・・・
The dowel portions 12, 12. After placing the dowel holes or dowel grooves 31 or 41 formed on the inner slope of the opposing frame member 3.3 or 4.4, the protruding dowel fittings 1. 1. By adjusting the protrusion of ......, the dowel portion 1 of each protrusion dowel fitting 1
2 into the corresponding dowel hole or dowel groove 31 or 41
These protruding dowel metal fittings 1 are used as bridge construction materials, and the existing frame members 3.3 or 4.4 are assembled one after another in the manner of a conventional frame wooden building. This is a wall base structure for a framework wooden building in which wall base reference members are integrated and can be used as a wall base to finish a solid wall or a large wall as appropriate.

既成の壁下地基準部材の壁下地材2は、縦枠21.21
.・・・・・・と横枠22.22・・・・・・とを組み
合わせた骨組みだけから成る枠体とするか、図示した実
施例のように、それら枠体(あるいは更に、第12図に
示す例のような斜材24を組み込んでなる枠体)の両面
あるいは片面にベニア板等の面板23を張り合わせたパ
ネル状のものとする外、場合によっては、柱角三つ割あ
るいは四つ割程度の大きさの、所謂貧村のような部材を
採用することもできる。
The wall base material 2 of the existing wall base reference member is the vertical frame 21.21
.. . . . and horizontal frames 22, 22 . In addition to a panel-like structure in which a face plate 23 such as a plywood board is pasted on both or one side of a frame (frame body incorporating diagonal members 24 as shown in the example shown in FIG. It is also possible to use a so-called shanty village material that is about the same size as the original.

これら壁下地基準部材は、第1図の一部を省略した立面
図に示されているように、柱3,3を軸組部材とする場
合であれば横長配置とし、あるいは第12図の例のよう
に、土台や梁、桁等の横架材4.4を軸組部材とする場
合は、縦長配置とされ、この発明の迫出しダボ金具1゜
1、・・・・・・は、支持される軸組部材3.3もしく
は4.4側となる壁下地材2の側面24.24もしくは
25.25の中の少なくともどちらか一方の側面に紐み
込まれる。
These wall base reference members may be arranged horizontally if the pillars 3, 3 are used as frame members, as shown in the partially omitted elevation view of Fig. 1, or they may be arranged horizontally as shown in Fig. 12. As in the example, when horizontal members 4.4 such as foundations, beams, and girders are used as framework members, they are arranged vertically, and the protruding dowel fittings 1°1, . . . of this invention are , is tied to at least one of the side surfaces 24.24 and 25.25 of the wall base material 2, which is the supported frame member 3.3 or 4.4 side.

即ち、壁下地材2の一方の側面24もしくは25だけに
この発明の迫出しダボ金具1,1゜・・・・・・を組み
込むようにした壁下地基準部材とする場合であれば、残
る側面24もしくは25側には、第9図および第10図
各要部拡大縦断面図に示されているような、ダボ部52
が全く迫出すことがないm造で、単にダボ穴もしくはダ
ボ渭31もしくは41の深さに対応できるよう、鍔部5
3だけが移動可能とされた構造のダボ金具5.5.・・
・・・・が打ち込み、固定されることになる。
That is, in the case of a wall base reference member in which the protruding dowel fittings 1, 1°, etc. of the present invention are incorporated only on one side surface 24 or 25 of the wall base material 2, the remaining side surface On the 24 or 25 side, there is a dowel portion 52 as shown in the enlarged vertical cross-sectional views of the main parts in FIGS. 9 and 10.
The flange 5 is designed so that it does not protrude at all, and can simply accommodate the depth of the dowel hole or dowel arm 31 or 41.
Dowel fittings with a structure in which only 3 is movable 5.5.・・・
... will be driven in and fixed.

