JPH0723111U - 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
JPH0723111U
JPH0723111U JP5437593U JP5437593U JPH0723111U JP H0723111 U JPH0723111 U JP H0723111U JP 5437593 U JP5437593 U JP 5437593U JP 5437593 U JP5437593 U JP 5437593U JP H0723111 U JPH0723111 U JP H0723111U
Authority
JP
Japan
Prior art keywords
pillar
horizontal member
horizontal
recess
end surface
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.)
Pending
Application number
JP5437593U
Other languages
Japanese (ja)
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 KK
Original Assignee
Kaneko Seisakusho KK
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 Kaneko Seisakusho KK filed Critical Kaneko Seisakusho KK
Priority to JP5437593U priority Critical patent/JPH0723111U/en
Publication of JPH0723111U publication Critical patent/JPH0723111U/en
Pending 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ことを目的とす
る。 【構成】木造建築物における柱14の下端とこの柱14の下
端に当接する土台11などの横架材との連結構造であっ
て、前記柱14の下端面に上窄まり状の凹部22を形成し、
この柱14が載る位置において土台11の上面に下窄まり状
の凹部23を形成し、前記柱14の下端面の凹部22および前
記土台11の上面の凹部23と同形状の部分を半分づつ備え
た連結金具20を前記柱14の下端面の凹部22と前記土台11
の上面の凹部23に嵌入させ、この連結金具20の上下両端
に水平方向に設けた貫通穴25、24が前記柱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2
5、24にピン21を差し込んで土台11と柱14を締結してな
るものである。
(57) [Summary] [Purpose] The objective is to facilitate the connection of columns and horizontal members and to enable prefabrication. [Structure] A connection structure of a lower end of a pillar 14 in a wooden building and a horizontal member such as a base 11 that abuts the lower end of the pillar 14, and an upper narrowed concave portion 22 is formed on a lower end surface of the pillar 14. Forming,
A downward constricted recess 23 is formed on the upper surface of the base 11 at the position where the pillar 14 is placed, and the recess 22 on the lower end surface of the pillar 14 and the same shape as the recess 23 on the upper surface of the base 11 are provided in half. The connecting bracket 20 and the recess 22 on the lower end surface of the pillar 14 and the base 11
The through holes 25 and 24, which are fitted in the recesses 23 on the upper surface of the connecting metal fitting 20 and are horizontally provided at the upper and lower ends of the connecting fitting 20, have the pillar 14 and the base.
After confirming that they match the pin insertion holes 14a and 11a formed in 11, through the pin insertion holes 14a and 11a
The pin 21 is inserted into the holes 5 and 24 and the base 11 and the pillar 14 are fastened.

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9 〜図11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 structure, a pillar is connected to a foundation, a beam, a eaves girder, or other horizontal member by forming a tenon 2 at the upper and lower ends of the pillar 1 as shown in FIGS. 9 to 11. This is done by fitting it into the mortise 4 formed in the horizontal member 3 and fastening the pillar 1 and the horizontal member 3 with the 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/お よび上端とこれら下端または/および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/および上端面に上窄まり状または/ および下窄まり状の凹部を形成し、この柱が載る位置または/およびこの柱に横 架材が載る位置において横架材の上面または/および下面に下窄まり状または/ および上窄まり状の凹部を形成し、前記柱の下端面または/および上端面の凹部 および前記横架材の上面または/および下面の凹部と同形状の部分を半分づつ備 えた連結部材を前記柱の下端面の凹部と前記横架材の上面の凹部または/および 柱の上端面の凹部と前記横架材の下面の凹部に嵌入させ、この連結部材の上下両 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 structure for connecting a lower end or / and 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 and / or the upper end. An upper constriction-shaped and / or lower constriction-shaped recess is formed on the lower end surface and / or the upper end surface of the pillar, and the upper surface of the horizontal member at the position where this pillar is mounted and / or the position where the horizontal member is mounted on this pillar Or / and a lower concavity-shaped and / or upper concavity-shaped concavity is formed on the lower surface, and the same shape as the concavity on the lower end surface and / or the upper end surface of the column and the concavity on the upper surface and / or the lower surface of the horizontal member. Fitting a connecting member having half of the above parts into the concave portion of the lower end surface of the pillar and the concave portion of the upper surface of the horizontal member or / and the concave portion of the upper end surface of the pillar and the concave portion of the lower surface of the horizontal member, and connecting the same. Horizontally at the top and bottom of the part After confirming that the through-holes are aligned with the pin insertion holes formed in the horizontal members and columns, insert the pins into the through holes from the pin insertion holes and fasten the horizontal members and columns. It is a thing.

