JP2006152721A - Column fixing unit and column fixing method - Google Patents

Column fixing unit and column fixing method Download PDF

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JP2006152721A
JP2006152721A JP2004347032A JP2004347032A JP2006152721A JP 2006152721 A JP2006152721 A JP 2006152721A JP 2004347032 A JP2004347032 A JP 2004347032A JP 2004347032 A JP2004347032 A JP 2004347032A JP 2006152721 A JP2006152721 A JP 2006152721A
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column
fixing
horizontal
hole
joining
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JP4653468B2 (en
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Ryuichi Otsubo
隆一 大坪
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a column fixing unit and a column fixing method for easily erecting a column between two horizontal members, while erecting the column without impairing an appearance. <P>SOLUTION: This column fixing unit 10 fixes a column member 12 between a plurality of horizontal members 1. The column fixing unit 10 comprises a column joining member 11, a positioning member 13, and a fixing member 14. The column joining member 11 is provided with a through-hole 11a for arranging the fixing member 14. A first insertion hole 1a is formed in the horizontal member 1 for inserting the column joining member 11, and a fixing member guide hole 1c is formed from a side surface. A second insertion hole 12a is formed in the column member 12 for inserting the column joining member 11, and is formed of an abutting surface of the column member 12 and the horizontal member 1. The positioning member 13 is arranged by penetrating through the through-hole 11a, and end parts 13a and 13b of the positioning member 13 are arranged by being introduced outside the horizontal member 1 by passing through the fixing member guide hole 1c from the first insertion hole 1a. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、柱固定ユニット及び柱固定方法に関し、より詳細には、2本の横架材の間に柱を立設するための柱固定ユニット及び柱固定方法に関するものである。   The present invention relates to a column fixing unit and a column fixing method, and more particularly to a column fixing unit and a column fixing method for standing a column between two horizontal members.

従来より、木造家屋において、横架材に柱を立設するために様々な方法が提案されてきた。
例えば、柱の底面に形成されたほぞと、横架材に形成されたほぞ穴を係合させることによって、柱と横架材を固定する方法が古来より知られている。
ほぞとは、柱の底面に形成される突起部であり、ほぞ穴とは、ほぞが間隙なく係合するように横架材に形成される凹部である。
しかし、ほぞとほぞ穴とは、間隙なく係合するように形成される必要があるため、これらを形成には手間がかかると共に、熟練した技術が必要であった。
Conventionally, various methods have been proposed in order to erect a pillar on a horizontal member in a wooden house.
For example, a method for fixing a column and a horizontal member by engaging a tenon formed on a bottom surface of a column with a mortise formed in a horizontal member has been known since ancient times.
The tenon is a projection formed on the bottom surface of the column, and the tenon is a recess formed in the horizontal member so that the tenon can be engaged without a gap.
However, since the tenon and the tenon hole need to be formed so as to be engaged with each other without a gap, it takes time and effort to form them.

このような問題点を解決し、簡易に柱を横架材に立設するために、様々な金物が提案されている。
例えば、ほぞとほぞ穴を形成するかわりに、土台に凸部を有する金物を固定し、柱底面にスリット等の凸部挿入孔等を形成する。
次いで、このように形成された両者を係合して固定することにより柱を土台に固定する技術が知られている。
このような技術では、金物が外部にほとんど露見せずに柱を立設できるため、金物が露見することにより、デザイン性が損なわれることを防止することができる。
Various hardwares have been proposed to solve such problems and to easily stand a column on a horizontal member.
For example, instead of forming a tenon and a mortise, a hardware having a convex portion is fixed to the base, and a convex portion insertion hole such as a slit is formed on the bottom of the column.
Next, a technique for fixing the pillar to the base by engaging and fixing the two thus formed is known.
In such a technique, the pillar can be erected with almost no exposed hardware, so that it is possible to prevent the design from being impaired by exposing the hardware.

しかし、このような金物を使用する場合、家屋の建築時には好適であるが、修理等を行なう際、2個の横架材の間に柱を立設することが非常に困難となる。
木造家屋においては、2個の横架材間に柱が立設される箇所が存在し、このような柱が、特に水回り付近に使用されている場合には、その他の場所に立設されている柱よりも耐久年数が短いことが通常である。
However, when such a hardware is used, it is preferable at the time of building a house. However, when repairing or the like, it is very difficult to stand a column between two horizontal members.
In wooden houses, there are places where pillars are erected between two horizontal members, especially when these pillars are used near water, they are erected elsewhere. In general, the durability is shorter than the pillars.

よって、このような箇所に立設されている柱を交換する必要があるが、このような金物で柱が立設される場合、交換が困難であるという問題点があった。
すなわち、このような金物を使用して柱を立設しようとすれば、2個の横架材の間に立設された柱を取り除いて新しい柱を当該箇所に立設するときに、横架材もまた取り除く必要があり、交換が非常に困難であった。
また、内部に金物の凸部が埋設されるため、外部より固着具を配設して、柱と金物の凸部とを固定することが困難であった。
Therefore, it is necessary to replace the pillars erected at such a location, but when the pillars are erected with such hardware, there is a problem that the replacement is difficult.
That is, if you attempt to set up a pillar using such hardware, when you remove the pillar that was erected between the two horizontal members and install a new pillar at that location, The material also had to be removed and was very difficult to replace.
Moreover, since the convex part of the hardware is embedded inside, it is difficult to fix the pillar and the convex part of the hardware by disposing a fixing tool from the outside.

このため、柱及び土台の外部より両者を固定するための金物が知られている(例えば、特許文献1参照)。
特許文献1には、三角形と四角形をつないだ正面形状を有する接合板であって、三角形部分と四角形部分との境目の段差が形成された柱接合具が開示されている。
特許文献1に記載された柱接合具では、四角形部分を土台側面に固定し、三角形部分に柱側面に固定することによって、土台上に柱を立設する。このとき、土台上面の幅より柱底面の幅が大きい場合には、柱の底面部分の一部(土台上面より両側にはみ出た部分)が、段差部によって支持される。
For this reason, the hardware for fixing both from the outside of a pillar and a base is known (for example, refer to patent documents 1).
Patent Document 1 discloses a column connector having a front shape formed by connecting a triangle and a quadrangle, and having a step difference between the triangle and the quadrangle.
In the column connector described in Patent Document 1, a quadrangular portion is fixed to the base side surface, and a triangular portion is fixed to the column side surface, whereby the column is erected on the base. At this time, when the width of the bottom surface of the column is larger than the width of the top surface of the base, a part of the bottom surface portion of the column (a portion protruding to both sides from the top surface of the base) is supported by the step portion.

