JPH08120778A - Brace fixing metal fitting - Google Patents

Brace fixing metal fitting

Info

Publication number
JPH08120778A
JPH08120778A JP6279720A JP27972094A JPH08120778A JP H08120778 A JPH08120778 A JP H08120778A JP 6279720 A JP6279720 A JP 6279720A JP 27972094 A JP27972094 A JP 27972094A JP H08120778 A JPH08120778 A JP H08120778A
Authority
JP
Japan
Prior art keywords
brace
bracing
fixing
vertical
nail
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
JP6279720A
Other languages
Japanese (ja)
Other versions
JP3327707B2 (en
Inventor
Hiroyuki Nagao
弘行 永尾
Kaoru Kimura
薫 木村
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.)
TANAKA STEEL KOGYO KK
Sumitomo Forestry Co Ltd
Original Assignee
TANAKA STEEL KOGYO KK
Sumitomo Forestry Co Ltd
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 TANAKA STEEL KOGYO KK, Sumitomo Forestry Co Ltd filed Critical TANAKA STEEL KOGYO KK
Priority to JP27972094A priority Critical patent/JP3327707B2/en
Publication of JPH08120778A publication Critical patent/JPH08120778A/en
Application granted granted Critical
Publication of JP3327707B2 publication Critical patent/JP3327707B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696Shear bracing

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE: To enable the fixation of a brace with the less labor and sufficiently develop the strength of the brace without excessively increasing dimension, as for a fixing metal fitting for fixing the brace for a construction having a wooden structure, on a vertical member and/or a horizontal member. CONSTITUTION: A brace fixing metal fitting consists of a nearly hexagonal metal plate, and the inside angle nipped by the first and the second sides 11 and 12 and the inside angle nipped by the first and the sixth sides 11 and 16 is set to 135-150 deg., and each nail hole for the fixing on a vertical member or a horizontally laid member is formed at the position set along the second side 12 and the position set along the sixth side. Further, a plurality of nail holes for the fixation are formed in dispersion on the brace from the third side 13, the fourth side 14 and the fifth side to the center part. Further, the opposed sides are set parallelly and formed to the equal length, and the shape and the arrangement of the nail holes are desirably set to be symmetrical with respect to the vertical half equally divided line 4 of the first side 11.

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、木造の軸組構造におい
て、筋かいと柱又は横架材とを固定する筋かい固定金具
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bracing fixture for fixing a bracing to a column or a horizontal member in a wooden frame structure.

【0002】[0002]

【従来の技術】一般に、木造の軸組構造では、柱又は間
柱等ほぼ鉛直方向に配設される部材(鉛直材)と、梁、
胴差又は土台等、鉛直材と他の鉛直材との間に横方向に
架設される部材(横架材)とで囲まれる矩形枠体内に筋
かいを設け、構造体に作用する水平力に対し抵抗力を増
強させ、構造体の過大な変形や倒壊を防止している。こ
の様な構造において、木材等による筋かいを鉛直材や横
架材と固定するために、従来より、図9および図10に
示すような筋かい固定金具が用いられている。この様な
筋かい固定金具は、図8に示すように、柱3、土台4及
び梁5等で形成される枠体に筋かい2を固定する場合に
用いられるものである。
2. Description of the Related Art Generally, in a wooden frame structure, a member (vertical member) arranged in a substantially vertical direction such as a pillar or a stud, and a beam,
A braces are provided in a rectangular frame surrounded by a member (horizontal bridge) that is horizontally installed between a vertical member and another vertical member, such as a body difference or a base, so that horizontal force acting on the structure can be obtained. In contrast, it has increased resistance to prevent excessive deformation and collapse of the structure. In such a structure, in order to fix the braces made of wood or the like to the vertical members and the horizontal members, conventionally, bracing fixtures as shown in FIGS. 9 and 10 have been used. Such a bracing bracket is used for fixing the bracing 2 to the frame body formed by the columns 3, the base 4, the beams 5, etc., as shown in FIG.

【0003】図8及び図9に示す筋かい固定金具101
は、鋼板からなり、ほぼ矩形の筋かい当接部101c
と、この筋かい当接部101cの互いに隣接した2つの
縁から、それぞれ筋かい当接部101cと同一平面をな
すように延設された鉛直材当接部101a及び横架材当
接部101bとを有するものである。この鉛直材当接部
および横架材当接部とにはそれぞれ釘孔131が複数設
けられており、筋かい当接部には複数の釘孔のほかにボ
ルトを貫通することができるボルト孔132が設けられ
ている。また、筋かい当接部101cと鉛直材当接部1
01aとの境界上、及び筋かい当接部101cと横架材
当接部101bとの境界線上には、位置決め用孔133
が設けられている。
Brace fixing metal fitting 101 shown in FIGS. 8 and 9.
Is a steel plate and has a substantially rectangular bracing contact portion 101c.
And a vertical member abutting portion 101a and a horizontal member abutting portion 101b extending from two adjacent edges of the brace abutting portion 101c so as to be flush with the brace abutting portion 101c. And have. Plural nail holes 131 are provided in the vertical member abutting portion and the horizontal member abutting portion, respectively. In addition to the plurality of nail holes, a bolt hole through which a bolt can pass is provided in the bracing contact portion. 132 is provided. Further, the bracing contact portion 101c and the vertical member contact portion 1
01a and on the boundary line between the brace contact portion 101c and the horizontal member contact portion 101b, a positioning hole 133 is formed.
Is provided.

