JP2582200Y2 - Haneita bolt - Google Patents

Haneita bolt

Info

Publication number
JP2582200Y2
JP2582200Y2 JP5300493U JP5300493U JP2582200Y2 JP 2582200 Y2 JP2582200 Y2 JP 2582200Y2 JP 5300493 U JP5300493 U JP 5300493U JP 5300493 U JP5300493 U JP 5300493U JP 2582200 Y2 JP2582200 Y2 JP 2582200Y2
Authority
JP
Japan
Prior art keywords
bolt
hole
column
pillar
horizontal member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP5300493U
Other languages
Japanese (ja)
Other versions
JPH0716807U (en
Inventor
宏樹 金井
Original Assignee
宏樹 金井
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 宏樹 金井 filed Critical 宏樹 金井
Priority to JP5300493U priority Critical patent/JP2582200Y2/en
Publication of JPH0716807U publication Critical patent/JPH0716807U/en
Application granted granted Critical
Publication of JP2582200Y2 publication Critical patent/JP2582200Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、主として木造構造材を
用いる建築物の構築において、柱と、梁や土台等の横架
材とを連結するために用いられる羽子板ボルトに関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a blade bolt used for connecting a column to a horizontal member such as a beam or a base in the construction of a building mainly using a wooden structural material.

【0002】[0002]

【従来の技術】従来から、住宅等の建築において、梁や
土台等の横架材を柱に連結する際に用いられる建築用結
合部材として、羽子板ボルトが知られている。この羽子
板ボルトとしては、取り付け用の孔が穿設された平板金
具の面上の一端に従来のボルトの根元をアーク熔接によ
り固着したものが最も一般的であり、また取り付け用の
孔が穿設された平板金具をその端部において幅方向両側
から中央に向かって折り畳むように折曲すると共に該折
曲箇所にボルトの根元を挟んでアーク熔接により固着し
たものもある。
2. Description of the Related Art In a building such as a house, a feather board bolt has been known as a connecting member for building used when connecting a horizontal member such as a beam or a base to a pillar. The most common type of blade bolt is one in which the root of a conventional bolt is fixed to one end on the surface of a flat plate with a hole for mounting by arc welding, and the hole for mounting is drilled. In some cases, the flat metal plate is bent at both ends in such a manner as to be folded from both sides in the width direction toward the center, and is fixed to the bent portion by arc welding with the root of a bolt interposed therebetween.

【0003】この羽子板ボルトの使用方法は、具体的に
は平板部側を横架材に沿わせ、該平板部に設けられた取
り付け用の孔と横架材に穿設されたボルト挿入用の貫通
孔とに亘ってボルトを通し、該ボルトの先端側にナット
を装着して平板部を横架材に固着し、一方羽子板ボルト
のボルトネジ側を、上記横架材が連結される柱の該柱に
穿設されたボルト挿入用の貫通孔に挿入して先端にナッ
トを装着して柱を締結するというもので、横架材と柱と
の連結を補助する目的で用いられるものである。
[0003] Specifically, the method of using the blade bolt is such that the flat plate portion side is aligned with a horizontal member, and a mounting hole provided in the flat plate portion and a bolt insertion hole formed in the horizontal member are inserted. A bolt is passed through the through hole, a nut is attached to the tip end of the bolt, and the flat plate portion is fixed to the cross member. On the other hand, the bolt screw side of the blade bolt is connected to the column to which the cross member is connected. It is inserted into a through hole for inserting a bolt formed in a pillar and a nut is attached to the tip to fasten the pillar, and is used for the purpose of assisting the connection between the horizontal member and the pillar.