特開平10−061011号公報(第2頁及び第3頁、図1及び図3)Japanese Patent Laid-Open No. 10-061011 (pages 2 and 3; FIGS. 1 and 3)

しかし、上記特許文献1の技術では、2個の横架材間に柱を立設することは可能であるが、金物全体が外部に露見するため、外観を損ね、商品価値が低下するという問題点があった。
特に、室内に設置される柱である場合には、生活空間より金物全体が視認可能となるため、デザイン性が損なわれる。
However, in the technique of Patent Document 1, it is possible to stand a column between two horizontal members, but the entire hardware is exposed to the outside, so that the appearance is impaired and the commercial value is reduced. There was a point.
In particular, in the case of a pillar installed indoors, the entire hardware can be visually recognized from the living space, so that the design is impaired.

本発明の目的は、上記各問題点を解決することにあり、外観を損ねることなく柱を立設するとともに、2個の横架材間に、容易に柱を立設することができる柱固定ユニット及び柱固定方法を提供することにある。   An object of the present invention is to solve the above-mentioned problems, and to fix the column without damaging the appearance and to easily set the column between the two horizontal members It is to provide a unit and a column fixing method.

上記課題は、請求項1に係る発明によれば、複数の横架材の間に柱部材を固定するための柱固定ユニットであって、該柱固定ユニットは、前記柱部材と前記横架材を接合する柱接合部材と、該柱接合部材の配設位置の位置合せを行なう位置合せ部材と、前記柱接合部材と前記柱部材、及び前記柱接合部材と前記横架材それぞれを固定する固着部材と、を備えて構成され、前記柱接合部材には、前記固着部材が配設される貫通孔が設けられており、
前記横架材には、前記柱接合部材を挿入するための第1の挿入孔が、前記横架材と前記柱部材との当接面から形成されるとともに、前記柱接合部材が前記第1の挿入孔に挿入された際、前記貫通孔の配置位置に一致するように、前記横架材側面から固着部材ガイド孔が形成されており、前記柱部材には、前記柱接合部材を挿入するための第2の挿入孔が、前記柱部材と前記横架材との当接面から形成され、前記位置合せ部材は、前記貫通孔を貫通して配設されているとともに、前記位置合せ部材の端部は、前記第1の挿入孔から、前記固着部材ガイド孔を通って、前記横架材外部に導かれて配設されることにより解決される。
According to the first aspect of the present invention, there is provided a column fixing unit for fixing a column member between a plurality of horizontal members, wherein the column fixing unit includes the column member and the horizontal member. A column bonding member for bonding the column bonding member, an alignment member for aligning the arrangement position of the column bonding member, and fixing for fixing the column bonding member and the column member, and the column bonding member and the horizontal member. A through hole in which the fixing member is disposed is provided in the column joining member,
A first insertion hole for inserting the column joining member is formed in the horizontal member from a contact surface between the horizontal member and the column member, and the column joining member is formed by the first member. When inserted into the insertion hole, a fixing member guide hole is formed from the side of the horizontal member so as to coincide with the arrangement position of the through hole, and the column joining member is inserted into the column member A second insertion hole is formed from a contact surface between the column member and the horizontal member, and the alignment member is disposed through the through hole, and the alignment member This is solved by being guided from the first insertion hole through the fixing member guide hole to the outside of the horizontal member.

このとき、前記第2の挿入孔の深さは、前記柱接合部材の長さよりも大きく形成されていると好適である。   At this time, it is preferable that the depth of the second insertion hole is formed larger than the length of the column joining member.

上記課題は、請求項4に係る発明によれば、柱部材と横架材とを接合する柱接合部材と、該柱接合部材の配設位置の位置合せを行なう位置合せ部材と、前記柱接合部材と前記柱部材、及び前記柱接合部材と前記横架材をそれぞれ固定する固着部材と、を備えて構成される柱固定ユニットによって、複数の横架材の間に柱部材を固定するための柱固定方法であって、前記位置合せ部材を、前記柱接合部材に設けられた、前記固着部材の配設用の貫通孔に貫通させて予め配設し、前記横架材の前記柱部材との当接面から形成された、前記柱接合部材を挿入するための第1の挿入孔に、前記位置合せ部材の端部を挿入し、前記柱接合部材が前記第1の挿入孔に挿入された際、前記貫通孔が配設される位置に一致するように、前記横架材側面から形成された固着部材ガイド孔から、前記端部を前記横架材外部に導き出して配設する第1の工程と、前記柱部材の前記横架材との当接面から形成された、前記柱接合部材を挿入するための第2の挿入孔に、前記柱接合部材を挿入する第2の工程と、前記柱接合部材が挿入された前記柱部材を、前記横架材の側面上の所定の位置へ配設する第3の工程と、前記位置合せ部材の端部を、前記横架材外部に引き出すことによって、前記柱接合部材を、前記第1の挿入孔の適正位置に導く第4の工程と、前記柱部材の外部から、前記柱接合部材に向って前記固着部材を配設するとともに、前記横架材の外部から、前記固着部材ガイド孔に沿って、前記貫通孔に向って固着部材を配設する第5の工程と、行なうことにより解決される。   According to the invention according to claim 4, the above-mentioned problem is that a column joining member that joins a column member and a horizontal member, an alignment member that aligns an arrangement position of the column joining member, and the column joining A column fixing unit configured to include a member, the column member, and a fixing member that fixes the column joining member and the horizontal member, respectively, for fixing the column member between a plurality of horizontal members. A column fixing method, wherein the alignment member is disposed in advance through a through-hole for disposing the fixing member provided in the column joining member, and the column member of the horizontal member The end of the alignment member is inserted into a first insertion hole for inserting the column joining member formed from the contact surface of the column, and the column joining member is inserted into the first insertion hole. Formed from the side surface of the horizontal member so that it coincides with the position where the through hole is disposed. The column joint formed from a first step of leading and arranging the end portion from the fixed member guide hole to the outside of the horizontal member, and a contact surface of the column member with the horizontal member A second step of inserting the column joining member into a second insertion hole for inserting the member, and the column member into which the column joining member is inserted at a predetermined position on a side surface of the horizontal member. And a fourth step of guiding the column joining member to an appropriate position of the first insertion hole by pulling out an end portion of the alignment member to the outside of the horizontal member. The fixing member is disposed from the outside of the column member toward the column joining member, and from the outside of the horizontal member, along the fixing member guide hole, toward the through hole. This is solved by performing the fifth step.

