JPH0841988A - Brace box - Google Patents

Brace box

Info

Publication number
JPH0841988A
JPH0841988A JP18255094A JP18255094A JPH0841988A JP H0841988 A JPH0841988 A JP H0841988A JP 18255094 A JP18255094 A JP 18255094A JP 18255094 A JP18255094 A JP 18255094A JP H0841988 A JPH0841988 A JP H0841988A
Authority
JP
Japan
Prior art keywords
plate portion
contact plate
horizontal
bent
abutting plate
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
JP18255094A
Other languages
Japanese (ja)
Inventor
Takashi Yoshida
孝志 吉田
Ryusuke Nojima
隆介 野島
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.)
Nojima Kakusei Seisakusho KK
Original Assignee
Nojima Kakusei Seisakusho 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 Nojima Kakusei Seisakusho KK filed Critical Nojima Kakusei Seisakusho KK
Priority to JP18255094A priority Critical patent/JPH0841988A/en
Publication of JPH0841988A publication Critical patent/JPH0841988A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To provide a brace box excellent in mass productivity without becoming high cost while being of such constitution as to be fabricated on the basis of a conventional plate bending method and that remarkably improved in bearing strength (fastening-fixing strength) compared to a conventional example. CONSTITUTION:A horizontal member contact plate part 4B and a column member contact plate part 4C are integrally provided in the bent-connected state, and superposed plates 4D are integrally provided in the bent-connected state at the inner edge parts of the horizontal member contact plate part 4B and column member contact plate part 4C. At the time of bending the connection part 8 of the horizontal member contact plate part 4B and column member contact plate part 4C almost at a right angle to form the horizontal member contact plate part 4B and column member contact plate part 4C, the respective superposed plates 4D are superposed on each other to from a brace contact plate part 4A in the superposed state.

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、筋かいを横架材と,横
架材に立設した柱材とに同時に接合する接合金具であっ
て、少なくとも横架材側と柱材側とに立設辺を有する箱
状の筋かいボックスに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint fitting for simultaneously joining a bracing to a horizontal member and a column member standing on the horizontal member, at least on the horizontal member side and the pillar member side. The present invention relates to a box-shaped bracing box having an upright side.

【0002】[0002]

【従来の技術】図1に示すような状態で使用する従来の
筋かいボックスは、次のような構成である。
2. Description of the Related Art A conventional bracing box used in the state shown in FIG. 1 has the following structure.

【0003】図4に示すように、筋かい3に当接する筋
かい当接板部4Aの下側の横架材側縁部に横架材1上面
に当接する横架材当接板部4Bを折曲連設状態に設け、
筋かい当接板部4Aの横側の柱材側縁部に柱材2側面に
当接する柱材当接板部4Cを折曲連設状態に設けたもの
で、横架材当接板部4Bと柱材当接板部4Cに設けた係
止爪7を横架材1,柱材2に打ち込み係止し、横架材当
接板部4B,柱材当接板部4Cに設けた止着孔6より釘
や止ビスを打ち込んで筋かいボックス4を横架材1と柱
材2の角隅部に止着し、このボックス4の立設状態に固
定された筋かい当接板部4Aを筋かい3に当接し、筋か
い当接板部4Aに設けた止着孔5を選んでボルト11止め
したり釘を打ち込んだりして、筋かい3を所定角度の状
態に固定するものである。
As shown in FIG. 4, a horizontal bridge member abutting plate portion 4B which abuts the upper surface of the horizontal bridge member 1 at an edge portion of the horizontal bridge member lower side of the bracing plate member 4A which abuts the braces 3. Is installed in a bent state,
A column material contact plate portion 4C that abuts the side surface of the column material 2 is provided in a bent continuous state at the side edge portion of the column material on the lateral side of the bracing contact plate portion 4A. 4B and the locking claws 7 provided on the column member abutting plate portion 4C are driven and locked to the horizontal frame member 1 and the column member 2, and provided on the horizontal frame member abutting plate portion 4B and the column member abutting plate portion 4C. Brace contact plates fixed by fixing nails or screws through the fixing holes 6 to fix the bracing box 4 to the corners of the horizontal member 1 and the column member 2, and fixing the box 4 upright. The portion 4A is brought into contact with the braces 3, and the fastening holes 5 provided in the bracing plate portion 4A are selected to fix the braces 3 at a predetermined angle by fastening the bolts 11 and driving nails. It is a thing.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、従来の
筋かいボックスは、図5に示すように量産性を高め、コ
ストを抑えるため、板材を折曲加工して形成する構成と
しているが、従来では、単に筋かい当接板部4A部分と
なる方形状の底板の二辺に立ち起こし片を連設し、この
各辺の立ち起こし片を直角に折り曲げて立ち起こし、筋
かい当接板部4Aの二辺に夫々横架材当接板部4B,柱
材当接板部4Cを折曲形成している。
However, in the conventional bracing box, as shown in FIG. 5, the plate material is formed by bending in order to enhance the mass productivity and reduce the cost. , The bracing contact plate portion 4A is formed by connecting the standing pieces to the two sides of the square bottom plate, which are simply the bracing contact plate portion 4A, and bending the rising pieces on each side at right angles. A horizontal member abutting plate portion 4B and a column member abutting plate portion 4C are bent and formed on the two sides respectively.

