JPH0810088Y2 - Structure of timber joint in building structure - Google Patents

Structure of timber joint in building structure

Info

Publication number
JPH0810088Y2
JPH0810088Y2 JP14545989U JP14545989U JPH0810088Y2 JP H0810088 Y2 JPH0810088 Y2 JP H0810088Y2 JP 14545989 U JP14545989 U JP 14545989U JP 14545989 U JP14545989 U JP 14545989U JP H0810088 Y2 JPH0810088 Y2 JP H0810088Y2
Authority
JP
Japan
Prior art keywords
joint
horizontal member
concave
horizontal
shape
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 - Lifetime
Application number
JP14545989U
Other languages
Japanese (ja)
Other versions
JPH0384302U (en
Inventor
和夫 加瀬
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.)
Ibiden Co Ltd
Original Assignee
Ibiden 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 Ibiden Co Ltd filed Critical Ibiden Co Ltd
Priority to JP14545989U priority Critical patent/JPH0810088Y2/en
Publication of JPH0384302U publication Critical patent/JPH0384302U/ja
Application granted granted Critical
Publication of JPH0810088Y2 publication Critical patent/JPH0810088Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] この考案は、建築構造における木材接合部の構造、特
に、一方の横架材の端部に凸部を、他方の横架材の側部
に凹部をそれぞれ機械プレカット加工し、前記凸部を前
記凹部に嵌合して両横架材を水平状にT字形接合する建
築構造における木材接合部の構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial application] The present invention relates to the structure of a wood joint in a building structure, in particular, a convex portion at one end of a horizontal member and a side portion of the other horizontal member. The present invention relates to a structure of a wood joint portion in a building structure in which concave portions are respectively machine pre-cut, and the convex portions are fitted into the concave portions to horizontally join both horizontal members in a T-shape.

[従来の技術] 最近、建築構造材の加工の精密化と省力化のために、
機械プレカット加工が行われており、一方の横架材の端
部の凸部を他方の横架材の側部の凹部に嵌合して両横架
材を水平状にT字形接合する際の両横架材の加工にも採
用されている。
[Prior Art] Recently, in order to improve the precision and labor saving of building structural materials,
Machine pre-cut processing is performed, and when the convex part of the end of one horizontal member is fitted into the concave part of the side of the other horizontal member, both horizontal members are joined in a T-shape horizontally. It is also used for processing both horizontal materials.

[考案が解決しようとする課題] 機械プレカット加工においては、全く均一な加工が施
されるので、木材によっては部分的に、または全体的に
加工面に近い部分の繊維を傷められることがある。
[Problems to be Solved by the Invention] In the mechanical pre-cutting process, since a completely uniform process is performed, some wood may partially or wholly damage the fibers in the part close to the processed surface.

また、機械プレカット加工においては、木材の部分的
な相違、例えば硬質部か軟質部か、節目の有無などには
殆ど考慮を払われていないので、均一な加工形状は得ら
れるものの接合部において局部的に応力の集中する部分
が発生し易く(例えば硬質部に応力が集中する)、局所
的な損傷をもたらすことがあるという問題点があった。
Also, in mechanical precutting, little consideration is given to partial differences in wood, such as hard or soft parts, and the presence or absence of knots, so even if a uniform processed shape can be obtained, it is possible to achieve local processing at the joint. There is a problem in that a portion where stress is concentrated is easily generated (for example, stress is concentrated in a hard portion), which may cause local damage.

この考案は、このような問題点を解消するためになさ
れたもので、T字形接合する横架材の凸部と凹部を機械
プレカット加工しても局部的に損傷することがなく、ひ
いては耐力の大きい建築構造における木材接合部の構造
を提供することを目的としている。
The present invention has been made in order to solve such a problem, and it does not cause local damage even if the convex portion and the concave portion of the horizontal member to be joined in a T-shape are mechanically pre-cut, and thus the proof stress is not increased. It is intended to provide a structure of wood joints in large building structures.

[課題を解決するための手段] 上記目的を達成するために、この考案は、一方の横架
材の端部に凸部を、他方の横架材の側部に凹部をそれぞ
れ機械プレカット加工し、前記凸部を前記凹部に嵌合し
て両横架材を水平状にT字形接合する建築構造における
木材接合部の構造において、前記凹部の形状と合致する
外形面を有する薄板金物を前記凹部と前記凸部の接合部
に介在させたものである。
[Means for Solving the Problems] In order to achieve the above object, the present invention mechanically pre-cuts a convex portion on an end portion of one horizontal member and a concave portion on a side portion of the other horizontal member. In a structure of a wood joining portion in a building structure in which the convex portion is fitted in the concave portion and both horizontal members are joined in a T shape horizontally, the thin metal plate having an outer surface matching the shape of the concave portion is formed into the concave portion. And the convex portion is interposed at the joint portion.