【0004】[0004]

【考案が解決しようとする課題】しかしながら、上記従
来の羽子板ボルトは、例えば羽子板ボルトの長さに対し
て柱の太さが太すぎるとボルトの先端が柱の貫通孔の中
に埋没した状態となってナットが装着できない。これに
対して、ナットが装着可能なように柱に座堀りを設ける
こともできるが、この座堀りの深さも柱の太さによって
限界があり、その上異なる太さの柱を用いるたびにそれ
に応じた適切な深さの座堀りを柱に設けておかなくては
ならない。またボルトの先端にナットが装着可能となる
ように、平板部を横架材に固着する位置を柱側にズラす
こともできるが、この場合は異なる太さの柱を用いるた
びに横架材の貫通孔を柱の太さに応じた適切な位置に設
けなければならず、建築材の加工に手間がかかる。
However, in the above-mentioned conventional blade plate bolt, if the column is too thick, for example, with respect to the length of the blade bolt, the tip of the bolt is buried in the through hole of the column. And the nut cannot be installed. On the other hand, it is also possible to provide a counterbore on the column so that the nut can be attached, but the depth of this counterbore is also limited by the thickness of the column, and each time a column of different thickness is used. The pillars must be dug properly at the appropriate depth. Also, the position where the flat plate portion is fixed to the horizontal member can be shifted to the column side so that the nut can be attached to the tip of the bolt, but in this case, each time a column of different thickness is used, the horizontal member The through-hole must be provided at an appropriate position according to the thickness of the column, and it takes time to process the building material.

【0005】また柱の太さが細すぎるとボルトの先端が
柱の表面に必要以上に突出する。この場合において、ボ
ルトのネジが短すぎるとナットを装着してもボルトに柱
を緊締できない。これに対して、ナットを装着すること
によってボルトに柱を緊締できるようにボルトのネジを
長く形成しておくこともできるが、機械的強度の点から
ネジはできるだけ必要最小の長さにした方がよく、しか
も適当なネジの長さは異なる太さの柱を用いるたびにそ
れに応じて変わる。
If the thickness of the column is too small, the tip of the bolt protrudes more than necessary from the surface of the column. In this case, if the screw of the bolt is too short, the column cannot be tightened to the bolt even if the nut is mounted. On the other hand, the bolt screw can be formed long so that the column can be tightened to the bolt by installing a nut.However, in terms of mechanical strength, the screw should be as short as possible. However, suitable screw lengths will vary with each use of columns of different thicknesses.

【0006】また、ボルトの先端が柱の表面に突出する
と、この部分が作業の邪魔になり、また危険でもある。
そしてこの突出した部分を削除するには手間がかかる。
これに対して、ボルトの先端が柱の表面から突出しなよ
うに、平板部を横架材に固着する位置を柱から遠ざける
こともできるが、この場合は異なる太さの柱を用いるた
びに横架材の貫通孔を柱の太さに応じた適切な位置に設
けなければならず、建築材の加工に手間がかかる。
[0006] If the tip of the bolt projects from the surface of the pillar, this portion hinders work and is dangerous.
It takes time and effort to delete this protruding part.
On the other hand, the position where the flat plate portion is fixed to the horizontal member can be kept away from the column so that the tip of the bolt does not protrude from the surface of the column. The through hole of the frame material must be provided at an appropriate position according to the thickness of the pillar, and it takes time to process the building material.

【0007】以上のように、いずれにしても一種類の寸
法仕様の羽子板ボルトで、一定の箇所にボルト挿入用の
貫通孔を設けた横架材と、全く座堀りがないか或いは一
定の深さに座堀りを設けた柱とを連結することは不可能
であった。
[0007] As described above, in any case, one type of wing plate bolt having a dimensional specification, a cross member having a through hole for inserting a bolt at a predetermined position, and no counterboring or a constant It was not possible to connect a pillar with a dugout at the depth.

【0008】[0008]

【課題を解決するための手段】本考案は上記の点に鑑み
なされたもので、一種類の寸法仕様の羽子板ボルトで、
一定の箇所にボルト挿入用の貫通孔を設けた横架材と、
全く座堀りがないか或いは一定の深さに座堀りを設けた
柱とを連結することが可能な羽子板ボルトを提供するこ
とを目的とする。即ち本考案羽子板ボルトは、一端に螺
旋ネジが形成されたボルトの他端側を、平板の端部付近
を湾曲させて隆起せしめた止着部材の隆起部頂部に固着
してなり、上記止着部材に、ボルトの長手方向に沿って
略同一寸法形状の2個の孔が設けられていることを特徴
とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and is a type of wing plate bolt having one dimension specification.
A horizontal member with a through hole for bolt insertion at a certain point,
It is an object of the present invention to provide a feather board bolt capable of connecting to a pillar having no sitting or having a fixed depth at a certain depth. That is, the blade bolt of the present invention is formed by fixing the other end of the bolt having a helical screw at one end thereof to the top of the raised portion of the fastening member which is bent near the end of the flat plate and raised. The member is provided with two holes of substantially the same size and shape along the longitudinal direction of the bolt.