このとき、前記柱接合部材には、前記横架材側に配設される貫通孔と、前記柱部材側に配設される第2の貫通孔が設けられており、前記柱部材には、前記柱接合部材が前記第1の挿入孔に導かれた際、前記第2の貫通孔が配設される位置に向かって、前記柱部材側面から形成された第2の固着部材ガイド孔が形成されており、前記第5の工程では、前記柱部材の外部から、前記第2の固着部材ガイド孔に沿って、前記柱接合部材に形成された第2の貫通孔に向けて前記固着部材が配設されると好適である。   At this time, the column joint member is provided with a through hole disposed on the horizontal member side and a second through hole disposed on the column member side. When the column joining member is guided to the first insertion hole, a second fixing member guide hole formed from the side surface of the column member is formed toward the position where the second through hole is disposed. In the fifth step, the fixing member is moved from the outside of the column member toward the second through hole formed in the column joining member along the second fixing member guide hole. It is preferable to be disposed.

このように構成されていると、柱固定ユニットを構成する部材は、固着部材の一部を除き、柱部材及び横架材に埋設されるか、取り除かれるため、柱部材が立設された後には、外部に露見していない。
よって、柱部材が立設された状態での外観性を損ねることがない。
また、柱接合部材は、柱部材に形成された第2の貫通孔に挿入された状態で、横架材上の所定位置に配設されるため、2個の横架材間に形成された空間においても、横架材を取り外すことなく柱部材を立設することができる。
よって、柱部材の立設が容易になり、作業性が向上する。
With such a configuration, the members constituting the column fixing unit are embedded in or removed from the column member and the horizontal member except for a part of the fixing member, so that after the column member is erected, Is not exposed to the outside.
Therefore, the appearance of the column member standing upright is not impaired.
Moreover, since the column joining member is disposed at a predetermined position on the horizontal member while being inserted into the second through hole formed in the column member, it is formed between the two horizontal members. Even in the space, the column member can be erected without removing the horizontal member.
Therefore, it becomes easy to stand the column member and workability is improved.

このとき、前記固着部材ガイド孔は、前記横架材の前記柱部材との当接面と略垂直な相対向する2つの面から、それぞれ設けられており、前記位置合せ部材は、前記貫通孔を貫通して配設されているとともに、前記位置合せ部材の端部は、前記第1の挿入孔から、それぞれの前記固着部材ガイド孔を通って前記横架材外部に導かれると好適である。   At this time, the fixing member guide holes are respectively provided from two opposite surfaces that are substantially perpendicular to the contact surface of the horizontal member with the column member, and the alignment member is provided in the through hole. It is preferable that the end of the alignment member is guided from the first insertion hole to the outside of the horizontal member through the fixing member guide hole. .

このように構成されていると、2方向から、位置合せ部材を外部方向へ引くこができるため、容易に位置合せを行なうことができる。
また、2箇所で位置合せを行なうことができるため、確実に位置合せを行なうことができる。
If comprised in this way, since an alignment member can be pulled to an external direction from two directions, alignment can be performed easily.
Further, since the alignment can be performed at two places, the alignment can be surely performed.

本発明によれば、柱接合部材全体を、柱部材内部に挿入した状態で、2個の横架材の間に柱部材を圧入した後、柱部材を固定する。
よって、横架材を取り外すことなく、柱部材を立設することが可能となる。
このため、横架材の間に配設された柱部材を交換する際には、特に作業が容易になり作業性が向上する。
また、柱部材は、柱部材及び横架材に同時に埋設される柱接合部材により、横架材に固定される。
このため、柱部材と横架材が高い強度で固定される。
According to the present invention, the column member is fixed after the column member is press-fitted between the two horizontal members in a state where the entire column joint member is inserted into the column member.
Therefore, the column member can be erected without removing the horizontal member.
For this reason, when replacing | exchanging the pillar member arrange | positioned between horizontal members, work becomes especially easy and workability | operativity improves.
Further, the column member is fixed to the horizontal member by a column joining member that is simultaneously embedded in the column member and the horizontal member.
For this reason, the column member and the horizontal member are fixed with high strength.

また、柱部材及び横架材に、固着手段を誘導するためのガイド孔を設けるとともに、位置合せ部材を使用することにより、柱部材及び横架材に埋設された柱接合部材に対して、固着手段を配設することが容易になる。
よって、柱部材を立設するための作業の効率が向上する。
In addition, a guide hole for guiding the fixing means is provided in the column member and the horizontal member, and by using the alignment member, the column member and the horizontal member are fixed to the column joining member embedded in the column member and the horizontal member. It becomes easy to arrange the means.
Therefore, the efficiency of the work for standing the column member is improved.

更に、本発明によれば、柱固定ユニットを構成する部材のほとんどが、柱部材及び横架材に埋設されてしまうため、柱部材が立設された状態では、柱固定ユニットを構成する部材は外部にほとんど露出しない。
従って、柱部材が立設された状態での外観性を損ねることなく、柱部材を2個の横架材の間に固定することが可能となる。
Furthermore, according to the present invention, since most of the members constituting the column fixing unit are embedded in the column member and the horizontal member, in the state where the column member is erected, the members constituting the column fixing unit are Almost no external exposure.
Therefore, it is possible to fix the column member between the two horizontal members without impairing the appearance in the state where the column member is erected.

