JP3017419U - Wooden building - Google Patents

Wooden building

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Publication number
JP3017419U
JP3017419U JP1995003863U JP386395U JP3017419U JP 3017419 U JP3017419 U JP 3017419U JP 1995003863 U JP1995003863 U JP 1995003863U JP 386395 U JP386395 U JP 386395U JP 3017419 U JP3017419 U JP 3017419U
Authority
JP
Japan
Prior art keywords
base
horizontal member
pillar
column
tenon
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
JP1995003863U
Other languages
Japanese (ja)
Inventor
寛 坂田
Original Assignee
大和団地株式会社
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 大和団地株式会社 filed Critical 大和団地株式会社
Priority to JP1995003863U priority Critical patent/JP3017419U/en
Application granted granted Critical
Publication of JP3017419U publication Critical patent/JP3017419U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】柱が接続される位置において土台や梁などの横
架材に対し別の横架材が直角に存在するような場合で
も、柱と横架材を緊結することができるようにする。 【構成】土台11とこの土台11の上方で土台11に対
し平行に位置する梁16との間に鉛直方向に向く柱12
が位置し、この柱12の下端に形成されたほぞ13が土
台11に形成されたほぞ孔14に差し込まれるととも
に、柱12の上端に形成されたほぞ15が梁16に形成
されたほぞ孔17に差し込まれ、前記柱12が接続され
る位置において土台11,梁16に対し別の土台18や
梁19が直角に接続されてなる木造建築物であって、柱
12と土台11および梁16との接続部において柱12
の長さ方向端部側面に門形の緊結金具20を重ねて釘2
1などにより固定するとともに前記緊結金具20を土台
11および梁16にまたがらして土台18および梁19
の側面に重ねて釘21などにより固定した。
(57) [Summary] [Purpose] To tightly connect the column and the horizontal member even if another horizontal member is present at a right angle to the horizontal member such as the base or beam at the position where the column is connected. To be able to [Structure] A column 12 vertically oriented between a base 11 and a beam 16 located above the base 11 and parallel to the base 11.
And the tenon 13 formed at the lower end of the pillar 12 is inserted into the tenon hole 14 formed in the base 11, and the tenon 15 formed at the upper end of the pillar 12 is formed in the beam 16. Is a wooden structure in which another base 18 or a beam 19 is connected at a right angle to the base 11 and the beam 16 at a position where the pillar 12 is connected to the base 12, and the pillar 12 and the base 11 and the beam 16 are connected to each other. Pillar 12 at the connection part of
The nail-shaped binding metal fitting 20 is piled up on the side surface of the end in the length direction of the nail 2
1 and the like, and at the same time, the binding metal fitting 20 is spread over the base 11 and the beam 16 so that the base 18 and the beam 19
It was piled up on the side surface and fixed with nails 21 or the like.

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は木造建築物に関するものである。 The present invention relates to a wooden building.

【0002】[0002]

【従来の技術】[Prior art]

従来から知られている木造建築物において、例えば土台とその上方に位置する 梁との間に鉛直方向に立設された柱は土台および梁に対して図3に示すように緊 結されている。即ち、図3において、柱1は上下両端に形成されたほぞ(図示せ ず)が土台2および梁3に形成されたほぞ孔(図示せず)に差し込まれた状態で 、柱1の下端および上端が土台2および梁3に対しそれぞれ外側面からコの字形 のかすがい4を打ち込むことにより緊結されている。 In a conventionally known wooden building, for example, a column vertically erected between a base and a beam located above the base is tightly connected to the base and the beam as shown in FIG. . That is, in FIG. 3, the pillar 1 has the tenons (not shown) formed at the upper and lower ends inserted into the mortise holes (not shown) formed in the base 2 and the beam 3, respectively. The upper ends are tightly connected to the base 2 and the beams 3 by driving U-shaped braces 4 from the outer side.

