JP2554853Y2 - Tightening metal fittings for construction - Google Patents
Tightening metal fittings for constructionInfo
- Publication number
- JP2554853Y2 JP2554853Y2 JP3127593U JP3127593U JP2554853Y2 JP 2554853 Y2 JP2554853 Y2 JP 2554853Y2 JP 3127593 U JP3127593 U JP 3127593U JP 3127593 U JP3127593 U JP 3127593U JP 2554853 Y2 JP2554853 Y2 JP 2554853Y2
- Authority
- JP
- Japan
- Prior art keywords
- present
- reinforcing
- construction
- edge
- lower edge
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【０００１】[0001]
【産業上の利用分野】本考案は、建築物の施工におい
て、屋根の棟部におけるたる木の接合部分や、庇の付け
根部におけるたる木と柱との接合部分等、木材の接合部
分に締結して該接合部分を補強する建築用緊結補強金具
に関するものである。The present invention relates to the construction of buildings by fastening to the joints of wood, such as the joint of a rafter in the roof ridge and the joint of a rafter and a pillar at the base of an eave. The present invention relates to an architectural tie-down metal fitting for reinforcing the joint.
【０００２】[0002]
【従来の技術】従来より、屋根の棟部や庇の付け根部等
において、たる木とたる木、或いはたる木と柱等の木材
の接合部分を補強するために、該接合部を補強金具で緊
結していた。2. Description of the Related Art Conventionally, in order to reinforce a joint portion between a tree such as a rafter and a bark, or a rafter and a pillar, at a roof ridge or a base of an eave, the joint is tied with a reinforcing metal. Was.
【０００３】[0003]
【考案が解決しようとする課題】しかしながら、建築物
の屋根や庇の勾配は、通常、屋根の大きさ、屋根材の種
類、及びその地域の気候等を考慮して決められるため、
たる木の組まれ方も所望の屋根勾配に応じて異なる角度
で組まれている。このため、従来からの補強金具を用い
て、さまざまな角度に組まれたたる木の接合部分を補強
するためには、そのたる木の組まれた角度に対応する形
状に加工された補強金具を使い分ける必要があった。[Problems to be solved by the invention] However, the slope of the roof or eaves of a building is usually determined in consideration of the size of the roof, the type of roofing material, the climate of the area, and the like.
The manner in which the rafters are braided is also braided at different angles depending on the desired roof slope. For this reason, in order to reinforce the joints of rafters assembled at various angles using conventional reinforcing brackets, it is necessary to use reinforcing brackets that are processed into shapes corresponding to the assembled angle of the rafters was there.
【０００４】本考案は上記の問題を解決するためになさ
れたものであり、一つの補強金具でもって、さまざまな
角度で組まれた木材を緊結して、木材の接合部を補強す
ることができる建築用緊結補強金具を提供することを目
的とする。The present invention has been made in order to solve the above-mentioned problem, and it is possible to reinforce a joint portion of wood by binding wood assembled at various angles with a single reinforcing metal. It is an object of the present invention to provide a tie-down reinforcement fitting for a building.
【０００５】[0005]
【課題を解決するための手段】本考案の建築用緊結補強
金具は、木造建築物の施工に際し木材の接合部分に緊結
して該接合部分を補強する補強金具であって、左部材片
の上縁と下縁、及び右部材片の上縁と下縁が、異なる角
度で傾斜していることを特徴とする。SUMMARY OF THE INVENTION The present invention relates to a reinforcing metal fitting for a building, which is a reinforcing metal fitting to a joining portion of a wood to reinforce the joining portion when a wooden building is constructed. The edge and the lower edge, and the upper edge and the lower edge of the right piece are inclined at different angles.
【０００６】[0006]
【実施例】以下、本考案の実施例を図面に基づき説明す
る。尚、図１は本考案建築用緊結補強金具１の一例を示
す平面図である。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a plan view showing an example of the tie-up reinforcement 1 for architectural design of the present invention.