【0009】また、上記羽子板ボルトにおいて、止着部
材に設けられている孔が略正多角形であるのが好まし
い。
[0009] In the above-mentioned blade plate bolt, it is preferable that the hole provided in the fastening member has a substantially regular polygonal shape.

【0010】[0010]

【実施例】以下、本考案の実施例を図面を参照して詳細
に説明する。図面は本考案の1実施例を示し、図1は本
考案羽子板ボルトの一例を示す一部省略斜視図、図2は
本考案羽子板ボルトの正面図、図3は平面図、図4は底
面図、図5は図3のA−A線断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. The drawings show one embodiment of the present invention, FIG. 1 is a partially omitted perspective view showing an example of a wing plate bolt of the present invention, FIG. 2 is a front view of the wing plate bolt of the present invention, FIG. 3 is a plan view, and FIG. FIG. 5 is a sectional view taken along line AA of FIG.

【0011】本考案羽子板ボルト1は、例えば図1〜図
5に示すように、一端に所定長さに亘って螺旋ネジ2が
形成された金属製のボルト3の他端側を、金属製の平板
の端部付近において幅方向両端部を中央側に絞るように
して屈曲させて、中央部を蒲鉾状に隆起せしめ、更にそ
の表面において2ヵ所を突出させて接合部4、4となし
た止着部材5の、該接合部4、4にスポット熔接によっ
て固着してなり、上記止着部材5に、ボルト3の軸芯方
向に沿って略同一サイズの2個の略正方形の孔6(6
1、62)が所定間隔をおいて設けられている。該孔6
の角部には若干のRが設けられている。尚、61はボル
ト3から遠い方の孔、62はボルト3に近い方の孔を表
す。
As shown in FIGS. 1 to 5, for example, as shown in FIGS. 1 to 5, a blade bolt 1 of the present invention is formed by connecting a metal bolt 3 having a helical screw 2 formed at one end thereof to a predetermined length. In the vicinity of the end of the flat plate, both ends in the width direction are bent so as to be narrowed toward the center, the center is raised in a semi-cylindrical shape, and two protruding portions are formed on the surface to form joints 4, 4. The fixing member 5 is fixed to the joining portions 4 and 4 by spot welding. The fixing member 5 has two substantially square holes 6 (6) of substantially the same size along the axial direction of the bolt 3.
1, 62) are provided at predetermined intervals. The hole 6
Are provided with some R at the corners. Incidentally, reference numeral 61 denotes a hole far from the bolt 3, and 62 denotes a hole near the bolt 3.

【0012】ボルト3の、止着部材5の端部に相当する
位置7から螺旋ネジ2側の先端8までの長さは、細い柱
としては通常100mm角のものが最も多く用いられ、
全体としては105mm角のものが最も多く用いられる
ので、100mm以上であるのが好ましく、特に好まし
くは105mm以上である。
As for the length of the bolt 3 from the position 7 corresponding to the end of the fastening member 5 to the tip 8 on the side of the helical screw 2, a thin column of usually 100 mm square is most often used.
As a whole, those having a size of 105 mm square are most often used, so that the size is preferably 100 mm or more, and particularly preferably 105 mm or more.