【0004】この筋かい固定金具101を用いて筋かい
2を固定する場合には、予め筋かい2にボルト用の孔を
穿設しておき、ボルト71を筋かい当接部101cのボ
ルト用孔132及び筋かい2のボルト用の孔を貫通さ
せ、ナット72で締め付ける。さらに、筋かい当接部1
01cの釘孔131を通して釘を筋かい2に打ち込むこ
とによって、筋かい固定金具101と筋かい2とを固定
する。また、複数の釘を鉛直材当接部101aの釘孔1
31を通して柱(鉛直材)3へ打ち込み、鉛直材当接部
101aを柱3に固定する。同様に、横架材当接部10
1bを土台4(横架材)に固定する。その結果、筋かい
2は、筋かい固定金具101によって柱3及び土台4に
固定支持される。
When the brace 2 is fixed using the brace fixing metal fitting 101, a hole for a bolt is previously formed in the brace 2 and the bolt 71 is used for the bolt of the brace contact portion 101c. The hole 132 and the hole for the bolt of the brace 2 are passed through, and the nut 72 is tightened. Furthermore, the bracing contact part 1
The brace fixing fitting 101 and the brace 2 are fixed by driving a nail into the brace 2 through the nail hole 131 of 01c. In addition, a plurality of nails are attached to the nail hole 1 of the vertical member contact portion 101a.
It drives into the pillar (vertical material) 3 through 31 to fix the vertical material contact portion 101 a to the pillar 3. Similarly, the horizontal member abutting portion 10
1b is fixed to the base 4 (horizontal member). As a result, the braces 2 are fixedly supported by the braces 3 and the base 4 by the bracing fixtures 101.

【0005】図10に示す筋かい固定金具201は、図
8及び図9に示す筋かい固定金具101と同様の筋かい
当接部201cと、この筋かい当接部201cの隣り合
う二辺からそれぞれ筋かい当接部と同一平面を成すよう
に延設された鉛直材当接部201aおよび横架材当接部
201bとを有するものである。ただし、この筋かい固
定金具では、図9に示す筋かい固定金具101に比べて
縦および横方向の寸法が拡大されており、横架材当接部
および鉛直材当接部に設けられた釘孔231の数も増加
されている。この筋かい固定金具は主に3階建木造住宅
を構築する際に用いられるものであり、この筋かい固定
金具を用い、横架材、鉛直材と筋かいとを固定して耐力
壁を構成したときに、水平方向の力に対して壁倍率が約
2.0倍の耐力を有する構造が得られる。
A brace fixing member 201 shown in FIG. 10 includes a brace contact portion 201c similar to the brace fixing member 101 shown in FIGS. 8 and 9, and two adjacent sides of the brace contact portion 201c. Each of them has a vertical member abutting portion 201a and a horizontal member abutting portion 201b that extend so as to be flush with the brace abutting portion. However, in this bracing fixture, the vertical and horizontal dimensions are larger than those of the bracing fixture 101 shown in FIG. 9, and the nails provided at the horizontal member abutting portion and the vertical member abutting portion. The number of holes 231 is also increased. This bracing bracket is mainly used when constructing a three-story wooden house, and using this bracing bracket, the horizontal material, vertical material and braces are fixed to form a bearing wall. When this is done, a structure having a proof strength of about 2.0 times the wall magnification with respect to the horizontal force is obtained.

【0006】ここで、壁倍率とは、耐力壁の水平力に対
する抵抗力(耐力)を示す値であって、耐力壁が1メー
トル当たり130Kgの水平力を受けて、120分の1
ラジアンのせん断変形を生じる場合を1.0とした抵抗
力比率を表したものである。例えば、長さ0.91メー
トルの壁倍率1.0の耐力壁の耐力は130kg×1.
0×0.91m=118kg、つまり、118キログラ
ムあることになる。
Here, the wall magnification is a value indicating the resistance force (proof strength) to the horizontal force of the load bearing wall, and the load bearing wall receives a horizontal force of 130 kg per meter, and is 1/120.
The ratio of the resistance force is set to 1.0 when the shear deformation of radian is generated. For example, the yield strength of a bearing wall having a length of 0.91 meters and a wall magnification of 1.0 is 130 kg × 1.
0 × 0.91 m = 118 kg, that is, 118 kg.

【0007】[0007]

【発明が解決しようとする課題】しかし、上述の様な、
従来の筋かい固定金具は、次の様な問題点を有する。即
ち、筋かい固定金具と筋かいとの結合は主にボルトの締
め付け力に依存しているが、筋かいに穿設されたボルト
用の孔と、挿着されたボルトとの間に隙間が生じるの
で、筋かい材の乾燥収縮等によってナットの締め付けが
ゆるむと、筋かい固定金具と筋かいとの間がずれ、期待
された筋かい強度(筋かいによる耐力補強度)が発揮さ
れない。このため、より抵抗力の大きな構造体に適する
筋かい固定金具を得るためには、筋かい固定金具を大型
化し、多くの釘を併用する必要がある。しかし、筋かい
固定金具を大型化すると取り扱いが不便であり、また、
壁材等他の部材の取り付けに支障を生じるおそれがあ
る。
However, as described above,
The conventional bracing fixture has the following problems. That is, the connection between the bracing fixture and the bracing mainly depends on the tightening force of the bolt, but there is a gap between the bolt hole drilled in the bracing and the inserted bolt. If the nut is loosened due to dry shrinkage of the bracing material, the bracing fixture and the bracing will be displaced, and the expected bracing strength (proof strength reinforcement by bracing) will not be exhibited. Therefore, in order to obtain a brace fixing metal fitting suitable for a structure having a greater resistance, it is necessary to increase the size of the brace fixing metal fitting and use many nails together. However, it is inconvenient to handle if the bracing bracket is upsized, and
There is a risk that it may interfere with the attachment of other members such as wall materials.