【0005】そのため、横架材当接板部4Bと柱材当接
板部4Cとは単に立ち起こされたものに過ぎず、従って
横架材当接板部4Bと柱材当接板部4Cとは直接連設さ
れておらず、使用に際して横架材1に対して柱材2や筋
かい3が外側或いは内側へ傾くこうとする負荷がかかる
と、これに対向する強度が著しく弱く、この点で支承強
度(止着固定強度)が劣る欠点がある。
Therefore, the horizontal member abutting plate portion 4B and the pillar member abutting plate portion 4C are merely raised, and therefore the horizontal member abutting plate portion 4B and the pillar member abutting plate portion 4C. Are not directly connected to each other. When a load is applied to the column member 2 and the braces 3 with respect to the horizontal member 1 when used, the strength facing them is extremely weak. In this respect, the bearing strength (fastening / fixing strength) is inferior.

【0006】また、この強度を補うため、横架材当接板
部4Bと柱材当接板部4Cとの隣接部分を溶接して接合
することも考えられるが、これでは溶接工程が厄介なた
め、コストが著しく高くなり、量産性に劣ってしまう。
Further, in order to supplement this strength, it is conceivable to weld and join the adjacent portions of the horizontal member abutting plate portion 4B and the column member abutting plate portion 4C, but this makes the welding process troublesome. Therefore, the cost is significantly increased and the mass productivity is deteriorated.

【0007】本発明は、従来通り板材の折曲加工に基づ
き成形加工できる構成でありながら、飛躍的に支承強度
が高まる構造の実用性に秀れた筋かいボックスを提供す
ることを目的としている。
It is an object of the present invention to provide a bracing box which has a structure which can be formed by bending a plate material as in the past, but which is excellent in the practicality of the structure in which the bearing strength is remarkably increased. .

【0008】[0008]

【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.