【０００７】本考案緊結補強金具１は、鉄板、各種鋼
板、アルミニウム板、ステンレス鋼板、亜鉛メッキ鉄板
等、曲げや切削等の加工に適し、剛性が比較的高くねじ
れ等の外力に強い等、建築材としての使用に充分耐え得
る金属板をプレス加工等の適宜手段によって一体的に得
ることができる。尚、本考案緊結補強金具１には、図示
するように複数の釘穴４、４、４、・・・が所定箇所に
穿設されている。The binding reinforcement 1 of the present invention is suitable for processing such as bending, cutting, etc. of iron plates, various steel plates, aluminum plates, stainless steel plates, galvanized iron plates, etc., and has relatively high rigidity and is resistant to external forces such as torsion. A metal plate that can sufficiently withstand use as a material can be integrally obtained by appropriate means such as press working. In addition, a plurality of nail holes 4, 4, 4,...
【０００８】また、本考案金具１は、図示するように左
部材片２と右部材片３のそれぞれにおいて、上縁２ａと
下縁２ｂ、及び上縁３ａと下縁３ｂの傾斜角度が異なっ
ており、左右両端に向かって先細り状に形成された略ヘ
字型の形状をしている。In addition, as shown in the drawing, the metal fitting 1 of the present invention has a left member 2 and a right member 3 in which the upper edge 2a and the lower edge 2b and the upper edge 3a and the lower edge 3b have different inclination angles. It has a substantially F-shaped shape tapered toward both left and right ends.
【０００９】本考案において、左部材片２の上縁２ａ傾
斜角度と右部材片３の上縁３ｂ傾斜角度とは、同じ角度
であっても異なる角度であっても良く、同様に、左部材
片２の下縁２ｂ傾斜角度と右部材片３の下縁３ｂ傾斜角
度も同じであっても異なっていても良いが、本考案補強
金具１は、上記したように左右の各部材片２、３におい
て、上縁２ａと下縁２ｂ、上縁３ａと下縁３ｂとが異な
る角度で傾斜するように形成した点が重要である。この
ため、図２及び図３に示すように、屋根勾配に応じた角
度で組まれたたる木５や柱７等の木材の接合部分に、本
考案の補強金具１を緊結して該接合部分を補強する際、
緊結補強金具１が木材の側面からはみ出すことなく同一
の金具１でもって、様々な角度で組まれた木材の接合部
分を補強することができる。尚、図中６は棟木を表して
いる。In the present invention, the inclination angle of the upper edge 2a of the left member 2 and the inclination angle of the upper edge 3b of the right member 3 may be the same or different. Although the lower edge 2b inclination angle of the piece 2 and the lower edge 3b inclination angle of the right member piece 3 may be the same or different, the reinforcing metal fitting 1 of the present invention is, as described above, the left and right member pieces 2, 3 is that the upper edge 2a and the lower edge 2b and the upper edge 3a and the lower edge 3b are formed to be inclined at different angles. Therefore, as shown in FIGS. 2 and 3, the reinforcing bracket 1 of the present invention is tightly connected to a joining portion of wood such as a rafter 5 or a pillar 7 assembled at an angle corresponding to the roof gradient, and the joining portion is joined. When reinforcing,
It is possible to reinforce the joint portions of the wood assembled at various angles with the same metal fitting 1 without the binding reinforcement 1 protruding from the side of the wood. In the figure, reference numeral 6 denotes a purlin.
【００１０】本考案緊結補強金具１は、左右非対称の形
状であるのが好ましく、このような形状とすることによ
って、同一の補強金具１でもって接合部分を補強するこ
とが可能な木材の接合角度の適応範囲を広くすることが
できる。特に、図３に示すような庇の付け根部におい
て、その接合部分を補強する際に適応可能な角度範囲が
広くなる。It is preferable that the reinforcing metal fittings 1 of the present invention have an asymmetrical shape in the left and right directions. With such a shape, the joining angle of the wood can be increased by using the same reinforcing metal fittings. Can be broadened. In particular, at the base of the eaves as shown in FIG. 3, the range of angles that can be applied when reinforcing the joint is widened.