壁下地基準部材のサイズは、この壁下地材2の左右もし
くは上下の何れか一対の側面24゜24もしくは25.
25に、迫出しダボ金具1゜1、・・・・・・を組み合
わせ、その迫出し量を最も少なく調整したものの全体寸
法において、軸組部材3.3もしくは4.4間に納まる
よう計画されたサイズのものに形成されなければならず
、例えば、軸組部材が、第1図のように柱3,3とした
場合であれば、柱3断面寸法を柱間寸法から差し引いた
、所謂内法寸法よりやや小さい中寸法のものとするか、
あるいはそれにダボ穴もしくはダボ消31もしくは41
の穿設深さ1個分を加えた巾寸法以内のサイズものに形
成する。
The size of the wall base reference member is 24°24 or 25.
25 is combined with protruding dowel metal fittings 1゜1, . For example, if the framework member is made up of columns 3 and 3 as shown in Figure 1, the so-called internal size is calculated by subtracting the cross-sectional dimension of column 3 from the inter-column dimension. It should be of medium size, slightly smaller than the normal size, or
Or dowel hole or dowel eraser 31 or 41
The size is within the width dimension plus the depth of one hole.

なお、壁下地材2の中空部には、予め工場において断熱
材その他の絶縁材を充填、組み合わせたものとすること
も勿論可能である。
Note that it is of course possible to fill and combine the hollow portion of the wall base material 2 with a heat insulating material or other insulating material in advance at a factory.

(作用効果) 以上のような構成から成るこの発明の迫出しダボ金具1
は、壁下地材2の左右もしくは上下何れかの一対の側面
24.24もしくは25゜25の中の両側面あるいは何
れか一方の側面に組み込まれ、工場生産される等既成晶
化された壁下地基準部材として予め多数形成しておき、
在来工法で組み上げられた軸組木造建築の現場に搬入し
た後、壁下地を形成すべき位置の軸組部材3.3もしく
は4.4の内法面にドリル等で所定の如く穿設されたダ
ボ穴もしくはダボ消31.31.・・・・・・もしくは
41,41.・・・・・・に各壁下地基準部材の迫出し
ダボ金具1,1.・・・・・・を略対応させ、どちらか
の側面24もしくは25に組み込まれている迫出しダボ
金具1.1゜・・・・・・(但し、迫出しダボ金具1,
1.・・・・・・が片方の側面だけにしか組み込まれて
いない場合は、迫出しダボ金具1.1.・・・・・・で
はなく、他方の側面に組み込まれた、例えば第9図ある
いは第10図に示されたような構造のダボ金具5,5゜
・・・・・・)だけを先ず嵌合させてしまう。
(Operation and Effect) The protruding dowel fitting 1 of the present invention having the above-described configuration
is a pre-formed crystallized wall base material that is built into either the left or right or top and bottom sides 24.24 or 25°25 of the wall base material 2, and is manufactured in a factory. A large number of reference members are formed in advance,
After the framework wooden building constructed using conventional construction methods is delivered to the site, holes are drilled as specified on the inner slope of the framework member 3.3 or 4.4 at the location where the wall base is to be formed. Dowel holes or dowel erasers 31.31. ...or 41, 41. . . . Attach the protruding dowel fittings 1, 1 of each wall base reference member. The protruding dowel fittings 1.1゜ are built into either side 24 or 25, roughly corresponding to... (However, the protruding dowel fittings 1,
1. ...... is installed only on one side, the protruding dowel fittings 1.1. . . . Instead, first fit only the dowel fittings 5, 5° . I'll make it match.

その後、未だ嵌合させていない側の迫出しダボ金具1,
1.・・・・・・のどれか1本を、その迫出し操作部1
4の回動操作によってダボ部工2を迫り出してダボ穴も
しくはダボ消31もしくは41に嵌合して仮着状と成し
、その後順次残りの迫出しダボ金具1,1.・・・・・
・も、同様にしてそのダボ部12,12.・・・・・・
を嵌合させてしまう、但し、最終調整は残したままとす
る。
After that, the protruding dowel metal fitting 1 on the side that has not yet been fitted,
1. . . . Press any one of them into its protruding operation section 1.
4, the dowel part work 2 is pushed out and fitted into the dowel hole or dowel eraser 31 or 41 to form a temporary attachment, and then the remaining pushed out dowel fittings 1, 1.・・・・・・
Similarly, the dowel portions 12, 12 .・・・・・・
However, the final adjustment is left as is.