【0003】 ところが、前記かすがい4の使用できる箇所には制限があり、例えば図4二点 鎖線で示すように柱1が接続される位置において土台2や梁3に対し別の土台5 や梁6が直角に存在するような場合、柱1と土台2,梁3をかすがい4を打ち込 んで緊結することができないという問題があった。However, there are restrictions on the places where the above-mentioned braces 4 can be used. For example, at the position where the pillar 1 is connected as shown by the chain double-dashed line in FIG. When 6 is present at a right angle, there is a problem that the pillar 1 and the base 2 and the beam 3 cannot be fastened to each other by driving in the bracing 4.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

本考案はこのような問題を解決するもので、柱が接続される位置において土台 や梁などの横架材に対し別の横架材が直角に存在するような場合でも、柱と横架 材を緊結することができるようにすることを目的とするものである。 The present invention solves such a problem. Even when a horizontal member such as a base or a beam is present at a right angle to another horizontal member at the position where the pillar is connected, the pillar and the horizontal member are connected. The purpose is to be able to bind together.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

この課題を解決するために本考案は、下側の横架材とこの横架材の上方でこの 横架材に対し平行に位置する上側の横架材との間に鉛直方向に向く柱が位置し、 この柱の下端に形成されたほぞが下側の横架材に形成されたほぞ孔に差し込まれ るとともに、この柱の上端に形成されたほぞが上側の横架材に形成されたほぞ孔 に差し込まれ、前記柱が接続される位置において前記上下の少なくとも何れかの 横架材に対し別の横架材が直角に接続されてなる木造建築物であって、柱と横架 材との接続部において柱の長さ方向端部側面に門形の緊結金具を重ねて釘などに より固定するとともに前記緊結金具を横架材にまたがらしてこの横架材に直角に 接続される別の横架材の側面に重ねて釘などにより固定してなることを要旨とす るものである。 In order to solve this problem, the present invention has a column vertically oriented between a lower horizontal member and an upper horizontal member which is located above the horizontal member and parallel to the horizontal member. The tenon formed at the lower end of this column is inserted into the tenon formed in the lower horizontal member, and the tenon formed at the upper end of this column is formed in the upper horizontal member. A wooden building in which another horizontal member is connected at a right angle to at least one of the upper and lower horizontal members at the position where the pillar is connected to the mortise and the pillar is connected to the horizontal member. At the connection part with the column, a gate-shaped binding metal fitting is piled up on the side surface of the end in the longitudinal direction of the column and fixed with nails, etc. The gist is that they are stacked on the side surface of another horizontal member and fixed with nails or the like.

【0006】[0006]

【作用】[Action]

この構成により、柱が接続される位置において横架材に対し別の横架材が直角 に存在するような場合でも、門形の緊結金具により柱と横架材を緊結することが でき、柱と横架材の接続部の強度を向上させることができる。 With this configuration, even when another horizontal member is present at a right angle to the horizontal member at the position where the column is connected, the column and the horizontal member can be tightly connected by the gate-shaped binding metal fittings. It is possible to improve the strength of the connecting portion of the horizontal member.

【0007】[0007]