【0013】孔61は、太い柱を用いる場合に横架材へ
の固着に用いられる孔であり、孔62は細い柱を用いる
場合に使われる孔である。従って孔61の中心から孔6
2の中心までの長さは、上記太い柱と細い柱の太さの差
に相当する長さ以上であるのが好ましい。特に好ましく
は、2個の孔61、62の両方ともにボルトが挿入され
る場合に備えて、ボルトの頭同志が接触せず且つレンチ
が使えるように、上記太い柱と細い柱の太さの差に相当
する長さか、又は孔6(61、62)に挿入されるボル
トの最大径に該ボルトを締めることができるサイズのレ
ンチの縁の幅(ボルト頭を把持する部分の肉厚)を加え
た長さのうち、どちらか長い方の長さよりやや長い程度
である。即ち、例えば太い柱としてa(mm)角の柱が
用いられ、細い柱としてb(mm)角の柱が用いられ、
ボルトの最大径が(cmm)、またレンチの縁の幅がd
(mm)である場合は、孔61の中心から孔62の中心
までの長さLを、〔a−b〕(mm)か、〔c+d〕
(mm)かのうちどちらか長い方の長さよりやや長い程
度とするのが好ましい。
The hole 61 is a hole used for fixing to a horizontal member when a thick pillar is used, and the hole 62 is a hole used for using a thin pillar. Therefore, from the center of the hole 61 to the hole 6
The length up to the center of 2 is preferably equal to or greater than the length corresponding to the difference in thickness between the thick and thin columns. Particularly preferably, the difference between the thickness of the thick column and the thickness of the narrow column is set so that the bolt heads do not touch each other and a wrench can be used in case that the bolt is inserted into both of the two holes 61 and 62. Or the maximum width of the bolt inserted into the hole 6 (61, 62), and the width of the edge of the wrench (the thickness of the part holding the bolt head) of a size that can tighten the bolt. The length is slightly longer than the longer one. That is, for example, an a (mm) square pillar is used as a thick pillar, and a b (mm) square pillar is used as a thin pillar,
The maximum diameter of the bolt is (cmm) and the width of the wrench edge is d
(Mm), the length L from the center of the hole 61 to the center of the hole 62 is represented by [ab] (mm) or [c + d].
(Mm) is preferably slightly longer than the longer one.

【0014】上記のように形成されていると、図6に示
すように、仮りに一方で太い柱を用いた時に、羽子板ボ
ルト1の孔61を用いて横架材に固着して、ボルト3の
先端が柱の表面から突出せずしかも柱に深い座堀りを設
けることなく、羽子板ボルト1を用いて柱と横架材とを
連結することができたとすれば(同図(a))、他方で
細い柱を用いた時に、羽子板ボルト1の孔62を用いて
横架材に固着すれば、横架材のボルト挿入用の貫通孔の
位置はそのままで、しかもボルト3の先端が柱の表面か
ら突出せずしかも柱に深い座堀りを設けることなく座堀
りの深さも太い柱と全く同じにすることができ、太い柱
を用いた場合と全く同様に、太い柱に用いたものと同一
の羽子板ボルト1を用いて細い柱と横架材とを連結する
ことができる(同図(b))。
When formed as described above, as shown in FIG. 6, when one of the thick pillars is used, it is fixed to the horizontal member by using the hole 61 of the blade bolt 1, and the bolt 3 If the tip of the column could not be projected from the surface of the column and the column could be connected to the horizontal member using the blade bolt 1 without providing a deep counterbore (FIG. (A)). On the other hand, when a thin column is used, if it is fixed to the horizontal member using the hole 62 of the blade bolt 1, the position of the through hole for inserting the bolt of the horizontal member is the same, and the tip of the bolt 3 is The depth of the seating can be made exactly the same as that of the thicker pillar without protruding from the surface and without providing a deeper seating on the pillar. It is possible to connect a thin column and a horizontal member using the same blade bolt 1 as that of the above-mentioned one. (B)).