こうして必要な壁下地基準部材を全て軸組部材3.3も
しくは4.4間に嵌め込んだ後で、全体の姿勢や隙間の
出来具合等を考慮した最終調整を、夫々の迫出しダボ金
具1,1.・・・・・・の迫出し操作部14,14.・
・・・・・を操作して実施すれば、壁下地構造が完成す
る。
After fitting all the necessary wall base reference members between the frame members 3.3 or 4.4, make final adjustments taking into account the overall posture and the condition of the gaps, etc., using the respective protruding dowel fittings 1. ,1. . . . protruding operation parts 14, 14.・
By operating and implementing ..., the wall base structure will be completed.

この壁下地構造を利用して真壁仕上げとする場合であれ
ば、第2図要部拡大水平断面図に示されているように、
壁下地部材2の表面にラスポードその他適宜下地材6を
打着し、従前どおりチリ加工の施された柱3を定規とし
て塗り壁仕上げ7としたり、あるいは、同図、塗り壁側
と反対面に表示されているように、大壁仕上げとする場
合であれば、間柱に相当する縦材8を打着した後(但し
、この縦材8も、壁下地部材サイズに分割し、予め工場
生産段階で各壁下地部材2,2.・・・・・・毎にそれ
ら分割した縦材8を取着して壁下地基準部材とすること
も可能であり、その場合にはこれら縦材付き壁下地基準
部材を現場に搬入、組み立てな後直ぐ)、化粧パネルを
直接張り上げるが、適宜大壁仕上げとするための下地材
を取り付けてクロス張り等として仕上げることになる。
If you want to use this wall base structure to create a solid wall finish, as shown in the enlarged horizontal sectional view of the main part in Figure 2,
Apply Laspode or other suitable base material 6 to the surface of the wall base member 2, and finish the wall finish 7 using the dust-treated pillar 3 as a ruler, or, as shown in the same figure, apply the base material 6 to the surface opposite to the painted wall side. As shown, in the case of finishing a large wall, after attaching the vertical members 8 corresponding to the studs (however, the vertical members 8 are also divided into the size of the wall base material and prepared in advance at the factory production stage). It is also possible to attach the divided vertical members 8 to each wall base member 2, 2, etc. and use them as wall base reference members, in which case these wall base members with vertical members Immediately after the standard members are delivered to the site and assembled (immediately), the decorative panels are directly pasted up, but the base material to create a large wall finish is attached as needed and the finished work is done as a cross-thickness, etc.

このように、壁仕上げをしてしまった後に完全に内部に
隠れてしまう壁下地部分の造作を、特に熟練した技術を
要することなく、誰にでも迅速且つ確実に実現し得るよ
うにしたものであることから、在来工法による軸組木造
建築としての手作り的な良さに全く影響を与えない施工
の合理化が図れ、今後なお一層職人不足傾向が深刻化す
るであろうと予測される中で、極めて有益な効果を発揮
し得るといえる。
In this way, anyone can quickly and reliably create features on the wall base that are completely hidden inside the wall after it has been finished, without requiring particularly skilled techniques. Because of this, it is possible to streamline the construction without affecting the handmade quality of frame-framed wooden buildings using conventional construction methods, and as the shortage of craftsmen is predicted to become even more serious in the future, It can be said that it can have a beneficial effect.

特に、迫出しダボ金具1が、実施例1に示すもののよう
に、その迫出し定着部11を直接壁下地材2の側面に捩
じ込み式に組込り可能とするものにあっては、金具構造
が簡潔で安価に提供でき、また、実施例2あるいは3に
示すm造のものにあっては、前者に比較しやや構造が複
雑化する嫌いがないわけではないが、迫出し操作性に秀
れると共に、壁下地材2の側面構造強度に不安の残る場
合でも安心して使用できるという効果を発揮し得るもの
となる。
In particular, when the protruding dowel metal fitting 1 is such that the protruding fixing portion 11 can be directly screwed into the side surface of the wall base material 2, as shown in Embodiment 1, The structure of the metal fittings is simple and can be provided at low cost, and although the m-shaped structure shown in Embodiment 2 or 3 has a slightly more complicated structure than the former, it is easy to operate the protrusion. In addition to being excellent in this, the wall base material 2 can be used with peace of mind even when there are concerns about the side structural strength of the wall base material 2.