【0006】[0006]

【作用】[Action]

この構成により、柱および横架材の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。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, since the concave portions of the pillar and the horizontal member have a slope, by fitting the connecting member into the concave portion, the positional deviation between the pillar and the horizontal member can be absorbed and the alignment can be performed. Therefore, it is not 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 the factory, etc., and the pillar and horizontal members can be easily constructed at the construction site. It can be assembled into a prefabricated structure. 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.

【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の上面に水平断面円形で下窄まり状の凹部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。 前記柱16と梁17の連結についても同様で、柱16の上端面に水平断面円形で下窄ま り状の凹部26を形成し、この柱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16 a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11a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 recess 22 having a circular cross section with a horizontal cross section is formed on the lower end surface of the pillar 14, and a recess 23 with a horizontal cross section having a circular cross section is formed on the upper surface of the base 11 at the position where the pillar 14 is mounted. Then, the connecting metal fittings 20 each having half the same shape as the concave shape 22 and the concave shape 23 are fitted into the concave shape 22 and the concave shape 23, and the through holes 24 formed at the lower end and the upper end of the connecting metal shape 20 in the horizontal direction. Make sure that pins 25 and 25 are aligned with the pin insertion holes 11a and 14a formed on the base 11 and the pillar 14, and insert the pin 21 into the through hole 24 from the pin insertion hole 11a and into the through hole 25 from the pin insertion hole 14a. The base 11 and the pillar 14 are fastened by inserting it. The same applies to the connection between the pillar 16 and the beam 17, and a recessed portion 26 having a circular horizontal cross section and a downward constriction is formed on the upper end surface of the pillar 16 and is formed on the lower surface of the beam 17 at a position where the beam 17 is mounted on the pillar 16. A horizontal cross-sectional circular upper concave portion 27 is formed, and a connecting metal fitting 20 having half the same shape as the concave shape 26 and the concave shape 27 is fitted into the concave shape 26 and the concave shape 27. Make sure that the horizontal through holes 28 and 29 provided at the lower and upper ends match the pin insertion holes 16a and 17a formed in the pillar 16 and the beam 17, respectively. The beam 17 is fastened to the pillar 16 by inserting the pins 21 into the through holes 29 from the insertion holes 17a. In order to firmly perform the fastening with the connecting fitting 20 and the pin 21, the pin 21 is inserted so that the base 11 and the pillar 14 and the pillar 16 and the beam 17 described above act in a direction in which they approach each other. 11a 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14の上端面に 水平断面円形で下窄まり状の凹部32を形成し、また柱16の下端面に水平断面円形 で上窄まり状の凹部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および33の最大径と同径の鉛直方向に向く水平 断面円形の貫通穴34を形成し、前記凹部32および凹部33と同形状の部分を下端お よび上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 column 14 and the beam 15 and the connection between the beam 15 and the column 16 are performed by a connection fitting 30 and a pin 31 as shown in FIGS. 4 and 5. More specifically, a concave portion 32 having a circular horizontal cross section and a downward constriction shape is formed on the upper end surface of the column 14, and a concave portion 33 having a circular horizontal cross section and an upward constriction shape is formed on the lower end surface of the column 16 to form At the position where the upper end surface and the lower end surface of the pillar 16 come into contact, a through hole 34 having a horizontal cross-section circular shape and having the same diameter as the maximum diameter of the recesses 32 and 33 and directed in the vertical direction is formed in the beam 15. A connecting metal fitting 30 having portions having the same shape as 33 at the lower and upper ends and a portion having the same shape as the through hole 34 at the center is fitted into the recess 32, the recess 33 and the through hole 34, and the connecting metal fitting 30 Make sure that the through holes 35 and 36 provided in the horizontal direction at the lower end and the upper end of are aligned with the pin insertion holes 14b and 16b formed in the columns 14 and 16, respectively, and from the pin insertion hole 14b to the through hole 35, Further, by inserting the pins 31 into the through holes 36 from the pin insertion holes 16b, respectively, the columns 14 and 15 and the beams 15 and 16 can be inserted. Have concluded. In this case as well, in order to firmly perform the fastening by the connecting metal fitting 30 and the pin 31, the pin insertion hole 14b is provided 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、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6および図7 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37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、37の代わりに、図8に示すように先端に小径 の雄ねじ部38を有するピン39を用い、このピン39の雄ねじ部38にナット40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。By the way, in the embodiment described above, the connecting fittings 30 for connecting the columns 14 and the beams 15 and the beams 15 and the columns 16 are inserted into the through holes 34 with respect to the beams 15. As shown in FIG. 7, the connecting fitting 30 may be connected to the beam 15 by a pin 37 inserted in the horizontal direction. Instead of connecting the pillars 14 and the beams 15 and the beams 15 and the pillars 16 with 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 with the connecting fittings 20 and the pins 21. The configuration may be the same as that used. Further, instead of the pins 21, 31, 37, a pin 39 having a male screw portion 38 having a small diameter at its tip as shown in FIG. 8 is used, and a nut 40 is screwed to the male screw portion 38 of the pin 39 to fasten it. 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.