【実施例】【Example】

以下、本考案の一実施例について、図面に基づいて説明する。 図1および図2において、コンクリートの基礎(図示せず)上に設けられた土 台11には鉛直方向に柱12が立設されている。柱12の下端に形成されたほぞ13は土 台11に形成されたほぞ孔14に差し込まれ、柱12の上端に形成されたほぞ15は梁16 に形成されたほぞ孔17に差し込まれる。前記柱12が接続される位置において前記 土台11や梁16に対し別の土台18,18や梁19,19が直角に接続されている。このよ うな場合、従来では土台11と柱12および柱12と梁16とをコの字形のかすがいで緊 結するのが不可能であったのに対し、本考案実施例では金属板を打ち抜き加工す るなどにより形成した門形の緊結金具20を用いるようにしており、これにより土 台11と柱12との緊結にあたっては緊結金具20の上半分部分を柱12の下端側面に重 ねて釘21あるいはビスなどにより固定し、また緊結金具20の下半分部分を土台11 にまたがらして土台18,18の側面に重ねて釘21あるいはビスなどにより固定して いる。また、柱12と梁16との緊結にあたっても同様で、この場合は緊結金具20を 上下逆に向け、緊結金具20の下半分部分を柱12の上端側面に重ねて釘21あるいは ビスなどにより固定し、また緊結金具20の上半分部分を梁16にまたがらして梁19 ,19の側面に重ねて釘21あるいはビスなどにより固定している。 An embodiment of the present invention will be described below with reference to the drawings. In FIGS. 1 and 2, pillars 12 are vertically provided on a base 11 provided on a concrete foundation (not shown). The tenon 13 formed at the lower end of the pillar 12 is inserted into a tenon hole 14 formed in the base 11, and the tenon 15 formed at the upper end of the pillar 12 is inserted in a tenon hole 17 formed in the beam 16. At the position where the pillar 12 is connected, another base 18, 18 and beams 19, 19 are connected to the base 11 and the beam 16 at right angles. In such a case, conventionally, it was impossible to bond the base 11 and the pillar 12 and the pillar 12 and the beam 16 with the U-shaped glue, but in the embodiment of the present invention, the metal plate is punched. A gate-shaped binding fitting 20 formed by squeezing is used so that when the base 11 and the pillar 12 are fastened, the upper half of the fastening fitting 20 is piled on the lower end side surface of the pillar 12 and nailed. It is fixed with 21 or screws, and the lower half part of the binding metal 20 is straddled on the base 11 and overlapped on the side surfaces of the bases 18, 18 and fixed with nails 21 or screws. The same applies when tightening the columns 12 and the beams 16, in which case the binding metal fittings 20 are turned upside down, and the lower half of the binding metal fittings 20 are stacked on the upper side of the pillars 12 and fixed with nails 21 or screws. Further, the upper half portion of the binding member 20 is straddled by the beam 16 and is stacked on the side surfaces of the beams 19 and 19 and fixed by nails 21 or screws.

【0008】 このように本実施例では、前記従来のように土台や梁に対し別の土台や梁が直 角に存在するような場合かすがいを使用することが不可能であったのに対し、土 台11や梁16に対し別の土台18,18や梁19,19が直角に存在する場合でも前記門形 の緊結金具20を使用して土台11と柱12および梁16と柱12の接続部の強度を向上さ せることができる。As described above, in the present embodiment, it is impossible to use the glazing in the case where another base or beam is present at a right angle to the base or beam as in the conventional case. Even if there are other bases 18 and 18 and beams 19 and 19 at right angles to the base 11 and beams 16, the gate-shaped binding members 20 are used to connect the bases 11 and columns 12 and the beams 16 and columns 12 to each other. The strength of the connection can be improved.

【0009】 ところで、図面に示す実施例では緊結金具20は柱12の上下両端一側部に設けら れているが、柱12の上下両端両側部に設けられていても良い。 また、以上述べた実施例では、土台11とその上方の梁16との間に位置する柱12 を緊結金具20により土台11および梁16に緊結した例を示しているが、2階以上の 上下に位置する梁と梁との間に位置する柱を前記梁に緊結する場合も同様にして 行なうことができる。By the way, in the embodiment shown in the drawings, the binding metal fittings 20 are provided on one side of the upper and lower ends of the column 12, but may be provided on both sides of the upper and lower ends of the column 12. Further, in the embodiment described above, an example is shown in which the pillar 12 positioned between the base 11 and the beam 16 above the base 11 is tightly connected to the base 11 and the beam 16 by the binding metal fitting 20. The same can be applied to the case where the column located between the beams and the column is tightly connected to the beam.