これら経済的で操作性の良い迫出しダボ金具1を使用し
て形成したこの発明の壁下地構造は、当然のことながら
極めて経済的に有利な構造になると共に、構造上の特徴
としては、壁下地基準部材が軸組部材3,3もしくは4
,4間に夫々独立して支持されることから、何かの都合
で取り外さなければならない事由が発生したときにも個
々独立して取り外しが可能になること、各軸組部材3も
しくは4への取り付きが安定し、建物に何かの起振力が
作用したとしても、金具部分でととり音を発生させてし
まわないこと、更には、各壁下地基準部材令てが、軸組
部材3゜3もしくは4,4間に突っ張り状に接続された
構造を実現していて軸層構造の変形削性上で有利に作用
し得ること等多くの利点を有するものとなる。
The wall base structure of the present invention formed using these economical and easy-to-operate protruding dowel fittings 1 is naturally extremely economically advantageous, and has structural features such as Base reference member is frame member 3, 3 or 4
, 4 are independently supported, so even if it is necessary to remove them for some reason, they can be removed individually. The installation is stable, and even if some vibrational force is applied to the building, the metal fittings will not make any noise. Furthermore, each wall base reference member must be set at 3° for the frame member. It has many advantages, such as realizing a structure in which the parts 3 or 4 are connected in a strut-like manner, and can work advantageously on the deformation and machinability of the shaft layer structure.

蒸上の如く、この発明の迫出しダボ金具と、それを使用
した軸組木造建築の壁下地構造は、我が国古来からの秀
れた建築様式である軸組木造建築の特徴に全く影響を及
ぼすことなく施工の合理化を可能とするものであり、従
前までのものに比較してもより経済性、操作性、構造上
等の点で有利なものとなっており、我が国の伝統的な軸
組木造建築を今後とも長らく踏襲していく上で欠くこと
のできない極めて有用な発明とすることができる。
As seen above, the protruding dowel metal fittings of this invention and the wall base structure of frame-framed wooden buildings using them have no effect on the characteristics of frame-framed wooden buildings, which has been an excellent architectural style since ancient times in Japan. It makes it possible to rationalize construction work without any problems, and is more advantageous in terms of economy, operability, structure, etc. compared to the previous ones, and it is better than Japan's traditional framework. This invention can be an extremely useful invention that will be indispensable for the continued use of wooden architecture for a long time.

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

図面は、この発明を代表する実施例に基づくものであり
、第1図は、壁下地構造の一部を省略した立面図、第2
図は、仕上げ面を含む一部省略した拡大水平断面図、第
3図は、この発明の金具の使用態様を含む要部拡大縦断
面図、第4図a、b、cは、夫々異なる実施例による金
具迫出し操作部の縦断面図、第5図a、bは、夫々異な
る実施例による鍔部の斜視図、第6〜8図は、夫々異な
る実施例によるものの前記第3図に相当する要部拡大縦
断面図、第9.10図は、夫々別異の実施例による付属
金具の前記第3図と同様にした要部拡大縦断面図、第1
1図は、壁下地構造の他の実施例を示す一部を省略した
立面図である。 1・・・迫出しダボ金具、11・・・同迫出し定着部、
12・・・同ダボ部、13・・・同鍔部、14・・・同
迫出し操作部、2・・・壁下地材、21・・・同縦枠、
22・・・同横枠、23・・・同面板、24.25・・
・側面、26・・・同斜材、3,4・・・軸組部材、5
・・・ダボ金具、6・・・ラスポード等の下地材、7・
・・真壁仕上げ層、8・・・縦材。
The drawings are based on representative embodiments of the present invention, and FIG. 1 is an elevational view with a part of the wall foundation structure omitted, and FIG.
The figure is an enlarged horizontal sectional view with a partially omitted view including the finished surface, FIG. 3 is an enlarged vertical sectional view of the main part including the usage mode of the metal fitting of the present invention, and FIGS. 4 a, b, and c are different embodiments. FIGS. 5a and 5b are perspective views of the flanges according to different embodiments, and FIGS. 6 to 8 correspond to FIG. 3 of the different embodiments. FIGS. 9 and 10 are enlarged longitudinal sectional views of essential parts similar to those in FIG.
FIG. 1 is a partially omitted elevational view showing another embodiment of the wall base structure. 1... protruding dowel metal fitting, 11... protruding fixing part,
12... The same dowel part, 13... The same collar part, 14... The same protruding operation part, 2... The wall base material, 21... The same vertical frame,
22... Same horizontal frame, 23... Same side board, 24.25...
・Side surface, 26... Same diagonal member, 3, 4... Frame member, 5
...Dowel fittings, 6. Base material for raspode, etc., 7.
... Makabe finishing layer, 8... Vertical material.