したがって、これら住宅設備のデザイン性が損なわれることなく、構成部材の連結を確実に行うことができる。
また、本発明による柱固定ユニットは、柱部材が立設された状態では、ほとんど視認されないため、柱部材を立設する箇所が限定されることがなく、設計の自由性を確保することができる。
Therefore, it is possible to reliably connect the constituent members without impairing the design of these housing facilities.
Moreover, since the column fixing unit according to the present invention is hardly visible when the column member is erected, the position where the column member is erected is not limited, and design freedom can be ensured. .

以下、本発明の一実施例を図面に基づいて説明する。なお、以下に説明する構成は本発明を限定するものでなく、本発明の趣旨の範囲内で種々改変することができるものである。
本実施形態は、外観を損ねることなく柱を立設するとともに、2個の横架材間に、柱を容易に立設することができる柱固定ユニット及び柱固定方法に関するものである。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings. Note that the configuration described below does not limit the present invention and can be variously modified within the scope of the gist of the present invention.
The present embodiment relates to a column fixing unit and a column fixing method capable of erecting a column without impairing the appearance and easily erecting the column between two horizontal members.

図1乃至図11は、本発明に係る実施形態を示すものであり、図1は柱固定ユニットを示す説明図、図2は柱固定ユニットを使用して2個の横架材の間に柱が立設される様子を示す分解図、図3は図2において柱接合部材が埋設された状態でのA−A線端面相当図、図4乃至図7は柱固定ユニットを用いて柱を交換する工程を示す説明図、図8は図7のB−B線端面図、図9及び図10は柱固定ユニットを用いて柱を交換する工程を示す説明図、図11は図10のC−C線端面図である。   1 to 11 show an embodiment according to the present invention. FIG. 1 is an explanatory view showing a column fixing unit, and FIG. 2 is a column between two horizontal members using the column fixing unit. Fig. 3 is an exploded view showing a state in which the column joining member is embedded in Fig. 2, and Fig. 4 to Fig. 7 are column equivalent units exchanged using a column fixing unit. FIG. 8 is an end view taken along the line BB of FIG. 7, FIGS. 9 and 10 are explanatory views showing a process of exchanging the pillars using the pillar fixing unit, and FIG. FIG.

図1は、本実施形態に係る柱固定ユニット10の斜視図である。
本実施形態に係る柱固定ユニット10は、柱接合部材11,11、柱部材12、位置合せ部材13,13、固定ピン14,14,14,14、で構成されている。
FIG. 1 is a perspective view of a column fixing unit 10 according to the present embodiment.
The column fixing unit 10 according to the present embodiment includes column joining members 11 and 11, a column member 12, alignment members 13 and 13, and fixing pins 14, 14, 14 and 14.

本実施形態に係る柱接合部材11,11は、略円筒形状の部材である。
しかし、形状は略円筒形状に限られるものではなく、略角柱状等の形状であってもよい。
また、本実施形態に係る柱接合部材11,11は、鉄鋼製であるが、これに限られるものではなく、要求される柱の立設強度に応じて、樹脂等、様々な素材が選択される。
柱接合部材11,11の両端部には、各々、ピン貫通孔11a,11aが形成されている。
The column joining members 11 and 11 according to the present embodiment are substantially cylindrical members.
However, the shape is not limited to a substantially cylindrical shape, and may be a shape such as a substantially prismatic shape.
Moreover, although the column joining members 11 and 11 which concern on this embodiment are steel, they are not restricted to this, Various materials, such as resin, are selected according to the standing strength of the column requested | required. The
Pin through holes 11a and 11a are formed at both ends of the column joining members 11 and 11, respectively.

本実施形態に係る柱部材12は、公知の角材であり、その長さは2本の横架材の幅に応じて決められる。
柱部材12の両底面部12b,12bの略中央部から鉛直方向(図1のX−Y方向)に向けて、柱接合部材埋設孔12a,12aが形成されている。
また、柱接合部材埋設孔12a,12aは、柱接合部材11を埋設するための孔であり、その径は、柱接合部材の径より若干大きく形成されている。
更に、柱接合部材埋設孔12a,12aの深さ(図1のX−Y方向の長さ)は、柱接合部材12の長さとほぼ同一となるように形成されている。
The column member 12 according to the present embodiment is a known square member, and its length is determined according to the width of the two horizontal members.
Column junction member embedded holes 12a and 12a are formed from the substantially central portions of both bottom surface portions 12b and 12b of the column member 12 in the vertical direction (XY direction in FIG. 1).
Moreover, the column joining member embedding holes 12a and 12a are holes for embedding the column joining member 11, and the diameter thereof is slightly larger than the diameter of the column joining member.
Furthermore, the depth (the length in the XY direction in FIG. 1) of the column bonding member embedded holes 12a, 12a is formed to be substantially the same as the length of the column bonding member 12.

また、底面部12b,12bと直交する側面のうち、相対向する2側面の両端部からは、柱側ピンガイド孔12c,12c,12c,12cが水平方向(図1のX−Y方向と直交する方向)に形成されている。
この柱側ピンガイド孔12c,12c,12c,12cは、柱接合部材11が挿入されたとき、ピン貫通孔11a,11aが配設される位置に向かって形成されている。
Further, of the side surfaces orthogonal to the bottom surface portions 12b and 12b, the column side pin guide holes 12c, 12c, 12c, and 12c are in the horizontal direction (perpendicular to the XY direction in FIG. Direction).
The column side pin guide holes 12c, 12c, 12c, and 12c are formed toward positions where the pin through holes 11a and 11a are disposed when the column joining member 11 is inserted.

柱側ピンガイド孔12c,12c,12c,12cは、柱接合部材11を固定するための固定ピン14,14を、柱接合部材埋設孔12a,12aに向けて打ち込む際に、ガイドとなる孔である。
柱側ピンガイド孔12c,12c,12c,12cが相対向する2つの側面から設けられているのは、どちら側の側面からでも固定ピン14,14を打ち込むことができるようにするためである。よって、1つの側面からのみ設けられていてもよい。
また、この柱側ピンガイド孔12c,12c,12c,12cは、必ずしも設けられる必要はなく、固定ピン14,14を打ち込む位置を示すための目印を柱部材12の側面に付してもよい。
The column side pin guide holes 12c, 12c, 12c, and 12c are holes that serve as guides when the fixing pins 14 and 14 for fixing the column bonding member 11 are driven toward the column bonding member embedded holes 12a and 12a. is there.
The column side pin guide holes 12c, 12c, 12c, 12c are provided from two opposite side surfaces so that the fixing pins 14, 14 can be driven from either side. Therefore, it may be provided only from one side.
Further, the column side pin guide holes 12c, 12c, 12c, 12c are not necessarily provided, and a mark for indicating a position where the fixing pins 14, 14 are driven may be attached to the side surface of the column member 12.