【0015】上記した太い柱としては通常は120mm
角のものが最も多く用いられ、また細い柱としては10
0mmのものが最も多く用いられ、またボルトとしては
頭の最大径が20mm程度、レンチとしては縁の幅が2
〜3mmのインパクトレンチ又は縁の幅が5mm程度の
レンチが用いられるので、孔61の中心から孔62の中
心までの長さは、〔120−100〕mmか、〔20+
5〕mmかのうち大きい方の25mmよりやや長い30
mm程度にするのが好ましい。勿論この長さに限られる
ものではない。
The above-mentioned thick pillar is usually 120 mm
Corners are most often used, and thin pillars are 10
A bolt with a maximum head diameter of about 20 mm and a wrench with an edge width of 2 mm is most commonly used.
Since an impact wrench of about 3 mm or a wrench having a width of about 5 mm is used, the length from the center of the hole 61 to the center of the hole 62 is [120-100] mm or [20+
5] 30 which is slightly longer than the larger 25 mm of 25 mm
mm is preferable. Of course, it is not limited to this length.

【0016】本考案において、孔6の形状は略正方形に
限られず如何なる形状でもよいが、略正多角形、特に略
正方形が好ましい。尚、上記略正多角形には完全な正多
角形も含む。孔6を略正多角形とする意味は、該孔6に
レンチとしての役割をもたせることにある。このことか
らすれば、正方形以外の多角形でもっとも有意なのはボ
ルトの頭の部分、特に角根平頭ボルトの角根部の形状と
して汎用的な正六角形であり、孔の寸法は上記角根部の
寸法に合致した寸法である。
In the present invention, the shape of the hole 6 is not limited to a substantially square shape, but may be any shape, but is preferably a substantially regular polygon, particularly a substantially square shape. Note that the substantially regular polygon includes a perfect regular polygon. The meaning of the hole 6 being a substantially regular polygon means that the hole 6 has a role as a wrench. From this fact, the most significant polygon other than square is the regular hexagonal shape of the bolt head, especially the square root of the flat head bolt, and the size of the hole is smaller than that of the square root. Matched dimensions.

【0017】また本考案において、羽子板ボルト1の材
質は金属であればよく、特に建築用の構造部材として充
分に強度の高くしかも汎用的で安価な各種鋼材が好まし
い。また羽子板ボルト1には必要に応じて防錆処理を施
すこともできる。防錆処理としては従来公知の方法を用
いることができる。
Further, in the present invention, the material of the blade bolt 1 may be a metal, and in particular, various steel materials having sufficiently high strength and being versatile and inexpensive as structural members for construction are preferable. Further, the wing plate bolt 1 can be subjected to a rust prevention treatment as required. A conventionally known method can be used for the rust prevention treatment.

【0018】本考案において止着部材5を、その端部付
近が幅方向に湾曲して中央部が隆起し且つ隆起部頂部の
上面に突出した2個の接合部が設けられた形状とするた
めの手段としては、プレス成形や曲げ加工等によって、
金属製の平板の端部付近において幅方向両端部を中央側
に絞るようにして屈曲させて、中央部を蒲鉾状に隆起せ
しめ、更に該隆起部頂部を間欠的に窪ませることによっ
て、該窪ませた部分を除く部分を接合部とする方法の
他、鋳型を用いた注形による方法を用いることもでき
る。
In the present invention, the fastening member 5 has a shape in which the vicinity of the end portion is curved in the width direction, the central portion is raised, and two joining portions projecting from the upper surface of the top of the raised portion are provided. As means of, for example, by press molding or bending
In the vicinity of the end of the metal flat plate, the both ends in the width direction are bent so as to squeeze toward the center, the center is raised in a semi-cylindrical shape, and the top of the raised portion is intermittently recessed. In addition to the method in which the part excluding the bent part is used as a joint, a method by casting using a mold can also be used.

【0019】また本考案において、ボルト3を、止着部
材5に接合する手段としては上記したスポット熔接に限
られず、アーク熔接でもよい。この場合止着部材5の上
面には接合部4を設ける必要はない。
In the present invention, the means for joining the bolt 3 to the fastening member 5 is not limited to the spot welding described above, but may be arc welding. In this case, it is not necessary to provide the joint 4 on the upper surface of the fastening member 5.