Claims (1)

【特許請求の範囲】 1 棒状材の一端側が、壁下地材の左右もしくは上下何
れか一対の側面に対して進退自在に組み込み可能とする
迫出し定着部、同他端側が、軸組材内法面に形成される
ダボ穴に嵌合し得るダボ部に形成され、該ダボ部と前記
迫出し操作部との間に鍔部を配する一方、適所にダボ部
を相対的に進退させる迫出し操作部を形成してなる迫出
しダボ金具。 2 迫出し定着部が、壁下地材左右もしくは上下何れか
一対の側面から直接捩じ込み可能とする螺子構造に形成
され、該螺子構造の回動により金具全体を壁下地材に対
して進退させ、相対的にダボ部が迫り出される如くした
特許請求の範囲第1項記載の迫出しホゾ金具。 3 迫出し定着部が、壁下地材左右もしくは上下何れか
一対の側面に埋め込み、固定される定着部分と、定着部
分より内側に形成されるボルト・ナット部分とからなり
、該ボルト・ナット部分のナットに鍔部およびダボ部が
接続され、迫出し操作部を兼用するナットの進退によっ
て相対的にダボ部が迫り出す如くした特許請求の範囲第
1項記載の迫出しホゾ金具。 4 迫出し定着部が、壁下地材左右もしくは上下何れか
一対の側面に組み込み、固定される雄螺子部分と、雄螺
子部分に螺合する雄螺子部分とからなり、該雄螺子部分
に迫出し操作部を一体化すると共に、鍔部およびダボ部
が接続され、雄螺子部分の進退により相対的にダボ部が
迫り出す如くした特許請求の範囲第1項記載の迫出しホ
ゾ金具。 5 壁下地材の左右もしくは上下の何れかの相対する一
対の側面の中の少なくとも何れか一方の側面に対し、特
許請求の範囲第1ないし4項記載の迫出しダボ金具を進
退自在に組み込んでなる壁下地基準部材を、壁下地を形
成すべき部分において相対する軸組部材間の内法寸法よ
り小さい幅寸法に規制して多数形成し、これら既成の壁
下地基準部材を、その迫出しダボ金具のダボ部が、相対
する軸組部材内法面に形成されたダボ穴あるいはダボ溝
に対応する如く配した後、迫出しダボ金具を迫出し調整
することにより、各迫出しダボ金具のダボ部を、対応す
るダボ穴あるいはダボ溝内に夫々迫り出し、嵌合させ、
これら各迫出しダボ金具を橋架材として、在来軸組木造
建築の建方で組み上げた軸組部材間に次々と既成の壁下
地基準部材を一体化し、それらを壁下地として適宜真壁
仕上げ、あるいは大壁仕上げを成し得るようにした軸組
木造建築の壁下地構造。
[Scope of Claims] 1. One end of the rod-shaped material is a protruding fixing part that can be built into the left and right or top and bottom sides of a wall base material so as to be able to move forward and backward; A dowel portion that can be fitted into a dowel hole formed in a surface, and a flange portion disposed between the dowel portion and the ejection operation portion, and an ejection that moves the dowel portion relatively back and forth in an appropriate position. A protruding dowel metal fitting that forms the operating part. 2 The protruding fixing part is formed in a screw structure that can be directly screwed into the wall base material from either the left or right side or the top and bottom of the wall base material, and the entire metal fitting is moved forward and backward from the wall base material by rotation of the screw structure. The protruding tenon metal fitting according to claim 1, wherein the dowel portion is relatively protruded. 3. The protruding fixing part consists of a fixing part that is embedded and fixed in either the left or right or top and bottom sides of the wall base material, and a bolt/nut part formed inside the fixing part, and the bolt/nut part is The protruding tenon metal fitting according to claim 1, wherein the flange portion and the dowel portion are connected to the nut, and the dowel portion relatively protrudes as the nut, which also serves as the protruding operation portion, moves forward and backward. 4 The protruding fixing part consists of a male screw part that is incorporated and fixed into either the left or right or top and bottom sides of the wall base material, and a male screw part that is screwed into the male screw part, and the protruding fixing part is The protruding tenon metal fitting according to claim 1, wherein the operating portion is integrated, the collar portion and the dowel portion are connected, and the dowel portion relatively protrudes as the male screw portion advances and retreats. 5. The protruding dowel metal fittings set forth in claims 1 to 4 are incorporated into at least one of a pair of opposing side surfaces, either left or right or top and bottom, of the wall base material so as to be able to move forward and backward. A large number of wall base reference members are formed in the portion where the wall base is to be formed, with the width dimension being smaller than the internal dimension between opposing frame members, and these existing wall base reference members are attached to the protruding dowels. After arranging the dowel portions of the metal fittings so that they correspond to the dowel holes or dowel grooves formed on the internal slopes of the opposing shaft members, the dowels of each protruding dowel fitting can be adjusted by adjusting the protrusion of the protruding dowel fittings. protrude and fit into the corresponding dowel holes or dowel grooves, respectively, and
Using these protruding dowel metal fittings as bridge construction materials, existing wall base reference members are successively integrated between the frame members assembled in the manner of conventional frame wooden buildings, and these are used as wall bases to finish the wall properly, or A wall base structure for frame-framed wooden buildings that allows for large walls to be finished.
JP2098174A 1990-04-12 1990-04-12 Underlay structure of framed wooden building and protruding dowel fitting used for it Expired - Lifetime JP2789373B2 (en)