【0008】例えば、図11に示すように、柱3および
横架材4(土台、梁)に壁下地用のボード6を取り付け
ようとしたときに、柱3と横架材4との接合部に寸法の
大きい筋かい固定金具201が用いられていると、この
部分に釘またはビスを打ち込むことができず、ボード固
定用の釘81またはビスの間隔が開きすぎてしまうこと
になる。また、筋かい固定金具の寸法が大きいために、
柱と横架材とを接合するためのプレートを取り付ける位
置が重複し、このプレートが取り付けられなくなるとい
う問題もある。
For example, as shown in FIG. 11, when an attempt is made to attach a wall base board 6 to a pillar 3 and a horizontal member 4 (base, beam), a joint portion between the pillar 3 and the horizontal member 4 is attached. If a bracing fixture 201 having a large size is used in the above, a nail or a screw cannot be driven into this portion, and the space between the nails 81 or the screws for fixing the board is too wide. Also, because the size of the bracing bracket is large,
There is also a problem that the positions for attaching the plates for joining the columns and the horizontal members overlap, and the plates cannot be attached.

【0009】一方、枠体から筋かいへ作用する力が、ボ
ルトを介して伝達されるので、ボルト用の孔の周辺部に
応力の集中を生じ、筋かいにひび割れが発生し易いとい
う問題点、さらには、筋かい当接部のボルト用孔に対応
するように、筋かいに正確にボルト用の孔を穿設する必
要があり、ボルトの締め付けとともに多くの手間を要す
るという問題点もある。
On the other hand, since the force acting on the braces from the frame is transmitted through the bolts, stress is concentrated on the periphery of the bolt holes, and cracks are likely to occur in the braces. Moreover, it is necessary to drill holes for bolts accurately in the braces so as to correspond to the holes for bolts in the abutment part of the braces, and there is also a problem that a lot of labor is required as well as tightening the bolts. .

【0010】本発明は、上述の問題点に鑑みてなされた
もので、その目的は、少ない手間で、筋かいを鉛直材や
横架材に固定することができ、寸法を過大にすることな
く、十分に筋かいの強度を発揮させることのできる筋か
い固定金具を提供することにある。
The present invention has been made in view of the above-mentioned problems, and an object thereof is to fix a braces to a vertical member or a horizontal member with a small amount of labor without increasing the size. The purpose of the present invention is to provide a bracing fixing metal fitting capable of exerting sufficient bracing strength.

【0011】[0011]

【課題を解決するための手段】以上の課題を解決するた
めに、請求項1に記載の発明は、 木構造の建築物にお
ける筋かいを鉛直材及び/または横架材に固定する筋か
い固定金具であって、ほぼ六角形の金属板からなり、そ
の六つの辺をそれぞれ順に第1の辺、第2の辺、第3の
辺、第4の辺、第5の辺、第6の辺としたときに、第1
の辺と第2の辺とに挟まれる内角、及び第1の辺と第6
の辺とに挟まれる内角が135°以上150°以下であ
り、 第2の辺に沿った縁付近の位置、及び第6の辺に
沿った縁付近の位置に、鉛直材または横架材に該筋かい
固定金具を固着するための複数の釘孔を有し、 第1の
辺と対向する第3の辺、第4の辺および第5の辺から、
該六角形の金属板の中央部にかけて、筋かいに固定する
ための複数の釘孔を分散して有する筋かい固定金具を提
供するものである。
In order to solve the above-mentioned problems, the invention according to claim 1 is to fix the braces in a wooden structure to a vertical member and / or a horizontal member. A metal fitting, which is made of a substantially hexagonal metal plate and has six sides in order of a first side, a second side, a third side, a fourth side, a fifth side, and a sixth side. And when the first
Angle between the side of the first side and the second side, and the side of the first side and the sixth side
The interior angle between the sides of the second side is 135 ° or more and 150 ° or less, and the vertical or horizontal member is located near the edge along the second side and near the edge along the sixth side. It has a plurality of nail holes for fixing the bracing fixture, and from the third side, the fourth side and the fifth side facing the first side,
It is intended to provide a bracing fixture for disposing a plurality of nail holes for fixing to a bracing, distributed over a central portion of the hexagonal metal plate.

【0012】請求項2に記載の発明は、 請求項1に
記載の筋かい固定金具において、上記ほぼ六角形の金属
板の、第1の辺と第4の辺、第2の辺と第5の辺、及び
第3の辺と第6の辺は、それぞれ平行であり、等しい長
さを有するものとする。
According to a second aspect of the present invention, in the bracing fixture of the first aspect, the first and fourth sides and the second and fifth sides of the substantially hexagonal metal plate are provided. , And the third side and the sixth side are parallel to each other and have the same length.