本実施形態に係る位置合せ部材13,13は、公知のピアノ線である。
位置合せ部材13,13は、柱接合部材11,11を所定位置に導くと共に、後述する横架材1に形成された横架材側ピンガイド孔1c,1c,1c,1cと、ピン貫通孔11a,11aを連通させるための部材である。
この位置合せ部材13,13は、柱接合部材11,11のピン貫通孔11a,11a(柱接合部材11,11が柱部材12に埋設されたときに、底面12b,12b側に配置される側のピン貫通孔11a,11a)に貫通させて使用する。
ただし、位置合せ部材13,13は、必ずしもピアノ線である必要はなく、必要な強度が確保でき、ピン貫通孔11a,11aに貫通させることができるものであれば、テグス等、どのような素材が選択されてもよい。
The alignment members 13 and 13 according to the present embodiment are known piano wires.
The alignment members 13, 13 guide the column joining members 11, 11 to a predetermined position, and also have horizontal member side pin guide holes 1 c, 1 c, 1 c, 1 c formed in the horizontal member 1 described later, and pin through holes It is a member for making 11a and 11a communicate.
The alignment members 13 and 13 are provided on the pin through holes 11a and 11a of the column bonding members 11 and 11 (the side disposed on the bottom surface 12b and 12b side when the column bonding members 11 and 11 are embedded in the column member 12). The pin through holes 11a and 11a) are used.
However, the alignment members 13 and 13 do not necessarily need to be piano wires, and any material such as Tegs can be used as long as the necessary strength can be ensured and the pin through holes 11a and 11a can be penetrated. May be selected.

本実施形態に係る固定ピン14,14,14,14としては、公知のドリフトピンが使用される。
また、固定ピン14,14,14,14の径は、ピン貫通孔11a,11aの径より僅かに大きく形成されている。
よって、固定ピン14,14,14,14は、ピン貫通孔11a,11aを押し広げた状態で固定される。
このため、固定ピン14,14,14,14は、ピン貫通孔11a,11aに密着し、柱接合部材11は、固定ピン14,14,14,14によって確実に固定される。
A known drift pin is used as the fixing pins 14, 14, 14, 14 according to the present embodiment.
Further, the diameters of the fixing pins 14, 14, 14, and 14 are formed slightly larger than the diameters of the pin through holes 11a and 11a.
Therefore, the fixing pins 14, 14, 14, and 14 are fixed in a state where the pin through holes 11a and 11a are pushed and expanded.
For this reason, the fixing pins 14, 14, 14, 14 are in close contact with the pin through holes 11 a, 11 a, and the column joining member 11 is securely fixed by the fixing pins 14, 14, 14, 14.

次いで、図2乃至図11により、本実施形態に係る柱固定ユニット10を用いて、2本の横架材1,1間の空間に、柱部材12を立設する方法を説明する。
本実施形態に係る、横架材1,1は、公知の角材であり、水平方向に略平行に配設されている。
本実施形態に係る横架材1,1には、横架材側柱接合部材埋設孔1a,1aが穿孔されている。
この横架材側柱接合部材埋設孔1a,1aは、柱部材12,12の底面部12b,12bが当接する面(以下、「当接面1b,1b」と記す)から鉛直方向に穿孔されている。
Next, with reference to FIGS. 2 to 11, a method of erecting the column member 12 in the space between the two horizontal members 1 and 1 using the column fixing unit 10 according to the present embodiment will be described.
The horizontal members 1 and 1 according to the present embodiment are known square members, and are disposed substantially parallel to the horizontal direction.
In the horizontal members 1 and 1 according to the present embodiment, horizontal member side column joining member buried holes 1a and 1a are formed.
The horizontal member side column joining member buried holes 1a, 1a are drilled in a vertical direction from a surface (hereinafter, referred to as "contact surface 1b, 1b") on which the bottom surface portions 12b, 12b of the column members 12, 12 abut. ing.

また、当接面1b,1bと直交する側面のうち、相対向する2つの側面からは、横架材側ピンガイド孔1c,1c,1c,1cが水平方向に形成されている。
この横架材側ピンガイド孔1c,1c,1c,1cは、柱接合部材11,11が横架材側柱接合部材埋設孔1a,1aに挿入されたとき、ピン貫通孔11a,11aが配設される位置に向かって形成されている。
また、横架材側ピンガイド孔1c,1c,1c,1cには、位置合せ部材13,13が貫通させられ、後述する柱接合部材11の位置合せを行なうために使用される。
更に、横架材側ピンガイド孔1c,1c,1c,1cは、固定ピン14,14を、横架材側柱接合部材埋設孔12a,12aに向けて打ち込む際に、ガイドとなる孔でもある。
In addition, horizontal member-side pin guide holes 1c, 1c, 1c, 1c are formed in the horizontal direction from two opposite side surfaces of the side surfaces orthogonal to the contact surfaces 1b, 1b.
The horizontal member side pin guide holes 1c, 1c, 1c, 1c are arranged so that the pin through holes 11a, 11a are arranged when the column connecting members 11, 11 are inserted into the horizontal member side column connecting member embedded holes 1a, 1a. It is formed toward the position where it is installed.
Further, alignment members 13 and 13 are passed through the horizontal member side pin guide holes 1c, 1c, 1c and 1c, and are used for alignment of a column joining member 11 which will be described later.
Furthermore, the horizontal member-side pin guide holes 1c, 1c, 1c, 1c are also holes that serve as guides when the fixing pins 14, 14 are driven toward the horizontal member-side column joining member embedded holes 12a, 12a. .

まず、図2及び図3により位置合せ部材13,13の配設方法を説明する。
なお、上側に配設されている横架材1及び下側に配設されている横架材1に柱部材12を固定する工程は、天地が逆であるのみで、同一の工程であるため、下側に配設されている横架材1に対する位置合せ部材13の配設方法のみを説明する。
また、図3は、A−A線端面のうち下部側の一部を示したものである。
First, an arrangement method of the alignment members 13 and 13 will be described with reference to FIGS.
The process of fixing the column member 12 to the horizontal member 1 disposed on the upper side and the horizontal member 1 disposed on the lower side is the same process except that the top and bottom are reversed. Only the arrangement method of the alignment member 13 with respect to the horizontal member 1 arranged on the lower side will be described.
FIG. 3 shows a part on the lower side of the end surface along the line AA.

まず、柱接合部材11の下端側に形成されたピン貫通孔11aに、位置合せ部材13を貫通させる。
次いで、位置合せ部材13の端部13a(図2の手前側端部)を横架材1に形成された横架材側柱接合部材埋設孔1aに挿入し、横架材側ピンガイド孔1c(図2の手前側に位置するもの)より外部へ出す。
同様に、位置合せ部材13の端部13b(図2の奥側端部)を横架材1に形成された横架材側柱接合部材埋設孔1aに挿入し、横架材側ピンガイド孔1c(図2の奥側に位置するもの)より外部へ出す。
First, the alignment member 13 is passed through the pin through hole 11 a formed on the lower end side of the column joining member 11.
Next, the end 13a (front end in FIG. 2) of the alignment member 13 is inserted into the horizontal member-side column joining member embedded hole 1a formed in the horizontal member 1, and the horizontal member-side pin guide hole 1c. (The one located on the front side in FIG. 2)
Similarly, the end 13b (the back end in FIG. 2) of the alignment member 13 is inserted into the horizontal member side column joining member embedded hole 1a formed in the horizontal member 1, and the horizontal member side pin guide hole is inserted. 1c (outside of FIG. 2) is taken out.

このように、位置合せ部材13を、所定位置に配設した後、柱接合部材11を、柱部材12に形成された柱接合部材埋設孔12aに挿入する。
この状態での、図2のA−A線での端面図が図3である。
このように、この状態で、端部13a及び13bを図3の矢印方向に引くと、柱接合部材11は、横架材側柱接合部材埋設孔1aに挿入されるとともに、柱接合部材11の下端側に形成されたピン貫通孔12aと、横架材1に形成された横架材側ピンガイド孔1cが連通することとなる。
Thus, after the alignment member 13 is disposed at a predetermined position, the column bonding member 11 is inserted into the column bonding member embedded hole 12 a formed in the column member 12.
FIG. 3 is an end view taken along line AA in FIG. 2 in this state.
Thus, in this state, when the end portions 13a and 13b are pulled in the direction of the arrow in FIG. 3, the column joining member 11 is inserted into the horizontal member side column joining member buried hole 1a and the column joining member 11 The pin through hole 12a formed on the lower end side and the horizontal member side pin guide hole 1c formed in the horizontal member 1 communicate with each other.

次いで、図4乃至図11により、柱部材12を横架材1,1間に固定する工程を説明する。
まず、図4に示すように、交換が必要な柱を取り除く。
このとき、必要であれば、横架材1,1を支持し、強度を維持するために、横架材1,1間に仮柱2,2を設置してもよい。
次いで、上記の方法で位置合せ部材13,13を配設した後、図5に示すように柱部材12を横架材1,1間に配設する。
このとき、柱部材12の鉛直方向の長さは、横架材1,1間の距離tとほぼ同一となっている。
Next, a process of fixing the column member 12 between the horizontal members 1 and 1 will be described with reference to FIGS.
First, as shown in FIG. 4, the pillars that need to be replaced are removed.
At this time, if necessary, in order to support the horizontal members 1 and 1 and maintain the strength, temporary columns 2 and 2 may be installed between the horizontal members 1 and 1.
Next, after the alignment members 13 and 13 are disposed by the above method, the column member 12 is disposed between the horizontal members 1 and 1 as shown in FIG.
At this time, the length of the column member 12 in the vertical direction is substantially the same as the distance t between the horizontal members 1 and 1.

また、柱部材11の下端側に形成された柱接合部材埋設孔11aに埋設されている柱接合部材11は、重力により下側へ落下する可能性があるので、柱接合部材11の下端部が横架材1上面に支持されるまで(図6の状態となるまで)、柱接合部材11の下端側を支持しておく必要がある。
これは、作業員が手で押えていても良いし、肉薄な平板を柱部材11下側の底面12bに取り外し可能に配設することによって支持してもよい。
Further, since the column bonding member 11 embedded in the column bonding member embedded hole 11a formed on the lower end side of the column member 11 may fall down due to gravity, the lower end portion of the column bonding member 11 is It is necessary to support the lower end side of the column joining member 11 until it is supported on the upper surface of the horizontal member 1 (until the state shown in FIG. 6 is reached).
This may be supported by a worker by hand, or by disposing a thin flat plate on the bottom surface 12b below the column member 11 so as to be removable.

次いで、図7に示すように、所定位置に柱部材12が配設されたら、位置合せ部材13の端部13a,13a及び端部13b,13bを矢印方向へ引く。
図8は、図7のB−B線端面図であり、位置合せ部材13の端部13a,13a及び端部13b,13bを矢印方向へ引いている途中経過を示す。
なお、図8はB−B線端面のうち下側の一部を示したものである。
Next, as shown in FIG. 7, when the column member 12 is disposed at a predetermined position, the end portions 13 a and 13 a and the end portions 13 b and 13 b of the alignment member 13 are pulled in the arrow direction.
FIG. 8 is an end view taken along the line B-B in FIG. 7, and shows the progress of pulling the end portions 13 a and 13 a and the end portions 13 b and 13 b of the alignment member 13 in the direction of the arrow.
FIG. 8 shows a part of the lower side of the end surface of the line BB.

図8に示すように、位置合せ部材13を矢印方向へ引くと、柱接合部材11が、横架材側柱接合部材埋設孔1a内に配設されるとともに、横架材1に形成された横架材側ピンガイド孔1c,1cと柱接合部材11の下端側に形成されたピン貫通孔11aとが連通するように位置合せされる。   As shown in FIG. 8, when the alignment member 13 is pulled in the direction of the arrow, the column bonding member 11 is disposed in the horizontal member side column bonding member buried hole 1 a and is formed in the horizontal member 1. The horizontal member side pin guide holes 1c, 1c and the pin through hole 11a formed on the lower end side of the column joining member 11 are aligned.

また、横架材側ピンガイド孔1c,1cと柱接合部材11の下端側に形成されたピン貫通孔11aとが連通した状態においては、柱側ピンガイド孔12c,12c(柱部材12の下端側)と、柱接合部材11の上端側に形成されたピン貫通孔11aとが連通するように、柱側ピンガイド孔12c,12cが形成される位置が設計されている。   In the state where the horizontal member side pin guide holes 1c, 1c and the pin through hole 11a formed on the lower end side of the column joining member 11 communicate with each other, the column side pin guide holes 12c, 12c (the lower end of the column member 12). Side) and the pin through holes 11a formed on the upper end side of the column bonding member 11 are designed so that the column side pin guide holes 12c, 12c are formed.

このように、上側に配設されている横架材1に形成された横架材側ピンガイド孔1c,1cと柱接合部材11上端部に形成されたピン貫通孔11aもまた、連通するように位置合せされるとともに、柱側ピンガイド孔12c,12c(柱部材12の上端側)と、柱接合部材11の下端側に形成されたピン貫通孔11aとが連通するように位置合せされる。   Thus, the horizontal member side pin guide holes 1c, 1c formed in the horizontal member 1 arranged on the upper side and the pin through hole 11a formed in the upper end portion of the column joining member 11 also communicate with each other. And the column-side pin guide holes 12c, 12c (the upper end side of the column member 12) and the pin through-holes 11a formed on the lower end side of the column joining member 11 communicate with each other. .

このように、柱側ピンガイド孔12c,12c,12c,12c、ピン貫通孔11a,11a、横架材側ピンガイド孔1c,1c,1c,1c、がそれぞれ所定の位置に位置合せされる。
次いで、図9に示すように、柱側ピンガイド孔12c,12c及び横架材側ピンガイド孔1c,1cに向けて、固定ピン14,14,14,14を打ち込み、横架材1,1及び柱部材12に柱接合部材11を固定するとともに、位置合せ部材13,13を抜き取る。
なお、この位置合せ部材13,13は必ずしも抜き取る必要はなく、固定ピン14,14,14,14を打ち込んだ後、外部に突出している部分を切断してもよい。
Thus, the column side pin guide holes 12c, 12c, 12c, 12c, the pin through holes 11a, 11a, and the horizontal member side pin guide holes 1c, 1c, 1c, 1c are aligned at predetermined positions, respectively.
Next, as shown in FIG. 9, the fixing pins 14, 14, 14, 14 are driven into the column side pin guide holes 12 c, 12 c and the horizontal member side pin guide holes 1 c, 1 c, and the horizontal members 1, 1 are driven. And the column joining member 11 is fixed to the column member 12, and the alignment members 13 and 13 are extracted.
The alignment members 13 and 13 do not necessarily have to be removed, and after the fixing pins 14, 14, 14, 14 are driven, the portions protruding to the outside may be cut.

図10は、このようにして、柱部材12が横架材1,1間に固定された状態を示し、図11は、図10のC−C線端面図を示す。
なお、図11は、C−C線端面のうち、下側の一部を示したものである。
このように、横架材側ピンガイド孔1c,1cとピン貫通孔11a、及び柱側ピンガイド孔12c,12cとピン貫通孔11aは、連通するように位置合せされ、その連通孔に固定ピン14,14が打ちこまれる。
上側に位置する横架材1側においても、天地が逆になるだけで、同様である。
以上のように、柱接合部材11を介して横架材1,1間に、柱部材12が立設される。
10 shows a state in which the column member 12 is fixed between the horizontal members 1 and 1 in this way, and FIG. 11 shows an end view taken along the line CC of FIG.
FIG. 11 shows a part of the lower side of the end face of the line CC.
In this way, the horizontal member side pin guide holes 1c, 1c and the pin through hole 11a, and the column side pin guide holes 12c, 12c and the pin through hole 11a are aligned so as to communicate with each other, and a fixed pin is connected to the communication hole. 14,14 is struck.
The same applies to the horizontal member 1 located on the upper side, except that the top and bottom are reversed.
As described above, the column member 12 is erected between the horizontal members 1 and 1 via the column bonding member 11.

このように、本実施形態に係る柱固定ユニット10を用いることによって、横架材1、1の間に柱部材12を容易に立設することができる。
本実施形態に係る柱固定ユニット10は、特に、横架材1,1間に立設された柱部材12を交換する際に好適である。
柱固定ユニット10を用いれば、横架材1,1を取り除くことなく、柱部材12を交換することができるとともに、柱部材12を固定するための部材のほとんどが、埋設されてしまう。
よって、デザイン性を損ねることなく柱を立設することができるとともに、固定ピン14を打ち込む位置を容易に合わせることができるため、施工効率も向上する。
Thus, the column member 12 can be easily erected between the horizontal members 1 and 1 by using the column fixing unit 10 according to the present embodiment.
The column fixing unit 10 according to the present embodiment is particularly suitable when the column member 12 erected between the horizontal members 1 and 1 is replaced.
If the column fixing unit 10 is used, the column member 12 can be replaced without removing the horizontal members 1 and 1, and most of the members for fixing the column member 12 are buried.
Therefore, the column can be erected without impairing the design, and the position where the fixing pin 14 is driven can be easily matched, so that the construction efficiency is also improved.