【0010】 さらに、土台11や梁16に対して別の土台18,18や梁19,19が直角に存在しない 箇所については緊結金具20による緊結は行なわない。Further, the fastening by the fastening metal fitting 20 is not performed on the place where the other foundations 18, 18 and the beams 19, 19 do not exist at right angles to the foundation 11 and the beams 16.

【0011】[0011]

【考案の効果】[Effect of device]

以上のように本考案によれば、柱が接続される位置において横架材に対し別の 横架材が直角に存在するような場合でも、門形の緊結金具により柱と横架材を緊 結することができ、柱と横架材の接続部の強度を向上させることができる。 As described above, according to the present invention, even when another horizontal member is present at a right angle with respect to the horizontal member at the position where the column is connected, the column-shaped metal fittings secure the column and the horizontal member. Therefore, the strength of the connection portion between the column and the horizontal member can be improved.

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

【図1】本考案の一実施例における木造建築物の要部拡
大正面図である。
FIG. 1 is an enlarged front view of a main part of a wooden building according to an embodiment of the present invention.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】従来例における木造建築物の要部拡大図であ
る。
FIG. 3 is an enlarged view of a main part of a wooden building in a conventional example.

【図4】図3のB−B断面図である。FIG. 4 is a sectional view taken along line BB of FIG.

【符号の説明】[Explanation of symbols]

11 土台 12 柱 13 ほぞ 14 ほぞ孔 15 ほぞ 16 梁 17 ほぞ孔 18 土台 19 梁 20 緊結金具 21 釘 11 Base 12 Pillar 13 Mortise 14 Mortise 15 Mortise 16 Beam 17 Mortise 18 Base 19 Beam 20 Fastener 21 Nail

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 下側の横架材とこの横架材の上方でこの
横架材に対し平行に位置する上側の横架材との間に鉛直
方向に向く柱が位置し、この柱の下端に形成されたほぞ
が下側の横架材に形成されたほぞ孔に差し込まれるとと
もに、この柱の上端に形成されたほぞが上側の横架材に
形成されたほぞ孔に差し込まれ、前記柱が接続される位
置において前記上下の少なくとも何れかの横架材に対し
別の横架材が直角に接続されてなる木造建築物であっ
て、柱と横架材との接続部において柱の長さ方向端部側
面に門形の緊結金具を重ねて釘などにより固定するとと
もに前記緊結金具を横架材にまたがらしてこの横架材に
直角に接続される別の横架材の側面に重ねて釘などによ
り固定してなることを特徴とする木造建築物。
1. A vertically oriented column is located between a lower horizontal member and an upper horizontal member that is located above the horizontal member and parallel to the horizontal member. The tenon formed at the lower end is inserted into the tenon hole formed in the lower horizontal member, and the tenon formed at the upper end of this pillar is inserted in the tenon hole formed in the upper horizontal member. A wooden building in which another horizontal member is connected at a right angle to at least one of the upper and lower horizontal members at the position where the pillar is connected, and at the connecting portion between the pillar and the horizontal member, A gate-shaped binding metal fitting is piled up on the side surface of the end in the length direction and fixed with nails, etc., and the side surface of another horizontal bridging material which is connected at right angles to this horizontal bridging material by straddling the binding metal fitting A wooden building characterized by being piled up and fixed with nails.
JP1995003863U 1995-04-26 1995-04-26 Wooden building Expired - Lifetime JP3017419U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995003863U JP3017419U (en) 1995-04-26 1995-04-26 Wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995003863U JP3017419U (en) 1995-04-26 1995-04-26 Wooden building

Publications (1)

Publication Number Publication Date
JP3017419U true JP3017419U (en) 1995-10-31

Family

ID=43152900

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995003863U Expired - Lifetime JP3017419U (en) 1995-04-26 1995-04-26 Wooden building

Country Status (1)

Country Link
JP (1) JP3017419U (en)

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