【0013】請求項3に記載の発明は、 請求項2に
記載の筋かい固定金具において、前記金属板の外周の形
状および釘孔の配置を、前記第1の辺の垂直二等分線に
関して対称とし、 前記金属板の外周の形状は、第2の
辺と第3の辺との間の頂角および第5の辺と第6の辺と
の間の頂角を通る線に関しても対称とするものである。
According to a third aspect of the present invention, in the bracing fixture according to the second aspect, the shape of the outer periphery of the metal plate and the arrangement of the nail holes are set with respect to the vertical bisector of the first side. The shape of the outer periphery of the metal plate is symmetrical with respect to a line passing through the apex angle between the second side and the third side and the apex angle between the fifth side and the sixth side. To do.

【0014】上記請求項1から請求項3の記載におい
て、ほぼ鉛直方向に配設される部材は、例えば柱、間柱
等である。また、横方向に架設される部材は、例えば
梁、胴差、土台等である。さらに、上記釘孔は、釘に限
らず、ビス等を挿通して用いることもできる。
In the above-mentioned claims 1 to 3, the members arranged substantially vertically are, for example, columns and studs. Further, the members laid in the lateral direction are, for example, a beam, a body difference, a base, or the like. Further, the nail hole is not limited to a nail, and a screw or the like can be inserted and used.

【0015】[0015]

【作用】請求項1に記載の筋かい固定金具では、第3の
辺、第4の辺および第5の辺から該六角形の金属板の中
央部にかけて設けられた釘孔に釘を挿入し、筋かいの端
部に打ち付けることによって、筋かい固定金具が筋かい
に固定される。さらに、第2の辺に沿った部分および第
6の辺に沿った部分をそれぞれ鉛直材および横架材に当
接し、それぞれの釘孔に釘を挿入して打ち付けることに
よって、筋かい固定金具が鉛直材及び横架材に固定され
る。その結果、筋かいは筋かい固定金具によって、鉛直
材及び横架材で形成される枠体内に固定される。このと
き、筋かい当接部と筋かいとは釘によって固定されるの
で、筋かい固定金具と筋かいとは、強固に、ずれること
なく固着される。上記釘は、これに替えてビス等を用い
ても同様に作用する。また、筋かいにあらかじめボルト
孔等の加工をしておく必要がなく、取り付けに手間がか
からず作業の効率が向上する。
In the bracing fixture according to claim 1, a nail is inserted into a nail hole provided from the third side, the fourth side and the fifth side to the center of the hexagonal metal plate. , The bracing fixtures are fixed to the braces by striking the ends of the braces. Furthermore, the portion along the second side and the portion along the sixth side are brought into contact with the vertical member and the horizontal member, respectively, and nails are inserted into the respective nail holes and hammered, whereby the bracing fixture is It is fixed to vertical and horizontal members. As a result, the braces are fixed in the frame formed by the vertical members and the horizontal members by the bracing fixture. At this time, since the brace abutment portion and the brace are fixed by the nail, the brace fixing fitting and the brace are firmly fixed to each other without being displaced. The nail operates in the same manner even if a screw or the like is used instead. In addition, it is not necessary to process the bolt holes or the like in advance in the braces, so that the installation is not troublesome and the work efficiency is improved.

【0016】さらに、六角形の第1の辺と第2の辺とに
挟まれる内角、および第1の辺と第6の辺とに挟まれる
内角が135°以上150°以下となっているので、第
2の辺と第6の辺とに沿った部分をそれぞれ鉛直材およ
び横架材に当接すると、この部分に設けられた釘孔が、
鉛直材または、横架材の長手方向の端面より離れた位置
となるので釘またはビスを打ち込むことによる部材の割
れを少なくすることができる。また、第2の辺と第6の
辺は部材の長手方向に沿った面と平行ではなく角度を有
することになるので、釘孔が木目に沿って直列されるの
を避けることができ、部材の割れを少なくすることがで
きる。
Further, since the interior angle between the first side and the second side of the hexagon and the interior angle between the first side and the sixth side are 135 ° or more and 150 ° or less. , When the portions along the second side and the sixth side are brought into contact with the vertical member and the horizontal member, respectively, the nail holes provided in this portion are
Since it is located away from the end face in the longitudinal direction of the vertical member or the horizontal member, cracking of the member due to driving nails or screws can be reduced. Further, since the second side and the sixth side are not parallel to the surface along the longitudinal direction of the member but have an angle, it is possible to prevent nail holes from being serially arranged along the grain, It is possible to reduce the number of cracks.

【0017】さらに、鉛直材が横架材に接合する部分で
部材側面の中央部に筋かい固定金具が当接されない部分
が生じるので、この部分に鉛直材と横架材を固定するた
めのプレートを取り付けることが可能となる。
Further, since a portion where the bracing fixture is not abutted occurs at the central portion of the side surface of the member where the vertical member is joined to the horizontal member, a plate for fixing the vertical member and the horizontal member to this portion. Can be attached.

【0018】請求項2に記載の筋かい固定金具では、向
かい合う辺がそれぞれ平行となっているので、上記作用
に加えて、この筋かい固定金具を製作するときに、大き
な金属板から複数の六角形の金属板を無駄なく切り出す
ことができ、製作工程の効率化、材料費の低減を図るこ
とができる。
In the bracing bracket according to the second aspect of the present invention, the opposite sides are parallel to each other. Therefore, in addition to the above-mentioned function, when the bracing bracket is manufactured, a plurality of metal plates are used to form a plurality of plates. The rectangular metal plate can be cut without waste, and the manufacturing process can be made more efficient and the material cost can be reduced.