【0011】[0011]

【考案の効果】[Effect of device]

以上のように本考案によれば、柱および横架材の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。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 recesses of the columns and the horizontal members have a slope, by inserting the connecting member into the recesses, it is possible to absorb a slight misalignment between the columns and the horizontal members. Can be aligned. Therefore, it is not 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 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 a reinforcing metal fitting for connecting the pillar and the horizontal member, and by extension, it is not necessary to hammer in a large number of nails to fix the reinforcing metal member to the pillar and the horizontal material. Can be simplified.

【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 structure.

【図6】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. 6 is an enlarged front view of the main part of the central portion of the wooden building in the vertical direction according to another embodiment of the present invention.

【図7】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. 7 is an enlarged side cross-sectional view of a main part in the central part in the vertical direction of the wooden structure.

【図8】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. 8 is an enlarged side sectional view of a fastening portion formed by fastening pins according to still another embodiment of the present invention.

【図9】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. 9 is a front view showing an assembled state of columns and horizontal members in a wooden building in a conventional example.

【図10】同木造建築物の要部拡大正面図である。FIG. 10 is an enlarged front view of a main part of the same wooden building.

【図11】同木造建築物の要部拡大側断面図である。FIG. 11 is an enlarged side sectional view of a main part of the 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 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 31 ピン 32 凹部 33 凹部 34 貫通穴 35 貫通穴 36 貫通穴 37 ピン 38 雄ねじ部 39 ピン 40 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 Connecting bracket 21 Pin 22 Recess 23 Recess 24 Through hole 25 Through hole 26 Recess 27 Recess 28 Through hole 29 Through hole 30 Connecting bracket 31 Pin 32 Recess 33 Recess 34 Through hole 35 Through hole 36 Through hole 37 Pin 38 Male thread 39 Pin 40 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/お
よび上端とこれら下端または/および上端に当接する土
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/および上端面に上窄まり状または/および
下窄まり状の凹部を形成し、この柱が載る位置または/
およびこの柱に横架材が載る位置において横架材の上面
または/および下面に下窄まり状または/および上窄ま
り状の凹部を形成し、前記柱の下端面または/および上
端面の凹部および前記横架材の上面または/および下面
の凹部と同形状の部分を半分づつ備えた連結部材を前記
柱の下端面の凹部と前記横架材の上面の凹部または/お
よび柱の上端面の凹部と前記横架材の下面の凹部に嵌入
させ、この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 connection structure of a lower end or / and 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 / and the upper end, and a lower end surface of the pillar or / and A top concavity-shaped and / or bottom constricted-shaped recess is formed on the upper end surface, and the position where this pillar rests or /
And at the position where the horizontal member is mounted on the pillar, a recessed portion having a downward constriction shape and / or an upper constriction shape is formed on the upper surface and / or the lower surface of the horizontal cross member, and the concave portion of the lower end surface and / or the upper end surface of the pillar is formed. And a connecting member provided with half each of the same shape as the concave portion of the upper surface and / or the lower surface of the horizontal member and the concave portion of the lower end surface of the pillar and the concave portion of the upper surface of the horizontal member and / or the upper end surface of the pillar. Insert the pin into the recess and the recess on the lower surface of the horizontal member, and make sure that the through holes provided at the upper and lower ends of this connecting member in the horizontal direction match the pin insertion holes formed in the horizontal member and the column. A connection structure between a pillar and a horizontal member in a wooden building, characterized in that a pin is inserted into the through hole from the insertion hole to fasten the horizontal member and the pillar.
JP5437593U 1993-10-07 1993-10-07 Connection structure of columns and horizontal members in wooden buildings Pending JPH0723111U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5437593U JPH0723111U (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
JP5437593U JPH0723111U (en) 1993-10-07 1993-10-07 Connection structure of columns and horizontal members in wooden buildings

Publications (1)

Publication Number Publication Date
JPH0723111U true JPH0723111U (en) 1995-04-25

Family

ID=12968934

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5437593U Pending JPH0723111U (en) 1993-10-07 1993-10-07 Connection structure of columns and horizontal members in wooden buildings

Country Status (1)

Country Link
JP (1) JPH0723111U (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5774450A (en) * 1980-10-28 1982-05-10 Riyouzou Yao Construction method for preventing partial settlement of wooden building due to wear and tear of wood foundation
JPH0654804B2 (en) * 1984-01-30 1994-07-20 松下電器産業株式会社 Solid-state imaging device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5774450A (en) * 1980-10-28 1982-05-10 Riyouzou Yao Construction method for preventing partial settlement of wooden building due to wear and tear of wood foundation
JPH0654804B2 (en) * 1984-01-30 1994-07-20 松下電器産業株式会社 Solid-state imaging device

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