【0020】次に、図6を用いて本考案羽子板ボルト1
を用いて柱と横架材とを連結する手段を説明する。本考
案羽子板ボルト1を用いるにあたっては、例えば同図に
示すように、羽子板ボルト1が設けられる位置にある程
度合わせた位置にボルト挿入用の貫通孔9及びその貫通
孔の端に座堀り10を設けた柱11と、羽子板ボルト1
のサイズにある程度合わせた位置にボルト挿入用の貫通
孔12を設けた横架材13とが連結された部分におい
て、上記横架材13の上面に羽子板ボルト1の止着部材
5の部分を沿わせると共にボルト3側を柱11に穿設さ
れた貫通孔9に挿入し、ボルト3の先端が柱11の表面
から突出せずしかも柱11の貫通孔9の座堀り10の底
部よりも貫通孔9の中にボルト3の先端が埋没すること
がないように孔61か又は孔62を横架材13の貫通孔
12の位置に合わせ、この孔6(61又は62)と横架
材の貫通孔12とに亘ってボルト14を通し、該ボルト
の先端側にナット15を装着して止着部材5を横架材1
3に固着する。尚、横架材13の貫通孔12の端にも座
堀りが設けられていてもよい。
Next, referring to FIG. 6, the blade bolt 1 of the present invention will be described.
The means for connecting the column and the horizontal member by using will be described. In using the vane plate bolt 1 of the present invention, for example, as shown in the figure, a through hole 9 for bolt insertion and a counterbore 10 at an end of the through hole are provided at a position slightly adjusted to a position where the vane plate bolt 1 is provided. The pillar 11 provided and the bolt 1
At the portion where the cross member 13 provided with the through hole 12 for bolt insertion at a position suitable for the size to some extent, is connected to the fastening member 5 of the blade bolt 1 on the upper surface of the horizontal member 13. At the same time, the bolt 3 side is inserted into the through hole 9 formed in the pillar 11 so that the tip of the bolt 3 does not protrude from the surface of the pillar 11 and penetrates the through hole 9 of the pillar 11 from the bottom of the counterbore 10. The hole 61 or the hole 62 is aligned with the position of the through hole 12 of the horizontal member 13 so that the tip of the bolt 3 is not buried in the hole 9, and the hole 6 (61 or 62) is A bolt 14 is passed through the through-hole 12, and a nut 15 is attached to a tip end of the bolt to attach the fastening member 5 to the horizontal member 1.
3 In addition, a counterbore may be provided also at the end of the through hole 12 of the horizontal member 13.

【0021】この時上記ボルト14として、孔6のサイ
ズ、好ましくは形状、に合致した角根(ナット)部分を
有する角根平頭ボルトを用いると、止着部材5の横架材
への取り付けがレンチ1本で行えるので好ましい。
At this time, if a square root flat bolt having a square root (nut) portion corresponding to the size, preferably the shape, of the hole 6 is used as the bolt 14, the fastening member 5 can be attached to the horizontal member. This is preferable because it can be performed with one wrench.

【0022】そして、上記横架材13が連結された柱1
1の貫通孔9に挿入されたボルト3のネジ2の先端にナ
ット16を装着して柱を締結する。
The column 1 to which the horizontal member 13 is connected
A nut 16 is attached to the tip of the screw 2 of the bolt 3 inserted into the through hole 9 to fasten the column.

【0023】[0023]

【考案の効果】本考案羽子板ボルトは以上の如く構成さ
れているので、一種類の寸法仕様の羽子板ボルトで、一
定の箇所にボルト挿入用の貫通孔を設けた横架材と、全
く座堀りがないか或いは一定の深さに座堀りを設けた柱
とを連結することが可能であり、そのため如何なる場合
でもボルトの先端にナットが装着できて横架材と柱とを
確実に連結できるという利点がある。
[Effects of the Invention] The blade bolt of the present invention is constructed as described above. Therefore, the blade bolt of one kind of dimension specification, a horizontal member having a through hole for inserting a bolt at a predetermined location, and a seat boring at all. It is possible to connect a pillar with a dugout or a fixed depth to a fixed depth, so in any case a nut can be attached to the tip of the bolt, and the horizontal member and the pillar can be securely connected There is an advantage that you can.