【0019】請求項3に記載の筋かい固定金具では二軸
に関して対称となっているので、筋かいの上部または下
部、筋かいの傾斜方向などを問わずどこにでも用いるこ
とができ、汎用性が拡大する。
Since the brace fixing bracket according to claim 3 is symmetrical with respect to the two axes, it can be used anywhere regardless of the upper or lower part of the brace or the inclination direction of the brace, and it is versatile. Expanding.

【0020】[0020]

【実施例】以下、請求項1から請求項3までに記載の発
明に係る筋かい固定金具の実施例を、図面に基づいて具
体的に説明する。図1は、請求項1、請求項2または請
求項3に記載の発明の一実施例である筋かい固定金具1
を示す正面図、側面図および平面図である。また、図2
は、上記図1に示す筋かい固定金具1によって、筋かい
2を柱3と土台4との接合部に取り付けた状態を示す概
略斜視図である。
Embodiments of the bracing fixtures according to the inventions described in claims 1 to 3 will be described below in detail with reference to the drawings. FIG. 1 is a bracing fixture 1 which is an embodiment of the invention described in claim 1, claim 2 or claim 3.
FIG. 4 is a front view, a side view, and a plan view showing FIG. Also, FIG.
[Fig. 2] is a schematic perspective view showing a state in which a brace 2 is attached to a joint between a column 3 and a base 4 by the brace fixing metal fitting 1 shown in Fig. 1 above.

【0021】この筋かい固定金具1は、約3mm程度の
厚さの鋼板からなる六角形状の板材からなり、対向する
二つの辺すなわち、第1の辺11と第4の辺14とが平
行で、等しい長さ(80mm)を有しており、これらの
辺の間隔が135mmとなっている。これらの辺と隣合
う第2の辺12、第3の辺13、第5の辺15および第
6の辺16は長さが等しく第2の辺12と第5の辺15
と、第3の辺13と第6の辺16とはそれぞれ平行とな
っている。また、上記第2の辺12と第3の辺13とで
形成される頂角22と、第5の辺15と第6の辺16と
で形成される頂角25との間は240mmとなってい
る。
The bracing fixture 1 is made of a hexagonal plate made of a steel plate having a thickness of about 3 mm, and two opposing sides, that is, the first side 11 and the fourth side 14 are parallel to each other. , Have the same length (80 mm), and the distance between these sides is 135 mm. The second side 12, the third side 13, the fifth side 15 and the sixth side 16 which are adjacent to these sides have the same length, and the second side 12 and the fifth side 15 have the same length.
And the third side 13 and the sixth side 16 are parallel to each other. Further, the distance between the apex angle 22 formed by the second side 12 and the third side 13 and the apex angle 25 formed by the fifth side 15 and the sixth side 16 is 240 mm. ing.

【0022】このような板状材の第2の辺12に沿った
部分および第6の辺16に沿った部分が柱・間柱等の鉛
直材または土台・胴差等の横架材に当接して固定される
枠体当接部1a,1bとなっており、これらの部分に
は、鉛直材または横架材にこの筋かい固定金具を固着す
るための釘孔31が設けられている。一方、第4の辺1
4および第3の辺13・第5の辺15の第4の辺14と
隣接する部分から、第1の辺11の中点11aまでの部
分が筋かい当接部1cとなっており、この筋かい固定金
具と筋かいとを固着するための複数の釘孔32が分散し
て設けられている。
The portion along the second side 12 and the portion along the sixth side 16 of such a plate-shaped member abuts on a vertical member such as a pillar or a stud or a horizontal member such as a base or a body difference. The frame contact portions 1a and 1b are fixed to each other, and nail holes 31 for fixing the bracing fixtures to the vertical member or the horizontal member are provided in these parts. On the other hand, the fourth side 1
4 and the third side 13 / fifth side 15 from the portion adjacent to the fourth side 14 to the midpoint 11a of the first side 11 is the bracing contact portion 1c. A plurality of nail holes 32 for fixing the bracing fixture and the braces are provided in a dispersed manner.

【0023】また、第1の辺11の中点11aから斜め
45°の方向への仮想線41,42上に矩形の小孔33
が設けられている。この小孔33は筋かい固定金具1を
鉛直材または横架材に取り付ける際の位置決め孔であ
り、上記仮想線41,42が枠体当接部1a,1bと筋
かい当接部1cとの境界となるものである。なお上記枠
体当接部1a,1bの釘孔31、筋かい当接部1cの釘
孔32および位置決め孔33は、いずれも第1の辺11
の垂直二等分線43に関して対称に設けられており、こ
の筋かい固定金具1をどのような部位にも取り付けるこ
とができるようになっている。
Further, the rectangular small hole 33 is formed on the imaginary lines 41 and 42 extending from the midpoint 11a of the first side 11 in the direction of an angle of 45 °.
Is provided. This small hole 33 is a positioning hole when the bracing fixture 1 is attached to a vertical member or a horizontal member, and the phantom lines 41 and 42 connect the frame abutting portions 1a and 1b and the bracing abutting portion 1c. It is the boundary. The nail holes 31 of the frame abutting portions 1a and 1b, the nail holes 32 and the positioning holes 33 of the brace abutting portion 1c are all on the first side 11.
Are provided symmetrically with respect to the vertical bisector 43, and the bracing fixture 1 can be attached to any part.