[作用] 凹部の形状と合致する外形面を有する薄板金物は、凸
部から局部的な集中応力を受けても、その集中応力を分
散して凹部に伝える作用をなし、凹部が局部的に損傷さ
れることもなく、接合部全体の強度あるいはせん断耐力
を向上させることとなる。
[Operation] A thin sheet metal product having an outer surface that matches the shape of the recess has a function of dispersing and transmitting the concentrated stress to the recess even if the concentrated stress is locally applied from the protrusion, and the recess is locally damaged. Without being done, the strength or shear strength of the entire joint is improved.

[実施例」 以下、この考案の実施例を図に示されたT字形接合す
る建築構造における木材接合部について説明する。
[Embodiment] An embodiment of the present invention will be described below with reference to a timber joint portion in a T-shaped joint construction structure shown in the drawings.

第1図および第2図はT字形接合において最も基本的
な構造である腰掛け蟻仕口を示し、掛け木である一方の
横架材1の端部には凸部2が機械プレカット加工によっ
て形成され、受け木となる他方の横架材3の側部には凸
部2に対応する凹部4が機械プレカット加工により形成
され、両方の横架材1,3は凸部2を凹部4に嵌合するこ
とによつて接合されている。凸部2には、腰掛けオス部
2a、蟻オス部2bが段階的に形成され、これに対応して、
凹部4には、腰掛けメス部4a、蟻メス部4bが形成されて
いる。
FIG. 1 and FIG. 2 show a perforated dovetail joint, which is the most basic structure in T-shaped joining, and a convex portion 2 is formed by mechanical precutting at the end of one horizontal member 1 which is a hanging tree. Then, the concave portion 4 corresponding to the convex portion 2 is formed on the side portion of the other horizontal member 3 to be the receiving tree by the mechanical pre-cutting process, and the convex portions 2 are fitted into the concave portion 4 on both the horizontal members 1 and 3. They are joined by joining. The convex portion 2 has a male part for sitting down.
2a and ant male part 2b are formed in stages, and correspondingly,
In the concave portion 4, a sitting female portion 4a and a dovetail female portion 4b are formed.

凸部2と凹部4との間には、薄板金物5が介在してお
り、薄板金物5の外形は、第2図に示されるように、凹
部の形状と合致している。
A thin sheet metal article 5 is interposed between the convex portion 2 and the concave section 4, and the outer shape of the thin sheet metal article 5 matches the shape of the concave section as shown in FIG.

薄板金物5は鋼板をプレス加工したものであるが、蟻
メス部5bを有するような複雑な形状のものは、例えば蟻
メス部5bのみを別途成形してから溶接して製造すること
ができる。また、薄板金物5は、強度を高める目的で接
着剤などの固着手段によって凹部4に固着しても良い。
The thin metal plate 5 is formed by pressing a steel plate, but a complicated shape having the dovetail part 5b can be manufactured by separately forming only the dovetail part 5b and then welding. Further, the thin metal plate 5 may be fixed to the recess 4 by a fixing means such as an adhesive for the purpose of increasing the strength.

接合部において横架材1にかかる荷重Wは、横架材2
の腰掛けメス部4aによって支えられ、第4図に示される
ように、その荷重Wが1点に集中する(反力P′)場合
には、この腰掛けメス部4aがその部分で局部的に損傷さ
れることとなる。しかしながら、腰掛けメス部4aおよび
蟻メス部4bに一体の薄板金物5が嵌入してある場合に
は、第3図に示されるように、薄板金物5の剛性によつ
て荷重Wが分散して受けられる(垂直反力:P1+P2+・
・・+Pi-1とPi+Pi+1+・・・+Pnの和)こととなる。
The load W applied to the horizontal member 1 at the joint is
When the load W concentrates on one point (reaction force P ′) as shown in FIG. 4 while being supported by the stool female portion 4a, the stool female portion 4a is locally damaged at that portion. Will be done. However, when the thin sheet metal article 5 integrated with the stool female portion 4a and the dovetail female portion 4b is fitted, as shown in FIG. 3, the load W is dispersed and received due to the rigidity of the thin sheet metal article 5. (Vertical reaction force: P 1 + P 2 + ・
.. + P i-1 and P i + P i + 1 + ... + P n ).

したがって、機械プレカット加工により凸部2が形成
され、局所的に硬質部が凸部2に存在するとしても凹部
4が局所的に損傷を受けることがなく、また、機械プレ
カット加工により凹部4の表面の繊維が多少傷められて
いても、それによる凹部4におけるせん断耐力の減少を
補なうことができる。
Therefore, the convex portion 2 is formed by the mechanical precut processing, and even if the hard portion is locally present in the convex portion 2, the concave portion 4 is not locally damaged, and the surface of the concave portion 4 is formed by the mechanical precut processing. Even if some of the fibers are damaged, it is possible to compensate for the decrease in the shear strength of the concave portion 4 due to the damage.