【0009】横架材1と柱材2の角隅部から傾斜状態に
配する筋かい3に当接する筋かい当接板部4Aの所定ヶ
所に止着孔5を形成し、この筋かい当接板部4Aの下側
の横架材側縁部に横架材1上面に当接する横架材当接板
部4Bを折曲連設状態に設け、筋かい当接板部4Aの横
側の柱材側縁部に柱材2側面に当接する柱材当接板部4
Cを折曲連設状態に設け、横架材当接板部4B,柱材当
接板部4Cに止着孔6若しくは係止爪7を設けた筋かい
ボックスにおいて、横架材当接板部4Bと柱材当接板部
4Cとを折曲連設状態にして一体に設け、この横架材当
接板部4B並びに柱材当接板部4Cの内側縁部に折曲連
設状態にして一体に重合板4Dを設け、前記横架材当接
板部4Bと柱材当接板部4Cとの連結部8を略直角に折
曲形成して横架材当接板部4Bと柱材当接板部4Cとを
形成する際に夫々の重合板4D同志が重合して重合状態
の筋かい当接板部4Aが形成されるように構成したこと
を特徴とする筋かいボックスに係るものである。
A fastening hole 5 is formed at a predetermined position of a brace abutment plate portion 4A that abuts a brace 3 arranged in an inclined state from the corners of the cross member 1 and the column member 2. A horizontal bridge member abutting plate portion 4B that abuts the upper surface of the horizontal bridge member 1 is provided in a bent continuous state at the side edge portion of the lower horizontal plate member 4A of the contact plate portion 4A. Column material contact plate portion 4 that abuts the side surface of the column material 2 at the edge portion of the column material
In a bracing box in which C is provided in a bent continuous state, and the horizontal member abutting plate portion 4B and the column member abutting plate portion 4C are provided with the fastening holes 6 or the locking claws 7, The portion 4B and the pillar member contacting plate portion 4C are integrally provided in a bent and continuous state, and are bent and continuously connected to the inner edge portions of the horizontal bridge member contacting plate portion 4B and the pillar member contacting plate portion 4C. And the overlapping plate 4D is integrally provided, and the connecting portion 8 between the horizontal member abutting plate portion 4B and the column member abutting plate portion 4C is bent at a substantially right angle to form a horizontal member abutting plate portion 4B. A bracing box characterized in that, when the column member abutting plate portion 4C is formed, the respective superposed plates 4D are superposed to form a superposed brace abutting plate portion 4A. It is related.

【0010】[0010]

【作用】例えば、図3に示すような板材に形成し、連設
状態の横架材当接板部4Bと重合板4D,柱材当接板部
4Cと重合板4Dとの折り縁を夫々直角に折曲し、連設
されている横架材当接板部4Bと柱材当接板部4Cとの
連結部8を直角に折曲すると、重合板4D同志が重合し
た筋かい当接板部4Aが形成される。
For example, it is formed in a plate material as shown in FIG. 3, and the folding edges of the horizontal member abutting plate portion 4B and the overlapping plate 4D and the column member abutting plate portion 4C and the overlapping plate 4D which are continuously arranged are respectively formed. When the connecting portion 8 between the horizontal member abutting plate portion 4B and the column member abutting plate portion 4C, which are bent at a right angle and connected to each other, are bent at a right angle, the overlapping plates 4D overlap with each other to make a striation contact. The plate portion 4A is formed.

【0011】図3においては図示することは省略してい
るが、この筋かい当接板部4Aにこの筋かい当接板部4
Aを構成する二枚の重合板4Dを貫通する止着孔5を形
成し、この止着孔5に止着ボルト11や釘や止めビスなど
が打ち込まれるため、この重合板4Dが位置ズレするこ
となく固着され、しかも、横架材当接板部4Bと柱材当
接板部4Cとは折曲連設状態となって一体であるから、
従来例に比して支承強度(止着固定強度)が著しく向上
することとなる。
Although not shown in FIG. 3, the brace contact plate 4A is attached to the brace contact plate 4A.
A fastening hole 5 penetrating the two overlapping plates 4D constituting A is formed, and fastening bolts 11, nails, and fixing screws are driven into the fastening holes 5, so that the overlapping plate 4D is displaced. And the horizontal member abutment plate portion 4B and the pillar member abutment plate portion 4C are integrated in a bent continuous state.
The bearing strength (fastening / fixing strength) is remarkably improved as compared with the conventional example.

【0012】[0012]

【実施例】本実施例の完成図を図2に示し、止着孔5・
6や係止爪7を省略した折曲加工前の板材を図3に示
す。
EXAMPLE A completed drawing of this example is shown in FIG.
FIG. 3 shows a plate material before bending, in which 6 and the locking claw 7 are omitted.