【0024】この様な筋かい固定金具を用いて筋かいを
固定する場合には、例えば、次の様な手順で行うことが
できる。まず筋かい2の両端部を、固定される柱3、土
台4等に合わせて切り欠き、この切り欠き面に位置決め
孔33を合わせて筋かい固定金具1を固定する。筋かい
固定金具1を筋かいに固定するには、筋かい当接部1c
に設けられた釘孔32から図2(b)に示すようなスク
リュー釘51を筋かい2に打ち付けることによって行
う。このとき、スクリュー釘51の長さは筋かいとして
用いる部材の厚さより短いものとすることが望ましい。
このように部材の厚さより短い釘を用いることによっ
て、部材の割れを少なくすることができる。
When the braces are fixed using such bracing fixtures, for example, the following procedure can be performed. First, both ends of the braces 2 are cut out according to the pillars 3, the base 4, etc. to be fixed, and the positioning holes 33 are aligned with the notched surfaces to fix the bracing fixture 1. To fix the brace fixing bracket 1 to the brace, use the brace contact portion 1c.
2B, a screw nail 51 as shown in FIG. At this time, it is desirable that the length of the screw nail 51 is shorter than the thickness of the member used as the braces.
By using a nail shorter than the thickness of the member in this way, cracking of the member can be reduced.

【0025】次に筋かい2を、図3に示すように、柱
3,3と梁5と土台4とで形成された枠体内に建て込
み、筋かい2の端部の切り欠き面を柱3と土台4との隅
角部及び柱4と梁6との隅角部に当接させ、枠体当接部
1a,1bの釘孔31から柱3及び土台4もしくは梁5
にスクリュー釘51を打ち込み、固定する。なお本実施
例ではスクリュー釘51を用いたが、このほか普通の
釘、ねじ、ビス、コーチボルト等筋かいおよび枠体当接
部に打ち込んだり、ねじ込んだりすることができるもの
であれば用いることができる。また、上記筋かい固定金
具では、図1に示す第1の辺11の垂直二等分線43に
関して対称な形状および釘孔31,32の配置となって
いるので、この筋かい固定金具1は上下方向または左右
方向を逆にして用いることができ、構造体の様々な部位
で使用することが可能となっている。
Next, as shown in FIG. 3, the braces 2 are built in a frame body formed by columns 3, 3 and beams 5 and a base 4, and the cutout surfaces at the ends of the braces 2 are made into columns. 3 and the base 4 and the corners of the pillar 4 and the beam 6 are brought into contact with each other, and the pillar 3 and the base 4 or the beam 5 are inserted from the nail holes 31 of the frame contact portions 1a and 1b.
A screw nail 51 is driven into and fixed. Although the screw nails 51 are used in this embodiment, other screws such as ordinary nails, screws, screws, and coach bolts can be used as long as they can be driven in or screwed into the braces and the frame contact portion. You can Further, in the above-mentioned bracing fixture, the bracing fixture 1 has a symmetrical shape and the arrangement of the nail holes 31 and 32 with respect to the vertical bisector 43 of the first side 11 shown in FIG. It can be used upside down or left and right, and can be used in various parts of the structure.

【0026】この様にして固定された筋かい2は、釘に
よって強固に固着され、ボルトを用いた場合の様に筋か
いの軸線方向の力によってずれることがなく、枠体に作
用する水平力に対して変形を小さく抑止することができ
る。本実施例の効果を確認するために行った実験の結果
では、図10に示す従来のボルトを併用するものと比
べ、本実施例の筋かい固定金具1では面積を小さくして
いるにもかかわらず、これを用いた耐力壁の壁倍率が
2.0となることが確認されている。
The braces 2 fixed in this way are firmly fixed by nails, and are not displaced by the axial force of the braces as in the case of using a bolt, and the horizontal force acting on the frame body. The deformation can be suppressed to be small. According to the result of the experiment conducted to confirm the effect of this embodiment, the area of the bracing fixture 1 of this embodiment is smaller than that of the conventional bolt shown in FIG. However, it has been confirmed that the wall magnification of the bearing wall using this becomes 2.0.

【0027】図4は、柱の両側に筋かいが設けられる部
分に上記実施例の筋かい固定金具を用いた例を示す図で
ある。この図に示すように、第1の辺11と隣り合う第
2の辺12および第6の辺16との間の内角が135°
以上150°以下となっているので、この筋かい固定金
具1を柱3と土台4とにわたって取り付けたときに第2
の辺および第6の辺は部材の縁3a,4aと角度を有
し、柱3と土台4との接合部で部材の中心側に筋かい固
定金具が当接されない部分を作ることができる。したが
って、この部分に図3に示すような尖頭部を有するプレ
ート61や、図5に示すような山形のプレート62、図
6に示すようなT型のプレート63を取り付け、柱3と
土台4とを緊結することができる。
FIG. 4 is a diagram showing an example in which the bracing fixtures of the above-mentioned embodiment are used in the portions where braces are provided on both sides of the column. As shown in this figure, the interior angle between the first side 11 and the adjacent second side 12 and sixth side 16 is 135 °.
Since it is not less than 150 °, it will be the second when this bracing fixture 1 is mounted over the pillar 3 and the base 4.
And the sixth side have an angle with the edges 3a and 4a of the member, and a portion where the bracing fixture is not abutted can be made on the center side of the member at the joint between the pillar 3 and the base 4. Therefore, a plate 61 having a pointed portion as shown in FIG. 3, a mountain-shaped plate 62 as shown in FIG. 5, and a T-shaped plate 63 as shown in FIG. Can be tied up with.