【００１１】次に、本考案緊結補強金具１の好ましい態
様における、該緊結補強金具１の寸法を図１に基づき説
明する。Next, in the preferred embodiment of the present invention, the dimensions of the binding reinforcement 1 will be described with reference to FIG.
【００１２】本考案緊結補強金具１は、その横幅ｘが４
８０ｍｍ、縦幅ｙが１８０ｍｍ、そして左部材片２の横
幅ａと右部材片３の横幅ｂとの比がａ：ｂ＝９：７であ
るのが好ましく、また左上縁２ａ及び右上縁３ａの傾斜
角度は６寸勾配、左下縁２ｂ及び右下縁３ｂの傾斜角度
は４寸勾配であるのが好ましい。In the present invention, the binding reinforcement 1 has a width x of 4
Preferably, the ratio of the width a of the left member 2 to the width b of the right member 3 is a: b = 9: 7, and the upper left edge 2a and the upper right edge 3a It is preferable that the inclination angle is 6 degrees, and the inclination angle of the lower left edge 2b and the lower right edge 3b is 4 degrees.
【００１３】上記の如き寸法で本考案緊結補強金具１を
成形すると、屋根の棟部において組まれた太さｄ1 ７２
ｍｍのたる木５の接合部分に補強金具１を緊結する場
合、図２に示すように、たる木５の側面から補強金具１
がはみ出すことなく同一の金具１でもって、４寸勾配〜
６寸勾配の屋根勾配に対応して組まれたたる木５の接合
部分を補強することができる。また、図３に示すように
庇の付け根部において太さｄ2 １０５ｍｍの柱７と太さ
ｄ1 ７２ｍｍのたる木５との接合部分に緊結する場合で
あっても、上記した場合と同一の金具１でもって、３寸
勾配〜矩勾配の傾斜に対応することができる。尚、図２
（ａ）、（ｂ）、（ｃ）は、それぞれ屋根勾配が４寸勾
配、５寸勾配、６寸勾配である屋根の棟部におけるたる
木５の接合部分に、本考案建築用緊結補強金具１を緊結
した状態を示している。また、図３は、庇の付け根部に
おけるたる木５と柱７との接合部分に、本考案建築用緊
結補強金具１を緊結した状態を示す説明図であって、図
中実線で表したたる木５は３寸勾配で柱に取り付けられ
たものを示しており、２点鎖線で表したたる木５は矩勾
配で柱に取り付けられたものを示している。When the fastening metal fitting 1 of the present invention is formed with the dimensions as described above, the thickness d 1 72 assembled at the ridge of the roof is obtained.
When the metal fitting 1 is fastened to the joint part of the rafter 5 mm, as shown in FIG.
With the same metal fitting 1 without protruding, 4 inch gradient ~
It is possible to reinforce the joints of the rafters 5 assembled corresponding to the roof gradient of 6 dimensions. Further, even when the Tightened the junction between rafters 5 Thickness d 2 105 mm column 7 and thickness d 1 72 mm of the base of the eaves as shown in FIG. 3, the same metal as the case described above With 1, it is possible to cope with a gradient of three dimensions to a rectangular gradient. FIG.
(A), (b), and (c) show the binding reinforcement metal fittings 1 for the construction of the present invention at the joints of the rafters 5 in the roof ridges where the roof slopes are 4-, 5-, and 6-dimensions, respectively. Shows a tight state. FIG. 3 is an explanatory view showing a state in which the tying-up reinforcement 1 for architectural design of the present invention is tied to the joint between the rafter 5 and the column 7 at the base of the eaves. Indicates a tree attached to a pillar with a three-dimensional gradient, and a tree 5 shown by a two-dot chain line indicates a tree attached to a pillar with a rectangular gradient.