【0013】本実施例では図3に示すように方形板材の
中央部に途中まで切り込み10を形成し、この切り込み10
より上側を横架材当接板部4Bと重合板4D,下側を柱
材当接板部4Cと重合板4Dとし、例えば、図3に示す
ような板材に形成し、連設状態の横架材当接板部4Bと
重合板4D,柱材当接板部4Cと重合板4Dとの折り縁
を直角に折曲し、連設されている横架材当接板部4Bと
柱材当接板部4Cとの連結部8を直角に折曲すると、重
合板4D同志がスライドして重合した筋かい当接板部4
Aが形成され、従来通りの筋かいボックス4が構成され
る。
In the present embodiment, as shown in FIG. 3, a notch 10 is formed in the center of the rectangular plate member, and the notch 10
The upper side is the horizontal member abutting plate portion 4B and the overlapping plate 4D, and the lower side is the column member abutting plate portion 4C and the overlapping plate 4D. For example, the plate members as shown in FIG. The bridge members contact plate portion 4B and the overlapped plate 4D, and the pillar member contact plate portion 4C and the overlapped plate 4D are bent at right angles, and the horizontal bridge member contact plate portion 4B and the pillar member are continuously provided. When the connecting portion 8 with the abutting plate portion 4C is bent at a right angle, the bracing abutting plate portion 4 in which the overlapping plates 4D slide and overlap each other.
A is formed, and the conventional bracing box 4 is constructed.

【0014】図3においては図示することは省略してい
るが、この筋かい当接板部4Aに筋かい当接板部4Aを
構成する二枚の重合板4Dを貫通する所定位置に止着孔
5を形成し、この止着孔5の使用に際しては止着ボルト
11や釘や止めビスなどが打ち込まれることとなるため、
この重合板4Dが位置ズレすることなく固着され、しか
も、横架材当接板部4Bと柱材当接板部4Cとは折曲連
設状態となって一体であるから、従来例に比して支承強
度(止着固定強度)が著しく向上することとなる。
Although not shown in FIG. 3, the brace contact plate portion 4A is fixed at a predetermined position which penetrates the two overlapping plates 4D constituting the brace contact plate portion 4A. A hole 5 is formed, and a fastening bolt is used when the fastening hole 5 is used.
Since 11 and nails and set screws will be driven in,
Since the overlapping plate 4D is fixed without being displaced, and the horizontal member abutting plate portion 4B and the pillar member abutting plate portion 4C are integrally formed in a bent continuous state, they are compared with the conventional example. As a result, the bearing strength (fastening / fixing strength) is significantly improved.

【0015】[0015]

【発明の効果】本発明は上述のように構成したから、従
来通り板材の折曲加工に基づき成形加工できる構成であ
りながら、コスト高とならず量産性に秀れた筋かいボッ
クスとなる。
EFFECTS OF THE INVENTION Since the present invention is constructed as described above, it is a bracing box which is excellent in mass productivity and has a structure which can be formed by bending a plate material as in the conventional case.

【0016】また、筋かい当接板部に二枚の重合板を貫
通する止着孔を形成し、この止着孔に止着ボルトや釘や
止めビスなどを打ち込んで筋かいを止着するから、この
重合板が位置ズレすることなく固着され、しかも、横架
材当接板部と柱材当接板部とは折曲連設状態となって一
体であるから、従来例に比して支承強度(止着固定強
度)が著しく向上した秀れた筋かいボックスとなる。
Further, a fastening hole penetrating the two overlapping plates is formed in the brace contact plate portion, and fastening bolts, nails, and fixing screws are driven into the fastening hole to fix the brace. Therefore, since the overlapped plate is fixed without displacement, and the horizontal member abutting plate portion and the pillar member abutting plate portion are integrally formed in a bent continuous state, compared to the conventional example. It is an excellent bracing box with significantly improved bearing strength (fastening fixation strength).

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

【図1】本実施例並びに従来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 this embodiment and a conventional example.

【図2】本実施例の拡大斜視図である。FIG. 2 is an enlarged perspective view of the present embodiment.