【0028】また、このような筋かい固定金具1は図7
に示すように大きな鋼板から隙間なく切り出して製作さ
れる。このように鋼板の無駄をほとんど生じることな
く、しかも外形が単純であるので、低コストで効率よく
製作することができる。
Further, such a brace fixing member 1 is shown in FIG.
It is manufactured by cutting from a large steel plate without a gap as shown in. As described above, the waste of the steel plate hardly occurs, and the outer shape is simple, so that it can be efficiently manufactured at low cost.

【0029】[0029]

【発明の効果】以上説明した様に、請求項1に記載の筋
かい固定金具では、筋かい当接部と筋かいとは釘によっ
て固着され、筋かいに作用する軸方向力が伝達される。
従って、筋かい固定金具と筋かいとが、ずれることなく
強固に固着されるので、耐力壁の水平方向力に対する抵
抗力を有効に向上させることができる。また、筋かい固
定金具の寸法を大きくすることなく十分な強度が発揮さ
れ、壁下地材等他の部材の取り付けに支障が生じるのを
回避することができる。また、筋かいに予め孔を穿設し
ておいたり、ボルトを締め付ける手間を必要としないの
で、作業性が向上する。さらに、外形が六角形状をな
し、その内角が適切に設定されているので、筋かいとし
て用いる部材、鉛直材、または横架材の割れを少なくす
ることができる。また、柱と横架材とを緊結するための
プレート等も支障なく取り付けることが可能となる。
As described above, in the bracing member according to the first aspect of the present invention, the bracing contact portion and the bracing are fixed by the nails, and the axial force acting on the bracing is transmitted. .
Therefore, since the bracing fixture and the bracing are firmly fixed to each other without being displaced, the resistance of the bearing wall against the horizontal force can be effectively improved. Further, sufficient strength is exhibited without increasing the size of the brace fixing metal fitting, and it is possible to avoid the trouble in mounting other members such as the wall base material. Further, since it is not necessary to preliminarily make holes in the braces or to tighten bolts, workability is improved. Further, since the outer shape is hexagonal and the inner angle is appropriately set, it is possible to reduce cracks in the member used as the braces, the vertical member, or the horizontal member. Further, it is possible to attach a plate or the like for tightly connecting the column and the horizontal member without any trouble.

【0030】請求項2に記載の筋かい固定金具では、向
かい合う辺がそれぞれ平行で、長さが等しくなっている
ので、材料の無駄を生じることなく効率よく製造するこ
とができる。
In the bracing fixture according to the second aspect of the present invention, since the opposite sides are parallel to each other and the lengths are equal, it is possible to efficiently manufacture without waste of material.

【0031】請求項3に記載の筋かい固定金具では、外
形および釘孔の配置が第1の辺の垂直二等分線に関して
対称となっているので、筋かいの上部または下部、筋か
いの傾斜方向等を問わずどこにでも用いることができ、
汎用性が拡大する。
In the bracing fixture of claim 3, since the outer shape and the arrangement of the nail holes are symmetrical with respect to the vertical bisector of the first side, the bracing of the bracing upper part or the lower part, the bracing of the bracing Can be used anywhere, regardless of tilt direction,
Expands versatility.

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

【図1】請求項1から請求項3までに記載の発明に係る
筋かい固定金具の一実施例を示す正面図、側面図および
平面図である。
FIG. 1 is a front view, a side view, and a plan view showing an embodiment of a bracing fixture according to the invention described in claims 1 to 3.

【図2】図1の筋かい固定金具の使用状態を示す斜視図
である。
FIG. 2 is a perspective view showing a usage state of the bracing fixture of FIG.

【図3】図1の筋かい固定金具を使用して固定された筋
かいを示す図である。
FIG. 3 is a view showing a brace fixed using the brace fixing metal fitting of FIG. 1.

【図4】柱の両側に筋かいが固定される部分に、図1の
筋かい固定金具を用いた例を示す図である。
FIG. 4 is a diagram showing an example in which the brace fixing fittings of FIG. 1 are used in the portions where brace is fixed on both sides of the column.

【図5】柱の両側に筋かいが固定される部分に、図1の
筋かい固定金具を用いた例を示す図である。
FIG. 5 is a diagram showing an example in which the brace fixing metal fittings of FIG. 1 are used in portions where brace is fixed on both sides of a column.

【図6】柱の両側に筋かいが固定される部分に、図1の
筋かい固定金具を用いた例を示す図である。
FIG. 6 is a view showing an example in which the brace fixing fittings of FIG. 1 are used in the portions where brace is fixed on both sides of the pillar.

【図7】図1に示す筋かい固定金具を製造するときに、
大きな鋼板から切り出す状態を示す図である。
[Fig. 7] When manufacturing the bracing fixtures shown in Fig. 1,
It is a figure which shows the state cut out from a large steel plate.

【図8】筋かい固定金具の使用状態を示す概略図であ
る。
FIG. 8 is a schematic view showing a usage state of bracing fixtures.