なお、薄板金物5は、凹部4の形状に合せて加工され
るので多数の折曲部を有し、かつ、その空所には凸部2
を受け入れることとなるので、通常の建築構造における
接合においては1mm程度の厚さで充分の剛性を有し、変
形の恐れはないが、木材の材質、建築規模などによって
数mmの厚さのものを必要とすることがある。
Since the thin metal plate 5 is processed in accordance with the shape of the concave portion 4, it has a large number of bent portions, and the convex portion 2 is formed in the void.
Therefore, in the case of joining in a normal building structure, a thickness of about 1 mm has sufficient rigidity and there is no fear of deformation, but a thickness of several mm depending on the material of the wood, the scale of construction, etc. May be required.

薄板金物5による別の効果は、横架材1を凹部4に嵌
合する際に凸部2との間の摩擦抵抗が少なくなり、その
組立てが容易となることである。
Another effect of the thin metal plate 5 is that the friction resistance between the horizontal member 1 and the convex portion 2 when the horizontal member 1 is fitted into the concave portion 4 is small, and the assembling thereof is easy.

[考案の効果] この考案によれば、横架材の側部の凹部の形状と合致
する外形を有する薄板金物を、凹部と一方の横架材の端
部の凸部の接合部に介在させたので、凸部からの局部的
な集中応力を分散して凹部に伝えることができ、木材の
部分的な材質の相違に考慮を払うことのない機械プレカ
ット加工をしたものにおいても、接合部全体の強度ある
いはせん断耐力を平均的に向上させることができる。し
たがつて、機械プレカット加工をした木材の接合部の安
全を極めて高めることができる。
[Effect of the Invention] According to the present invention, a thin metal plate having an outer shape that matches the shape of the recess on the side of the horizontal member is interposed between the recess and the protrusion of the end of one horizontal member. Therefore, localized concentrated stress from the convex part can be dispersed and transmitted to the concave part, and even if the machine pre-cut processing that does not consider the partial difference in the material of the wood, the entire joint part is It is possible to improve the strength or shear proof strength on average. Therefore, the safety of the joint portion of the wood subjected to the mechanical pre-cut processing can be extremely enhanced.

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

第1図はこの考案の実施例を示す木材接合部の要部斜視
図、第2図は同じく木材接合部の分解斜視図、第3図は
同じく木材接合部の荷重支持の状態説明図、第4図は従
来の木材接合部の荷重支持の状態説明図である。 1,3……横架材、2……凸部、2a……腰掛けオス部、2b
……蟻オス部、4……凹部、4a……腰掛けメス部、4b…
…蟻メス部、5……薄板金物、5a……腰掛けメス部、5b
……蟻メス部。
FIG. 1 is a perspective view of an essential part of a wood joining portion showing an embodiment of the present invention, FIG. 2 is an exploded perspective view of the wood joining portion, and FIG. 3 is an explanatory view of a load supporting state of the wood joining portion. FIG. 4 is an explanatory view of a load supporting state of a conventional wood joining portion. 1,3 …… Horizontal material, 2 …… Convex part, 2a …… Sit male part, 2b
...... Ant male part, 4 ...... recessed part, 4a ...... sit female part, 4b ...
… Ant female part, 5 …… Sheet metal part, 5a …… Sit female part, 5b
…… Arimes part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】一方の横架材の端部に凸部を、他方の横架
材の側部に凹部をそれぞれ機械プレカット加工し、前記
凸部を前記凹部に嵌合して両横架材を水平状にT字形接
合する建築構造における木材接合部の構造において、前
記凹部の形状と合致する外形を有する薄板金物を前記凹
部と前記凸部の接合部に介在させたことを特徴とする建
築構造における木材接合部の構造。
1. A horizontal pre-cut material is formed by mechanically pre-cutting a convex portion on one end of one horizontal member and a concave portion on the side of the other horizontal member, and fitting the convex portion into the concave portion. In the structure of the timber joint portion in the T-shaped horizontal joint structure, a thin metal plate having an outer shape matching the shape of the recess is interposed at the joint between the recess and the protrusion. Structure of timber joints in structure.
JP14545989U 1989-12-19 1989-12-19 Structure of timber joint in building structure Expired - Lifetime JPH0810088Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14545989U JPH0810088Y2 (en) 1989-12-19 1989-12-19 Structure of timber joint in building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14545989U JPH0810088Y2 (en) 1989-12-19 1989-12-19 Structure of timber joint in building structure

Publications (2)

Publication Number Publication Date
JPH0384302U JPH0384302U (en) 1991-08-27
JPH0810088Y2 true JPH0810088Y2 (en) 1996-03-27

Family

ID=31692094

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14545989U Expired - Lifetime JPH0810088Y2 (en) 1989-12-19 1989-12-19 Structure of timber joint in building structure

Country Status (1)

Country Link
JP (1) JPH0810088Y2 (en)

Also Published As

Publication number Publication date
JPH0384302U (en) 1991-08-27

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