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JP2098174A JP2789373B2 (en) 1990-04-12 1990-04-12 Underlay structure of framed wooden building and protruding dowel fitting used for it

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Application Number Priority Date Filing Date Title
JP2098174A JP2789373B2 (en) 1990-04-12 1990-04-12 Underlay structure of framed wooden building and protruding dowel fitting used for it

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JPH03295946A true JPH03295946A (en) 1991-12-26
JP2789373B2 JP2789373B2 (en) 1998-08-20

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0572955A1 (en) 1992-05-30 1993-12-08 HOME Co., Ltd. Connector, method for connecting structural members with connector and connection structure between structural members
US5466086A (en) * 1992-05-30 1995-11-14 Home Co., Ltd. Connector, method for connecting structural members with connector and connection structure between structural members
JP2007009586A (en) * 2005-07-01 2007-01-18 Misawa Homes Co Ltd Partition panel and installation method of partition wall using the same

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54158016A (en) * 1978-06-01 1979-12-13 Hiroe Ogura Method of joining laminar portion material and its joining structure
JPS6022602U (en) * 1983-07-20 1985-02-16 株式会社 ホ−エ− End joining device
JPS61187810U (en) * 1985-05-14 1986-11-22

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54158016A (en) * 1978-06-01 1979-12-13 Hiroe Ogura Method of joining laminar portion material and its joining structure
JPS6022602U (en) * 1983-07-20 1985-02-16 株式会社 ホ−エ− End joining device
JPS61187810U (en) * 1985-05-14 1986-11-22

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0572955A1 (en) 1992-05-30 1993-12-08 HOME Co., Ltd. Connector, method for connecting structural members with connector and connection structure between structural members
US5466086A (en) * 1992-05-30 1995-11-14 Home Co., Ltd. Connector, method for connecting structural members with connector and connection structure between structural members
JP2007009586A (en) * 2005-07-01 2007-01-18 Misawa Homes Co Ltd Partition panel and installation method of partition wall using the same
JP4568181B2 (en) * 2005-07-01 2010-10-27 ミサワホーム株式会社 How to install the partition wall

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