【図9】従来の筋かい固定金具の一例を示す斜視図およ
び正面図である。
FIG. 9 is a perspective view and a front view showing an example of a conventional bracing fixture.

【図10】従来の筋かい固定金具の他の例を示す正面図
である。
FIG. 10 is a front view showing another example of a conventional bracing fixture.

【図11】図9に示す筋かい固定金具を用いたときの問
題点を示す図である。
FIG. 11 is a diagram showing a problem when the brace fixing metal fitting shown in FIG. 9 is used.

【符号の説明】[Explanation of symbols]

1 筋かい固定金具 2 筋かい 3 柱(鉛直材) 4 土台(横架材) 5 梁(横架材) 6 壁下地用ボード 11 第1の辺 21 第1の頂角 12 第2の辺 22 第2の頂角 13 第3の辺 23 第3の頂角 14 第4の辺 24 第4の頂角 15 第5の辺 25 第5の頂角 16 第6の辺 26 第6の頂角 31,32 釘孔 33 位置決め用の小孔 41,42 仮想線 43 第1の辺の垂直二等分線 51 スクリュー釘 1 Bracing brackets 2 Bracings 3 Pillars (vertical materials) 4 Bases (horizontal materials) 5 Beams (horizontal materials) 6 Wall foundation board 11 First side 21 First apex angle 12 Second side 22 Second apex angle 13 Third side 23 Third apex angle 14 Fourth side 24 Fourth apex angle 15 Fifth side 25 Fifth apex angle 16 Sixth side 26 Sixth apex angle 31 , 32 Nail hole 33 Small hole for positioning 41, 42 Virtual line 43 Vertical bisector of the first side 51 Screw nail

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 木構造の建築物における筋かいを鉛直
材及び/または横架材に固定する筋かい固定金具であっ
て、 ほぼ六角形の金属板からなり、その六つの辺をそれぞれ
順に第1の辺、第2の辺、第3の辺、第4の辺、第5の
辺、第6の辺としたときに、第1の辺と第2の辺とに挟
まれる内角、及び第1の辺と第6の辺とに挟まれる内角
が135°以上150°以下であり、 第2の辺に沿った縁付近の位置、及び第6の辺に沿った
縁付近の位置に、鉛直材または横架材に該筋かい固定金
具を固着するための複数の釘孔を有し、 第1の辺と対向する第3の辺、第4の辺および第5の辺
から、該六角形の金属板の中央部にかけて、筋かいに固
定するための複数の釘孔を分散して有することを特徴と
する筋かい固定金具。
1. A bracing fixture for fixing a bracing in a wooden structure to a vertical member and / or a horizontal member, which is made of a substantially hexagonal metal plate, and the six sides of which are respectively arranged in order. When the first side, the second side, the third side, the fourth side, the fifth side, and the sixth side are defined, the interior angle between the first side and the second side, and the The interior angle between the first side and the sixth side is 135 ° or more and 150 ° or less, and the vertical angle is set at a position near the edge along the second side and a position near the edge along the sixth side. Having a plurality of nail holes for fixing the bracing fixture to a material or a horizontal member, and from the third side, the fourth side and the fifth side facing the first side, the hexagon Brace fixing metal fittings characterized by having a plurality of nail holes dispersed for fixing to brace to the central part of the metal plate.
【請求項2】 請求項1に記載の筋かい固定金具にお
いて、 上記ほぼ六角形の金属板の、第1の辺と第4の辺、第2
の辺と第5の辺、及び第3の辺と第6の辺は、それぞれ
平行であり、等しい長さを有することを特徴とする筋か
い固定金具。
2. The bracing fixture according to claim 1, wherein the substantially hexagonal metal plate has a first side, a fourth side, and a second side.
And a fifth side, and a third side and a sixth side are parallel to each other and have the same length.
【請求項3】 請求項2に記載の筋かい固定金具にお
いて、 前記金属板の外周の形状および釘孔の配置は、前記第1
の辺の垂直二等分線に関して対称であり、 前記金属板の外周の形状は、第2の辺と第3の辺との間
の頂角および第5の辺と第6の辺との間の頂角を通る線
に関しても対称であることを特徴とする筋かい固定金
具。
3. The bracing fixture according to claim 2, wherein the outer shape of the metal plate and the arrangement of the nail holes are the first one.
Is symmetrical with respect to the vertical bisector of the side, and the shape of the outer periphery of the metal plate is such that the apex angle between the second side and the third side and between the fifth side and the sixth side. Brace fixing metal fittings characterized by being symmetric with respect to the line passing through the apex angle.
JP27972094A 1994-10-20 1994-10-20 Bracing fixture Expired - Lifetime JP3327707B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27972094A JP3327707B2 (en) 1994-10-20 1994-10-20 Bracing fixture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27972094A JP3327707B2 (en) 1994-10-20 1994-10-20 Bracing fixture

Publications (2)

Publication Number Publication Date
JPH08120778A true JPH08120778A (en) 1996-05-14
JP3327707B2 JP3327707B2 (en) 2002-09-24

Family

ID=17614943

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27972094A Expired - Lifetime JP3327707B2 (en) 1994-10-20 1994-10-20 Bracing fixture

Country Status (1)

Country Link
JP (1) JP3327707B2 (en)

Also Published As

Publication number Publication date
JP3327707B2 (en) 2002-09-24

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