【００１４】尚、本考案緊結補強金具１の寸法は上記し
た寸法に限定されるものではなく、木材の寸法や材質等
に応じて適宜選択することが可能であり、これによって
同一の金具１で対応することができる角度範囲を任意に
設定することができる。Incidentally, the dimensions of the tie-up metal fitting 1 of the present invention are not limited to the above-mentioned dimensions, but can be appropriately selected according to the size and material of the wood. The angle range that can be handled can be set arbitrarily.
【００１５】また、以上の如き本考案緊結補強金具１
は、屋根の棟部におけるたる木５の接合部分や、庇の付
け根部におけるたる木５と柱７との接合部分を補強する
場合に限らず、その他の場合においても木材の接合部分
を補強するために、該補強部分に緊結して用いることが
できる。Further, as described above, the present invention's binding reinforcing fitting 1
In order to reinforce the joints of the timber 5 in the ridge of the roof and the joints between the rafters 5 and the pillars 7 at the base of the eaves, but also in other cases, , Can be used in tight connection with the reinforcing portion.
【００１６】[0016]
【考案の効果】本考案の緊結補強金具は上記の如き構成
を有するので、同一の緊結補強金具でもって該緊結補強
金具が木材の側面からはみ出すことなく、様々な角度で
組まれた木材の接合部分を補強することができる。[Effects of the Invention] Since the binding reinforcement of the present invention has the above-mentioned configuration, it is possible to join the timber assembled at various angles with the same binding reinforcement without protruding from the side of the wood. Parts can be reinforced.
【図１】本考案建築用緊結補強金具の一例を示す平面図
である。FIG. 1 is a plan view showing an example of a tie-down reinforcement for architectural use of the present invention.
【図２】本考案建築用緊結補強金具を屋根の棟部におけ
るたる木の接合部分に緊結した状態を示す説明図であ
る。FIG. 2 is an explanatory view showing a state in which the present invention's tie-down reinforcement fitting for building is tied to a joint of a rafter in a roof ridge.
【図３】本考案建築用緊結補強金具を庇の付け根部にお
けるたる木と柱との接合部分に緊結した状態を示す説明
図である。FIG. 3 is an explanatory view showing a state in which the present invention's architectural tie-down reinforcement is tied to the joint between the rafter and the column at the base of the eaves.
１ 緊結補強金具 ２ 左部材片 ２ａ 上縁 ２ｂ 下縁 ３ 右部材片 ３ａ 上縁 ３ｂ 下縁 DESCRIPTION OF SYMBOLS 1 Tightening reinforcement metal fitting 2 Left member piece 2a Upper edge 2b Lower edge 3 Right member piece 3a Upper edge 3b Lower edge
Claims (1)
緊結して該接合部分を補強する補強金具であって、左部
材片の上縁と下縁、及び右部材片の上縁と下縁が、異な
る角度で傾斜していることを特徴とする建築用緊結補強
金具。Claims: 1. A reinforcing metal fitting for joining a timber at the time of construction of a wooden building to reinforce the joining part, comprising: an upper edge and a lower edge of a left member, and an upper edge and a lower edge of a right member. An architectural tie-down fitting, characterized in that the edges are inclined at different angles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3127593U JP2554853Y2 (en) | 1993-05-19 | 1993-05-19 | Tightening metal fittings for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3127593U JP2554853Y2 (en) | 1993-05-19 | 1993-05-19 | Tightening metal fittings for construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0683857U JPH0683857U (en) | 1994-12-02 |
| JP2554853Y2 true JP2554853Y2 (en) | 1997-11-19 |
Family
ID=12326781
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3127593U Expired - Fee Related JP2554853Y2 (en) | 1993-05-19 | 1993-05-19 | Tightening metal fittings for construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2554853Y2 (en) |
-
1993
- 1993-05-19 JP JP3127593U patent/JP2554853Y2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0683857U (en) | 1994-12-02 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |