JPH0723110U - Connection structure of columns and horizontal members in wooden buildings - Google Patents

Connection structure of columns and horizontal members in wooden buildings

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Publication number
JPH0723110U
JPH0723110U JP5437493U JP5437493U JPH0723110U JP H0723110 U JPH0723110 U JP H0723110U JP 5437493 U JP5437493 U JP 5437493U JP 5437493 U JP5437493 U JP 5437493U JP H0723110 U JPH0723110 U JP H0723110U
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JP
Japan
Prior art keywords
pillar
recess
width dimension
horizontal member
column
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
JP5437493U
Other languages
Japanese (ja)
Other versions
JPH0750481Y2 (en
Inventor
博 金子
幸夫 平沢
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.)
KANEKO SEISAKUSHO CO., LTD.
Original Assignee
KANEKO SEISAKUSHO 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.)
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Application filed by KANEKO SEISAKUSHO CO., LTD. filed Critical KANEKO SEISAKUSHO CO., LTD.
Priority to JP5437493U priority Critical patent/JPH0750481Y2/en
Publication of JPH0723110U publication Critical patent/JPH0723110U/en
Application granted granted Critical
Publication of JPH0750481Y2 publication Critical patent/JPH0750481Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】柱と横架材との連結を簡単に行なえるようにす
るとともに、プレハブ化も可能にする。 【構成】木造建築物における柱14の下端面に上窄まり状
の凹部22を形成し、柱14が載る位置における土台11の上
面に凹部22の下端の内幅寸法よりも小さく上下方向に内
幅寸法が同じ凹部23を形成し、柱14の下端面の凹部22お
よび土台11の上面の凹部23に連結金具20を嵌入させ、連
結金具20の上半分部分20aの外幅寸法は柱14の下端面の
凹部22の内幅寸法に合致し、下半分部分20bの外幅寸法
は土台11の上面の凹部23の内幅寸法よりも余裕をもって
小さく設定され、連結金具20の上下両端に水平方向に設
けた貫通穴25および24が柱14および土台11に形成したピ
ン差し込み穴14aおよび11aに合致したことを確認して
ピン差し込み穴14a、11aより貫通穴25、24にピン21を
差し込んで土台11と柱14を締結する。
(57) [Summary] [Purpose] The pillars and horizontal members can be easily connected and prefabricated. [Structure] An upper concavity-shaped recess 22 is formed on the lower end surface of a pillar 14 in a wooden building, and the upper end of the base 11 at the position where the pillar 14 is mounted is smaller than the inner width dimension of the lower end of the recess 22 and vertically inward. A recess 23 having the same width dimension is formed, and the fitting 20 is fitted into the recess 22 on the lower end surface of the pillar 14 and the recess 23 on the upper surface of the base 11, and the outer width of the upper half portion 20a of the fitting 20 is the width of the pillar 14. The outer width of the lower half portion 20b is set to be smaller than the inner width of the recess 23 on the upper surface of the base 11 with a margin to match the inner width of the recess 22 on the lower end surface, and the horizontal direction is provided at both upper and lower ends of the connecting fitting 20. After confirming that the through holes 25 and 24 provided in the above are aligned with the pin insertion holes 14a and 11a formed in the pillar 14 and the base 11, insert the pin 21 into the through holes 25 and 24 from the pin insertion holes 14a and 11a Fasten 11 and pillar 14.

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おける柱と横架材との連結構造に関するものである。 The present invention relates to a connection structure between a pillar and a horizontal member in a wooden building.

【0002】[0002]

【従来の技術】[Prior art]

従来、木造建築物において柱と土台、梁、軒桁などの横架材との連結は、図11 〜図13に示すように柱1の上端および下端にほぞ2を形成し、このほぞ2を前記 横架材3に形成したほぞ穴4に嵌め込んで、柱1と横架材3とを補強用金具5で 締結することにより行なっている。6は補強用金具5を柱1および横架材3に固 定する釘である。 Conventionally, in a wooden building, columns are connected to horizontal members such as foundations, beams and eaves girders by forming tenons 2 at the upper and lower ends of the columns 1 as shown in FIGS. It is carried out by fitting it into a mortise 4 formed in the horizontal member 3 and fastening the pillar 1 and the horizontal member 3 with a reinforcing metal fitting 5. Reference numeral 6 is a nail for fixing the reinforcing metal fitting 5 to the pillar 1 and the horizontal member 3.

【0003】[0003]

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

しかしながら、上記構成の柱1と横架材3との連結は、柱1のほぞ2と横架材 3のほぞ穴4との嵌め込みにより行なっているため、嵌め込みやすくするために 横架材3のほぞ穴4をほぞ2に対して大きくすると、柱1と横架材3との間でが たつきが生じ、軸組構造として不安定な構造となる。従って、隙間がない状態で ほぞ2をほぞ穴4に嵌め込む必要があり、この場合ハンマーなどでたたき込んで 外力を加えているのが現状である。これにより、柱1と横架材3を工場などでユ ニット化して、建築現場で柱1と横架材3を簡単に組み立てることが困難であり 、プレハブ化ができないという問題があった。また、柱1と横架材3との連結の ために補強用金具5を用意し、柱1および横架材3に補強用金具5を固定するの に多数本の釘6を打ち込む必要があり、作業に手間がかかるという問題があった 。 However, the connection between the pillar 1 and the horizontal member 3 having the above-described structure is performed by fitting the tenon 2 of the pillar 1 and the mortise hole 4 of the horizontal member 3, so that the horizontal member 3 can be easily fitted. If the mortise 4 is made larger than the mortise 2, rattling occurs between the column 1 and the horizontal member 3, resulting in an unstable structure as a frame structure. Therefore, it is necessary to fit the mortise 2 into the mortise hole 4 without any gap, and in this case, the external force is applied by hitting with a hammer or the like. As a result, it is difficult to assemble the pillars 1 and the horizontal members 3 at a factory or the like, and it is difficult to easily assemble the pillars 1 and the horizontal members 3 at a construction site. Further, it is necessary to prepare a reinforcing metal fitting 5 for connecting the pillar 1 and the horizontal member 3 and to drive a large number of nails 6 to fix the reinforcing metal member 5 to the pillar 1 and the horizontal material 3. There was a problem that it took time to work.

【0004】 本考案はこのような課題を解決するもので、柱と横架材との連結を簡単に行な えるようにするとともに、プレハブ化も可能にすることを目的とするものである 。The present invention solves such a problem, and an object thereof is to make it possible to easily connect a column and a horizontal member, and also to enable prefabrication.

【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、木造建築物における柱の下端または上端 とこれら下端または上端に当接する土台や梁などの横架材との連結構造であって 、前記柱の下端面または柱に載る横架材の下面に上窄まり状の凹部を形成し、ま た前記柱が載る位置における横架材の上面または柱の上端面に前記凹部の下端の 内幅寸法よりも小さく上下方向に内幅寸法が同じ凹部を形成し、前記柱の下端面 または柱に載る横架材の下面に形成された凹部および前記柱が載る位置における 横架材の上面または柱の上端面に形成された凹部にこれら凹部と同形状の部分を 半分づつ備えた連結部材を嵌入させ、連結部材の上半分部分の外幅寸法は前記柱 の下端面または柱に載る横架材の下面に形成された凹部の内幅寸法に合致し、下 半分部分の外幅寸法は下半分部分が前記柱が載る位置における横架材の上面また は柱の上端面に形成された凹部に嵌入した状態において遊びがあるようにこの凹 部の内幅寸法よりも余裕をもって小さく設定され、前記連結部材の上下両端に水 平方向に設けた貫通穴が前記横架材および柱に形成したピン差し込み穴に合致し たことを確認してピン差し込み穴より貫通穴にピンを差し込んで横架材と柱を締 結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 provides a connection structure of a lower end or an upper end of a pillar in a wooden building and a horizontal member such as a base or a beam that abuts on the lower end or the upper end. An upper constricted recess is formed on the lower surface of the horizontal member to be placed on the pillar, and the upper and lower surfaces of the horizontal member at the position where the pillar is placed are smaller than the inner width dimension of the lower end of the recessed portion, A recess with the same inner width in the same direction is formed, and it is formed on the lower end surface of the column or on the lower surface of the horizontal member mounted on the column and on the upper surface of the horizontal member or the upper end surface of the column at the position where the column is mounted. A connecting member having half the same shape as these recesses is fitted into the recessed portion, and the outer width dimension of the upper half portion of the connecting member is formed on the lower end surface of the column or the lower surface of the horizontal member mounted on the column. The outer width of the lower half matches the inner width of the recess The method is such that the lower half part has a margin smaller than the inner width dimension of this recess so that there is play when it is fitted in the recess formed in the upper surface of the horizontal member or the upper end surface of the column at the position where the pillar rests. After confirming that the through holes provided in the horizontal direction at the upper and lower ends of the connecting member match the pin insertion holes formed in the horizontal members and columns, insert the pins into the through holes from the pin insertion holes. The gist is that the horizontal members and columns are fastened together.

【0006】[0006]

【作用】[Action]

この構成により、柱の下端面または柱に載る横架材の下面に形成された凹部は 勾配が付いているので、この凹部に連結部材を嵌入させることにより柱と横架材 との多少の位置ずれを吸収して位置合わせが行なえる。また、連結部材の下半分 部分の外幅寸法は下半分部分が前記柱が載る位置における横架材の上面または柱 の上端面に形成された凹部に嵌入した状態において遊びがあるようにこの凹部の 内幅寸法よりも余裕をもって小さく設定されているので、これによっても柱と横 架材の連結部の寸法誤差を吸収することができる。従って、従来のようにほぞを ほぞ穴に嵌め込むのにハンマーなどでたたき込むような作業が不要となり、柱と 横架材を工場などでユニット化して、建築現場で柱と横架材を簡単に組み立てる ことができ、プレハブ化が可能となる。また、柱と横架材との連結のための補強 用金具が不要となり、延いては柱および横架材に補強用金具を固定するのに多数 本の釘を打ち込む必要もなく、組み立てを簡略化できる。 With this configuration, the recess formed on the lower end surface of the column or on the lower surface of the horizontal member that rests on the column has a slope.Therefore, by inserting the connecting member into this recess, the position of the column and the horizontal member may be slightly different. Positioning can be performed by absorbing the deviation. Also, the outer width dimension of the lower half portion of the connecting member is such that there is play when the lower half portion is fitted into a concave portion formed on the upper surface of the horizontal member or the upper end surface of the column at the position where the column is placed. Since it is set to be smaller than the inner width dimension of the column with a margin, this can also absorb the dimensional error of the connecting portion between the column and the horizontal member. Therefore, it is no longer necessary to hit the tenon with a hammer to fit the tenon into the mortise as in the past, and the pillar and horizontal members can be unitized at a factory or the like to simplify the pillar and horizontal members at the construction site. It can be assembled and can be prefabricated. In addition, there is no need for reinforcing metal fittings to connect the pillars and horizontal members, and it is not necessary to hammer in a large number of nails to fix the reinforcing metal fittings to the pillars and horizontal members, simplifying assembly. Can be converted.

【0007】[0007]

【実施例】【Example】

以下、本考案の実施例について、図面に基づいて説明する。 先ず、図1〜図5に示す第1実施例について説明すると、11は地面12上に設け られたコンクリートからなる基礎13の上に水平に設けられた木材からなる土台で 、この土台11上に木材からなる複数本の柱14が立設されている。これら柱14は2 階建家屋の1階の柱で、この柱14の上に木材からなる梁15が設けられる。16は前 記梁15の上に立設された木材からなる複数本の柱で、これら柱16は2階建家屋の 2階の柱となり、この柱16の上に木材からなる梁17が設けられる。18は屋根、19 は耐力壁を構成する木材からなるすじかいである。 Embodiments of the present invention will be described below with reference to the drawings. First, the first embodiment shown in FIG. 1 to FIG. 5 will be described. 11 is a base made of wood horizontally provided on a foundation 13 made of concrete provided on the ground 12, and on the base 11. A plurality of pillars 14 made of wood are erected. These pillars 14 are pillars on the first floor of a two-story building, and a beam 15 made of wood is provided on the pillar 14. 16 is a plurality of pillars made of wood erected on the above-mentioned beam 15, and these pillars 16 are pillars on the second floor of a two-story house, and a beam 17 made of wood is provided on the pillar 16. Be done. Reference numeral 18 is a roof, and reference numeral 19 is a line made of wood constituting the bearing wall.

【0008】 本実施例において、前記土台11と柱14の連結および前記柱16と梁17の連結を図 2および図3に示すように連結金具20およびピン21により行なっている。詳しく は、柱14の下端面に水平断面円形で上窄まり状の凹部22を形成し、この柱14が載 る位置において土台11の上面に前記凹部22の下端の内幅寸法よりも小さく水平断 面円形で上下方向に内幅寸法が同じ凹部23を形成し、前記凹部22および凹部23に 凹部22および凹部23と同形状の部分を半分づつ備えた連結金具20を嵌入させ、こ の連結金具20の下端および上端に水平方向に設けた貫通穴24および25が土台11お よび柱14に形成したピン差し込み穴11aおよび14aに合致したことを確認してピ ン差し込み穴11aより貫通穴24に、またピン差し込み穴14aより貫通穴25にそれ ぞれピン21を差し込んで土台11と柱14を締結している。20aは連結金具20の上半 分部分、20bは連結金具20の下半分部分で、上半分部分20aの外幅寸法は前記凹 部22の内幅寸法に合致しており、下半分部分20bの外幅寸法は下半分部分20bが 前記凹部23に嵌入した状態において遊びがあるように前記凹部23の内幅寸法より も余裕をもって小さく設定されている。前記柱16と梁17の連結についても同様で 、柱16に梁17が載る位置において梁17の下面に水平断面円形で上窄まり状の凹部 26を形成し、柱16の上端面に前記凹部26の下端の内幅寸法よりも小さく水平断面 円形で上下方向に内幅寸法が同じ凹部27を形成し、前記凹部26および凹部27に凹 部26および凹部27と同形状の部分を半分づつ備えた連結金具20を嵌入させ、この 連結金具20の下端および上端に水平方向に設けた貫通穴28および29が柱16および 梁17に形成したピン差し込み穴16aおよび17aに合致したことを確認してピン差 し込み穴16aより貫通穴28に、またピン差し込み穴17aより貫通穴29にそれぞれ ピン21を差し込んで柱16に梁17を締結している。この柱16と梁17を締結する連結 金具20は前記土台11と柱14を締結する連結金具20と同じ構成で、上半分部分20a の外幅寸法は内幅寸法に合致しており、下半分部分20bの外幅寸法は下半分部分 20bが前記凹部27に嵌入した状態において遊びがあるように前記凹部27の内幅寸 法よりも余裕をもって小さく設定されている。このような連結金具20およびピン 21による締結を強固に行なうために、ピン21の差し込みにより前記土台11と柱14 および前記柱16と梁17が互いに近づく方向に作用するように、ピン差し込み穴11 aと貫通穴24、ピン差し込み穴14aと貫通穴25、ピン差し込み穴16aと貫通穴28 、ピン差し込み穴17aと貫通穴29の上下方向の位置を少しずらして構成されてい る。In this embodiment, the base 11 and the pillar 14 and the pillar 16 and the beam 17 are connected to each other by a connecting fitting 20 and a pin 21 as shown in FIGS. 2 and 3. Specifically, a concave portion 22 having a circular cross-section with a horizontal cross-section is formed on the lower end surface of the pillar 14, and at the position where the pillar 14 is mounted, the upper portion of the base 11 is horizontally smaller than the inner width dimension of the lower end of the concave portion 22. A concave portion 23 having a circular cross section and the same inner width dimension is formed in the vertical direction, and a connecting metal fitting 20 having half the same shape as the concave portion 22 and the concave portion 23 is fitted into the concave portion 22 and the concave portion 23. Make sure that the through holes 24 and 25 that are horizontally provided at the lower end and the upper end of the metal fitting 20 match the pin insertion holes 11a and 14a formed on the base 11 and the pillar 14, and then check the through hole 24 from the pin insertion hole 11a. In addition, the pins 21 are inserted into the through holes 25 from the pin insertion holes 14a to fasten the base 11 and the pillars 14, respectively. Reference numeral 20a denotes an upper half portion of the connecting fitting 20, and 20b denotes a lower half portion of the connecting fitting 20. The outer width dimension of the upper half portion 20a matches the inner width dimension of the recess 22, and the lower half portion 20b has the same width. The outer width dimension is set to be smaller than the inner width dimension of the recess 23 with a margin so that there is play when the lower half portion 20b is fitted in the recess 23. The same applies to the connection between the column 16 and the beam 17, and at the position where the beam 17 rests on the column 16, a concave portion 26 having a horizontal cross-section with a circular horizontal cross section is formed, and the concave portion is formed on the upper end surface of the column 16. A horizontal cross section that is smaller than the inner width dimension of the lower end of 26 and has a circular shape with the same inner width dimension in the vertical direction is formed, and the recess portion 26 and the recess portion 27 are each provided with a recess portion 26 and a portion of the same shape as the recess portion 27. Insert the connecting metal fitting 20 and make sure that the through holes 28 and 29 horizontally provided at the lower end and the upper end of the connecting metal fitting 20 are aligned with the pin insertion holes 16a and 17a formed in the pillar 16 and the beam 17, respectively. The beam 17 is fastened to the column 16 by inserting the pin 21 into the through hole 28 from the pin insertion hole 16a and into the through hole 29 from the pin insertion hole 17a. The connecting fitting 20 for fastening the pillar 16 and the beam 17 has the same structure as the connecting fitting 20 for fastening the base 11 and the pillar 14, and the outer width dimension of the upper half portion 20a matches the inner width dimension. The outer width dimension of the portion 20b is set to be smaller than the inner width dimension of the recess 27 so that there is play when the lower half portion 20b is fitted in the recess 27. In order to firmly perform the fastening by the connecting metal fitting 20 and the pin 21, the pin insertion hole 11 so that the base 11 and the pillar 14 and the pillar 16 and the beam 17 act toward each other by inserting the pin 21. a and the through hole 24, the pin insertion hole 14a and the through hole 25, the pin insertion hole 16a and the through hole 28, and the pin insertion hole 17a and the through hole 29 are slightly shifted in the vertical direction.

【0009】 また、前記柱14と梁15の連結および梁15と柱16の連結を図4および図5に示す ように連結金具30およびピン31により行なっている。詳しくは、柱16の下端面に 水平断面円形で上窄まり状の凹部32を形成し、柱14の上端面に前記凹部32の下端 の内幅寸法よりも小さく水平断面円形で上下方向に内幅寸法が同じ凹部33を形成 し、前記柱14の上端面および柱16の下端面が当接する位置において梁15に前記凹 部32の下端の内幅寸法と同じ水平断面円形で上下方向に内幅寸法が同じ貫通穴34 を形成し、前記凹部32および凹部33と同形状の部分を上端および下端に備え前記 貫通穴34と同形状の部分を中央に備えた連結金具30を前記凹部32、凹部33、貫通 穴34に嵌入させ、この連結金具30の下端および上端に水平方向に設けた貫通穴35 および36が柱14および柱16に形成したピン差し込み穴14bおよび16bに合致した ことを確認してピン差し込み穴14bより貫通穴35に、またピン差し込み穴16bよ り貫通穴36にそれぞれピン31を差し込んで柱14と梁15および梁15と柱16を締結し ている。この柱14と梁15および梁15と柱16を締結する連結金具30の上側部分30a の外幅寸法は前記凹部32の内幅寸法に合致しており、また中央部分30bの外幅寸 法は前記貫通穴34の内幅寸法に合致しており、さらに下側部分30cの外幅寸法は 下側部分30cが前記凹部33に嵌入した状態において遊びがあるように前記凹部33 の内幅寸法よりも余裕をもって小さく設定されている。この場合も連結金具30お よびピン31による締結を強固に行なうために、ピン31の差し込みにより前記柱14 と梁15および梁15と柱16が互いに近づく方向に作用するように、ピン差し込み穴 14bと貫通穴35、ピン差し込み穴16bと貫通穴36の上下方向の位置を少しずらし て構成されている。Further, the connection between the pillar 14 and the beam 15 and the connection between the beam 15 and the pillar 16 are performed by a connecting fitting 30 and a pin 31 as shown in FIGS. 4 and 5. Specifically, a concave portion 32 having a circular cross section with a horizontal cross section is formed in the lower end surface of the pillar 16, and the upper end surface of the pillar 14 has a circular horizontal cross section that is smaller than the inner width dimension of the lower end of the concave portion 32 and extends vertically. A concave portion 33 having the same width dimension is formed, and at the position where the upper end surface of the pillar 14 and the lower end surface of the pillar 16 contact each other, the beam 15 has a horizontal cross-section circular shape with the inner width dimension of the lower end portion of the lower end of the concave portion 32 and is vertically inward. A through hole 34 having the same width dimension is formed, and a connecting fitting 30 having a recess 32 and a portion having the same shape as the recess 33 at the upper and lower ends and having a portion having the same shape as the through hole 34 at the center is provided in the recess 32, Confirm that the through holes 35 and 36, which are fitted in the recess 33 and the through hole 34 and are horizontally provided at the lower end and the upper end of the connecting metal fitting 30, match the pin insertion holes 14b and 16b formed in the pillar 14 and the pillar 16. The pin insertion hole 14b to the through hole 35, and the pin insertion hole 16b. Pins 31 are inserted into the holes 36 to fasten the columns 14 and the beams 15 and the beams 15 and the columns 16, respectively. The outer width dimension of the upper portion 30a of the connecting fitting 30 for fastening the column 14 to the beam 15 and the beam 15 to the column 16 matches the inner width dimension of the recess 32, and the outer width dimension of the central portion 30b is The inner width dimension of the through hole 34 is matched, and the outer width dimension of the lower portion 30c is smaller than the inner width dimension of the recess 33 so that there is play when the lower portion 30c is fitted in the recess 33. Is also set small with a margin. In this case as well, in order to firmly tighten the connection fitting 30 and the pin 31, the pin 31 is inserted into the pin insertion hole 14b so that the insertion of the pin 31 causes the pillar 14 and the beam 15 and the beam 15 and the pillar 16 to move toward each other. The through hole 35, the pin insertion hole 16b and the through hole 36 are slightly displaced in the vertical direction.

【0010】 ところで、以上述べた実施例において、連結金具20の下半分部分20bの外幅寸 法は下半分部分20bが前記凹部23、27に嵌入した状態において遊びがあるように 前記凹部23、27の内幅寸法よりも余裕をもって小さく設定されているとともに、 連結金具30の下側部分30cの外幅寸法は下側部分30cが前記凹部33に嵌入した状 態において遊びがあるように前記凹部33の内幅寸法よりも余裕をもって小さく設 定されているのは、土台11と柱14、柱14と梁15、梁15と柱16、柱16と梁17の連結 部の寸法誤差を吸収するためである。図6および図7に前記連結金具20および連 結金具30の他の実施例を示し、連結金具20の上半分部分20aの下端および連結金 具30の中央部分30bの下端に水平に張り出す鍔部37および38を設けることも可能 である。By the way, in the above-described embodiment, the outer width dimension of the lower half portion 20b of the connecting fitting 20 is such that there is play when the lower half portion 20b is fitted into the concave portions 23, 27. It is set to be smaller than the inner width dimension of 27 with a margin, and the outer width dimension of the lower portion 30c of the connecting fitting 30 is such that there is play when the lower portion 30c is fitted in the recess portion 33. It is set smaller than the inner width of 33 with a margin to absorb the dimensional error of the connection between the base 11 and the pillar 14, the pillar 14 and the beam 15, the beam 15 and the pillar 16, and the pillar 16 and the beam 17. This is because. FIGS. 6 and 7 show another embodiment of the connecting fitting 20 and the connecting fitting 30. A collar that horizontally extends to the lower end of the upper half portion 20a of the connecting fitting 20 and the lower end of the central portion 30b of the connecting fitting 30. It is also possible to provide parts 37 and 38.

【0011】 また、以上述べた実施例では柱14と梁15および梁15と柱16の連結を行なう連結 金具30は梁15に対して貫通穴34に挿入させているが、図8および図9に示すよう に連結金具30を梁15に対して水平方向に挿入したピン39により結合させるように しても良い。また、柱14と梁15および梁15と柱16の連結を連結金具30およびピン 31により行なう代わりに、前記土台11と柱14および前記柱16と梁17の連結を連結 金具20およびピン21により行なっているのと同様の構成により行なっても良い。 また、前記ピン21、31、39の代わりに、図10に示すように先端に小径の雄ねじ部 40を有するピン41を用い、このピン41の雄ねじ部40にナット42を螺合させて締結 するようにしても良い。さらに、前記連結金具20および連結金具30は内部が詰ま った無垢の状態であるが、中空のパイプ状であっても良い。また、これら連結金 具20および連結金具30は水平断面円形以外に角型であっても良く、さらに連結金 具20および連結金具30は金属製以外に合成樹脂製であっても良い。Further, in the embodiment described above, the connecting fitting 30 for connecting the column 14 and the beam 15 and the beam 15 and the column 16 is inserted into the through hole 34 with respect to the beam 15, but FIGS. As shown in FIG. 7, the connecting fitting 30 may be connected to the beam 15 by a pin 39 inserted in the horizontal direction. Further, instead of connecting the pillars 14 and the beams 15 and the beams 15 and the pillars 16 by the connecting fittings 30 and the pins 31, the bases 11 and the pillars 14 and the pillars 16 and the beams 17 are connected by the fittings 20 and the pins 21. You may perform by the structure similar to what is performed. Further, instead of the pins 21, 31, 39, a pin 41 having a male screw portion 40 having a small diameter at the tip as shown in FIG. 10 is used, and a nut 42 is screwed to the male screw portion 40 of the pin 41 for fastening. You may do it. Further, although the connecting fitting 20 and the connecting fitting 30 are in a solid state in which the insides are clogged, they may be hollow pipes. Further, the connecting fitting 20 and the connecting fitting 30 may have a rectangular shape other than the horizontal cross section, and the connecting fitting 20 and the connecting fitting 30 may be made of synthetic resin in addition to metal.

【0012】[0012]

【考案の効果】[Effect of device]

以上のように本考案によれば、柱の下端面または柱に載る横架材の下面に形成 された凹部は勾配が付いているので、この凹部に連結部材を嵌入させることによ り柱と横架材との多少の位置ずれを吸収して位置合わせが行なえる。また、連結 部材の下半分部分の外幅寸法は下半分部分が前記柱が載る位置における横架材の 上面または柱の上端面に形成された凹部に嵌入した状態において遊びがあるよう にこの凹部の内幅寸法よりも余裕をもって小さく設定されているので、これによ っても柱と横架材の連結部の寸法誤差を吸収することができる。従って、従来の ようにほぞをほぞ穴に嵌め込むのにハンマーなどでたたき込むような作業が不要 となり、柱と横架材を工場などでユニット化して、建築現場で柱と横架材を簡単 に組み立てることができ、プレハブ化が可能となる。また、柱と横架材との連結 のための補強用金具が不要となり、延いては柱および横架材に補強用金具を固定 するのに多数本の釘を打ち込む必要もなく、組み立てを簡略化できる。 As described above, according to the present invention, since the concave portion formed on the lower end surface of the column or the lower surface of the horizontal member mounted on the column has a slope, it is possible to insert the connecting member into this concave portion to form the column. Positioning can be performed by absorbing a slight misalignment with the horizontal material. Also, the outer width dimension of the lower half portion of the connecting member is such that there is play when the lower half portion is fitted into the concave portion formed on the upper surface of the horizontal member or the upper end surface of the column at the position where the column is mounted. Since it is set to be smaller than the inner width of the column with a margin, it is possible to absorb the dimensional error of the connecting portion between the column and the horizontal member. Therefore, the work of hitting with a hammer etc. to fit the tenon into the mortise as in the past is no longer necessary, and the pillar and the horizontal material are unitized at the factory, and the pillar and the horizontal material can be easily constructed at the construction site. It can be assembled and can be prefabricated. In addition, a reinforcing metal fitting for connecting the pillar and the horizontal member is not required, and further, it is not necessary to drive a large number of nails to fix the reinforcing metal fitting to the pillar and the horizontal material, which simplifies the assembly. Can be converted.

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

【図1】本考案の第1実施例における木造建築物におけ
る柱および横架材の組立状態を示す正面図である。
FIG. 1 is a front view showing an assembled state of columns and horizontal members in a wooden building according to a first embodiment of the present invention.

【図2】同木造建築物の下端および上端の要部拡大正面
図である。
FIG. 2 is an enlarged front view of main parts of a lower end and an upper end of the wooden building.

【図3】同木造建築物の下端および上端の要部拡大側断
面図である。
FIG. 3 is an enlarged side sectional view of an essential part of a lower end and an upper end of the wooden structure.

【図4】同木造建築物の上下方向中央部における要部拡
大正面図である。
FIG. 4 is an enlarged front view of the main part of the wooden building in the central part in the vertical direction.

【図5】同木造建築物の上下方向中央部における要部拡
大側断面図である。
FIG. 5 is an enlarged side cross-sectional view of a main part in the central part in the vertical direction of the wooden building.

【図6】本考案の別の実施例における第1の連結金具の
正面図である。
FIG. 6 is a front view of a first connecting fitting according to another embodiment of the present invention.

【図7】本考案の別の実施例における第2の連結金具の
正面図である。
FIG. 7 is a front view of a second connecting fitting according to another embodiment of the present invention.

【図8】本考案の別の実施例における木造建築物の上下
方向中央部における要部拡大正面図である。
FIG. 8 is an enlarged front view of a main part in a central portion in a vertical direction of a wooden building in another embodiment of the present invention.

【図9】同木造建築物の上下方向中央部における要部拡
大側断面図である。
FIG. 9 is an enlarged side cross-sectional view of a main part in the central part in the vertical direction of the wooden building.

【図10】本考案のさらに別の実施例における締結用ピン
による締結部の拡大側断面図である。
FIG. 10 is an enlarged side sectional view of a fastening portion formed by fastening pins according to still another embodiment of the present invention.

【図11】従来例における木造建築物における柱および横
架材の組立状態を示す正面図である。
FIG. 11 is a front view showing an assembled state of columns and horizontal members in a wooden building in the conventional example.

【図12】同木造建築物の要部拡大正面図である。FIG. 12 is an enlarged front view of a main part of the same wooden building.

【図13】同木造建築物の要部拡大側断面図である。FIG. 13 is an enlarged side sectional view of a main part of the same wooden building.

【符号の説明】[Explanation of symbols]

11 土台 11a ピン差し込み穴 14 柱 14a ピン差し込み穴 14b ピン差し込み穴 15 梁 16 柱 16a ピン差し込み穴 16b ピン差し込み穴 17 梁 17a ピン差し込み穴 20 連結金具 20a 上半分部分 20b 下半分部分 21 ピン 22 凹部 23 凹部 24 貫通穴 25 貫通穴 26 凹部 27 凹部 28 貫通穴 29 貫通穴 30 連結金具 30a 上側部分 30b 中央部分 30c 下側部分 31 ピン 32 凹部 33 凹部 34 貫通穴 35 貫通穴 36 貫通穴 37 鍔部 38 鍔部 39 ピン 40 雄ねじ部 41 ピン 42 ナット 11 Base 11a Pin insertion hole 14 Pillar 14a Pin insertion hole 14b Pin insertion hole 15 Beam 16 Pillar 16a Pin insertion hole 16b Pin insertion hole 17 Beam 17a Pin insertion hole 20 Coupling metal 20a Upper half portion 20b Lower half portion 21 Pin 22 Recessed portion 23 Recess 24 Through hole 25 Through hole 26 Recess 27 Recess 28 Through hole 29 Through hole 30 Coupling metal 30a Upper part 30b Center part 30c Lower part 31 Pin 32 Recess 33 Recess 34 Through hole 35 Through hole 36 Through hole 37 Collar part 38 Collar Part 39 pin 40 male thread part 41 pin 42 nut

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 木造建築物における柱の下端または上端
とこれら下端または上端に当接する土台や梁などの横架
材との連結構造であって、前記柱の下端面または柱に載
る横架材の下面に上窄まり状の凹部を形成し、また前記
柱が載る位置における横架材の上面または柱の上端面に
前記凹部の下端の内幅寸法よりも小さく上下方向に内幅
寸法が同じ凹部を形成し、前記柱の下端面または柱に載
る横架材の下面に形成された凹部および前記柱が載る位
置における横架材の上面または柱の上端面に形成された
凹部にこれら凹部と同形状の部分を半分づつ備えた連結
部材を嵌入させ、連結部材の上半分部分の外幅寸法は前
記柱の下端面または柱に載る横架材の下面に形成された
凹部の内幅寸法に合致し、下半分部分の外幅寸法は下半
分部分が前記柱が載る位置における横架材の上面または
柱の上端面に形成された凹部に嵌入した状態において遊
びがあるようにこの凹部の内幅寸法よりも余裕をもって
小さく設定され、前記連結部材の上下両端に水平方向に
設けた貫通穴が前記横架材および柱に形成したピン差し
込み穴に合致したことを確認してピン差し込み穴より貫
通穴にピンを差し込んで横架材と柱を締結してなること
を特徴とする木造建築物における柱と横架材との連結構
造。
1. A structure for connecting a lower end or an upper end of a pillar in a wooden structure to a horizontal member such as a base or a beam that abuts on the lower end or the upper end, and a lower member of the pillar or a horizontal member mounted on the pillar. An upper constricted concave portion is formed on the lower surface of the column, and the inner width dimension is smaller than the inner width dimension of the lower edge of the concave portion on the upper surface of the horizontal member or the upper end surface of the column at the position where the column is mounted, and the inner dimension is the same in the vertical direction. These recesses are formed on the lower end surface of the pillar or on the lower surface of the horizontal member to be mounted on the pillar and on the upper surface of the horizontal member at the position where the pillar is mounted or on the upper surface of the pillar to form the concave portion. Fitting a connecting member having halves of the same shape, the outer width dimension of the upper half portion of the connecting member is the inner width dimension of the recess formed in the lower end surface of the pillar or the lower surface of the horizontal member mounted on the pillar. The outer width dimension of the lower half part is the same At a certain position, it is set with a margin smaller than the inner width dimension of this recess so that there is play when it is fitted in the recess formed in the upper surface of the horizontal member or the upper end surface of the column, and it is horizontal at the upper and lower ends of the connecting member. Confirm that the through hole provided in the direction matches the pin insertion hole formed in the horizontal member and the pillar, and insert the pin from the pin insertion hole into the through hole to fasten the horizontal member and the pillar. The connection structure of columns and horizontal members in the characteristic wooden building.
JP5437493U 1993-10-07 1993-10-07 Connection structure of columns and horizontal members in wooden buildings Expired - Lifetime JPH0750481Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5437493U JPH0750481Y2 (en) 1993-10-07 1993-10-07 Connection structure of columns and horizontal members in wooden buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5437493U JPH0750481Y2 (en) 1993-10-07 1993-10-07 Connection structure of columns and horizontal members in wooden buildings

Publications (2)

Publication Number Publication Date
JPH0723110U true JPH0723110U (en) 1995-04-25
JPH0750481Y2 JPH0750481Y2 (en) 1995-11-15

Family

ID=12968904

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5437493U Expired - Lifetime JPH0750481Y2 (en) 1993-10-07 1993-10-07 Connection structure of columns and horizontal members in wooden buildings

Country Status (1)

Country Link
JP (1) JPH0750481Y2 (en)

Also Published As

Publication number Publication date
JPH0750481Y2 (en) 1995-11-15

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