【0024】また、柱の太さに応じて横架材に設ける孔
の位置を変える必要がないので建築材の加工に手間がか
からないという利点がある。
In addition, there is no need to change the position of the hole provided in the horizontal member according to the thickness of the pillar, so that there is an advantage that it does not take much time to process the building material.

【0025】また、柱の太さに応じて横架材に設ける孔
の位置を変える必要がなく孔の位置を特定できるので、
全ての横架材に予め孔を開けておくことができ従って建
築材の加工から組み立てまでの一連の作業がスムーズに
行えるという利点がある。
In addition, since it is not necessary to change the position of the hole provided in the horizontal member according to the thickness of the column, the position of the hole can be specified.
Since holes can be formed in advance in all the horizontal members, there is an advantage that a series of operations from processing to assembling of building materials can be smoothly performed.

【0026】また、ボルトの先端が柱の表面に必要以上
に突出することがないので、外壁材の施工の邪魔になら
ないという利点がある。またボルトのネジが必要以上に
長くないので機械的強度が高い。
Also, since the tip of the bolt does not protrude more than necessary from the surface of the pillar, there is an advantage that it does not hinder the construction of the outer wall material. Also, since the bolt screws are not longer than necessary, the mechanical strength is high.

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

【図1】本考案羽子板ボルトの例を示す一部省略斜視図
である。
FIG. 1 is a partially omitted perspective view showing an example of a blade bolt according to the present invention.

【図2】本考案羽子板ボルトの正面図である。FIG. 2 is a front view of the blade bolt according to the present invention;

【図3】本考案羽子板ボルトの平面図である。FIG. 3 is a plan view of the blade bolt according to the present invention;

【図4】本考案羽子板ボルトの底面図である。FIG. 4 is a bottom view of the blade bolt according to the present invention;

【図5】図3のA−A線断面図である。FIG. 5 is a sectional view taken along line AA of FIG. 3;

【図6】本考案羽子板ボルトを用いて柱と横架材とを連
結する手段を説明するための図である。
FIG. 6 is a view for explaining a means for connecting a column and a horizontal member using a blade bolt according to the present invention;

【符号の説明】[Explanation of symbols]

1 羽子板ボルト 2 螺旋ネジ 3 ボルト 4 接合部 5 止着部材 6 孔 REFERENCE SIGNS LIST 1 blade bolt 2 helical screw 3 bolt 4 joint 5 fastening member 6 hole

Claims (2)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 一端に螺旋ネジが形成されたボルトの他
端側を、平板の端部付近を湾曲させて隆起せしめた止着
部材の隆起部頂部に固着してなり、上記止着部材に、ボ
ルトの長手方向に沿って略同一寸法形状の2個の孔が設
けられていることを特徴とする羽子板ボルト。
An end of a bolt having a helical screw formed at one end thereof is fixed to the top of a raised portion of a fastening member which is curved near the end of a flat plate and raised. And two holes having substantially the same size and shape are provided along the longitudinal direction of the bolt.
【請求項2】 止着部材に設けられている孔が略正多角
形である請求項1に記載の羽子板ボルト。
2. The blade bolt according to claim 1, wherein the hole provided in the fastening member has a substantially regular polygonal shape.
JP5300493U 1993-09-03 1993-09-03 Haneita bolt Expired - Fee Related JP2582200Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5300493U JP2582200Y2 (en) 1993-09-03 1993-09-03 Haneita bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5300493U JP2582200Y2 (en) 1993-09-03 1993-09-03 Haneita bolt

Publications (2)

Publication Number Publication Date
JPH0716807U JPH0716807U (en) 1995-03-20
JP2582200Y2 true JP2582200Y2 (en) 1998-09-30

Family

ID=12930777

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5300493U Expired - Fee Related JP2582200Y2 (en) 1993-09-03 1993-09-03 Haneita bolt

Country Status (1)

Country Link
JP (1) JP2582200Y2 (en)

Also Published As

Publication number Publication date
JPH0716807U (en) 1995-03-20

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