【図3】本実施例の止着孔,係止爪などを省略した展開
状態の板材の平面図である。
FIG. 3 is a plan view of a plate material in a developed state in which a fastening hole, a locking claw and the like of the present embodiment are omitted.

【図4】従来例の拡大斜視図である。FIG. 4 is an enlarged perspective view of a conventional example.

【図5】従来例の止着孔,係止爪などを省略した展開状
態の板材の平面図である。
FIG. 5 is a plan view of a plate member in a developed state in which a fixing hole, a locking claw and the like of the conventional example are omitted.

【符号の説明】[Explanation of symbols]

1 横架材 2 柱材 3 筋かい 4A 筋かい当接板部 4B 横架材当接板部 4C 柱材当接板部 4D 重合板 5 止着孔 6 止着孔 7 係止爪 8 連結部 1 Horizontal material 2 Column material 3 Braces 4A Bracing contact plate part 4B Horizontal material contact plate part 4C Column material contact plate part 4D Overlapping plate 5 Fastening hole 6 Fastening hole 7 Locking claw 8 Connecting part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 横架材と柱材の角隅部から傾斜状態に配
する筋かいに当接する筋かい当接板部の所定ヶ所に止着
孔を形成し、この筋かい当接板部の下側の横架材側縁部
に横架材上面に当接する横架材当接板部を折曲連設状態
に設け、筋かい当接板部の横側の柱材側縁部に柱材側面
に当接する柱材当接板部を折曲連設状態に設け、横架材
当接板部,柱材当接板部に止着孔若しくは係止爪を設け
た筋かいボックスにおいて、横架材当接板部と柱材当接
板部とを折曲連設状態にして一体に設け、この横架材当
接板部並びに柱材当接板部の内側縁部に折曲連設状態に
して一体に重合板を設け、前記横架材当接板部と柱材当
接板部との連結部を略直角に折曲形成して横架材当接板
部と柱材当接板部とを形成する際に夫々の重合板同志が
重合して重合状態の筋かい当接板部が形成されるように
構成したことを特徴とする筋かいボックス。
1. A fastening hole is formed at a predetermined position of a brace abutment plate portion which abuts a brace arranged in an inclined state from a corner portion of a horizontal member and a column member, and the brace abutment plate portion is formed. A horizontal bridge contact plate that contacts the upper surface of the horizontal bridge is provided in a bent continuous state at the side edge of the lower horizontal bridge, and at the side edge of the pillar plate on the horizontal side of the bracing contact plate. In a bracing box in which a pillar material contact plate portion that abuts the side surface of the pillar material is provided in a bent continuous state, and a horizontal bridge material contact plate portion and a pillar material contact plate portion are provided with fastening holes or locking claws. A horizontal bridge member abutting plate portion and a pillar member abutting plate portion are integrally provided in a bent continuous state, and are bent to the inside edge portions of the horizontal bridge member abutting plate portion and the pillar member abutting plate portion. In a continuous state, an overlapping plate is integrally provided, and a connecting portion between the horizontal member abutting plate portion and the pillar member abutting plate portion is bent at a substantially right angle to form a horizontal member abutting plate portion and a pillar member. When forming the abutting plate portion, the respective superposed plates superpose each other to form a superposed state. A bracing box characterized in that a bracing contact plate portion is formed.
JP18255094A 1994-08-03 1994-08-03 Brace box Pending JPH0841988A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18255094A JPH0841988A (en) 1994-08-03 1994-08-03 Brace box

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18255094A JPH0841988A (en) 1994-08-03 1994-08-03 Brace box

Publications (1)

Publication Number Publication Date
JPH0841988A true JPH0841988A (en) 1996-02-13

Family

ID=16120249

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18255094A Pending JPH0841988A (en) 1994-08-03 1994-08-03 Brace box

Country Status (1)

Country Link
JP (1) JPH0841988A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08319671A (en) * 1995-05-25 1996-12-03 Kaneshin:Kk Bracing fixing hardware

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08319671A (en) * 1995-05-25 1996-12-03 Kaneshin:Kk Bracing fixing hardware

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