本発明の一実施形態に係る柱固定ユニットを示す説明図である。It is explanatory drawing which shows the pillar fixing unit which concerns on one Embodiment of this invention. 本発明の一実施形態に係る柱固定ユニットを使用して2個の横架材の間に柱が立設される様子を示す分解図である。It is an exploded view which shows a mode that a pillar erects between two horizontal members using the pillar fixing unit which concerns on one Embodiment of this invention. 図2において柱接合部材が埋設された状態でのA−A線端面相当図である。It is an AA line end surface equivalent figure in the state by which the column joining member was embed | buried in FIG. 本発明の一実施形態に係る柱固定ユニットを用いて柱を交換する工程を示す説明図である。It is explanatory drawing which shows the process of replacing | exchanging a pillar using the pillar fixing unit which concerns on one Embodiment of this invention. 本発明の一実施形態に係る柱固定ユニットを用いて柱を交換する工程を示す説明図である。It is explanatory drawing which shows the process of replacing | exchanging a pillar using the pillar fixing unit which concerns on one Embodiment of this invention. 本発明の一実施形態に係る柱固定ユニットを用いて柱を交換する工程を示す説明図である。It is explanatory drawing which shows the process of replacing | exchanging a pillar using the pillar fixing unit which concerns on one Embodiment of this invention. 本発明の他の実施形態に係る柱固定ユニットを用いて柱を交換する工程を示す説明図である。It is explanatory drawing which shows the process of replacing | exchanging a pillar using the pillar fixing unit which concerns on other embodiment of this invention. 図7のB−B線端面図である。FIG. 8 is an end view taken along line BB in FIG. 7. 本発明の一実施形態に係る柱固定ユニットを用いて柱を交換する工程を示す説明図である。It is explanatory drawing which shows the process of replacing | exchanging a pillar using the pillar fixing unit which concerns on one Embodiment of this invention. 本発明の一実施形態に係る柱固定ユニットを用いて柱を交換する工程を示す説明図である。It is explanatory drawing which shows the process of replacing | exchanging a pillar using the pillar fixing unit which concerns on one Embodiment of this invention. 図10のC−C線端面図である。It is the CC sectional view taken on the line of FIG.

符号の説明Explanation of symbols

1 横架材
1a 第1の挿入孔(横架材側柱接合部材埋設孔)
1b 当接面
1c 固着部材ガイド孔(横架材側ピンガイド孔)
2 仮柱
10 柱固定ユニット
11 柱接合部材
11a 貫通孔(ピン貫通孔)
12 柱部材
12a 第2の挿入孔(柱接合部材埋設孔)
12b 底面部
12c 柱側ピンガイド孔
13 位置合せ部材
13a 端部
13b 端部
14 固着部材(固定ピン)
1 Horizontal member 1a 1st insertion hole (horizontal member side column joining member embedding hole)
1b Contact surface 1c Adhering member guide hole (horizontal material side pin guide hole)
2 Temporary column 10 Column fixing unit 11 Column joining member 11a Through hole (pin through hole)
12 pillar member 12a 2nd insertion hole (column joining member embedding hole)
12b Bottom face part 12c Column side pin guide hole 13 Positioning member 13a End part 13b End part 14 Fixing member (fixing pin)

Claims (5)

複数の横架材の間に柱部材を固定するための柱固定ユニットであって、
該柱固定ユニットは、前記柱部材と前記横架材を接合する柱接合部材と、該柱接合部材の配設位置の位置合せを行なう位置合せ部材と、前記柱接合部材と前記柱部材、及び前記柱接合部材と前記横架材それぞれを固定する固着部材と、を備えて構成され、
前記柱接合部材には、前記固着部材が配設される貫通孔が設けられており、
前記横架材には、前記柱接合部材を挿入するための第1の挿入孔が、前記横架材と前記柱部材との当接面から形成されるとともに、前記柱接合部材が前記第1の挿入孔に挿入された際、前記貫通孔の配置位置に一致するように、前記横架材側面から固着部材ガイド孔が形成されており、
前記柱部材には、前記柱接合部材を挿入するための第2の挿入孔が、前記柱部材と前記横架材との当接面から形成され、
前記位置合せ部材は、前記貫通孔を貫通して配設されているとともに、
前記位置合せ部材の端部は、前記第1の挿入孔から、前記固着部材ガイド孔を通って、前記横架材外部に導かれて配設されることを特徴とする柱固定ユニット。
A column fixing unit for fixing a column member between a plurality of horizontal members,
The column fixing unit includes: a column bonding member that bonds the column member and the horizontal member; an alignment member that aligns an arrangement position of the column bonding member; the column bonding member and the column member; A fixing member for fixing the column joining member and the horizontal member,
The column joint member is provided with a through hole in which the fixing member is disposed,
A first insertion hole for inserting the column joining member is formed in the horizontal member from a contact surface between the horizontal member and the column member, and the column joining member is formed by the first member. A fixing member guide hole is formed from the side surface of the horizontal member so as to coincide with the arrangement position of the through hole when inserted into the insertion hole.
A second insertion hole for inserting the column joining member is formed in the column member from a contact surface between the column member and the horizontal member,
The alignment member is disposed through the through hole, and
The column fixing unit is characterized in that an end portion of the alignment member is guided and arranged outside the horizontal member from the first insertion hole, through the fixing member guide hole.
前記固着部材ガイド孔は、前記横架材の前記柱部材との当接面と略垂直な相対向する2つの面から、それぞれ設けられており、
前記位置合せ部材は、前記貫通孔を貫通して配設されているとともに、
前記位置合せ部材の端部は、前記第1の挿入孔から、それぞれの前記固着部材ガイド孔を通って、前記横架材外部に導かれて配設されることを特徴とする請求項1に記載の柱部材固定ユニット。
The fixing member guide holes are respectively provided from two opposing surfaces that are substantially perpendicular to the contact surface of the horizontal member with the column member,
The alignment member is disposed through the through hole, and
The end portion of the alignment member is guided and disposed outside the horizontal member from the first insertion hole through the fixing member guide hole. The column member fixing unit described.
前記第2の挿入孔の深さは、前記柱接合部材の長さよりも大きく形成されていることを特徴とする請求項1に記載の柱部材固定ユニット。 The column member fixing unit according to claim 1, wherein a depth of the second insertion hole is formed larger than a length of the column joining member. 柱部材と横架材とを接合する柱接合部材と、該柱接合部材の配設位置の位置合せを行なう位置合せ部材と、前記柱接合部材と前記柱部材、及び前記柱接合部材と前記横架材をそれぞれ固定する固着部材と、を備えて構成される柱固定ユニットによって、複数の横架材の間に柱部材を固定するための柱固定方法であって、
前記位置合せ部材を、前記柱接合部材に設けられた、前記固着部材の配設用の貫通孔に貫通させて予め配設し、
前記横架材の前記柱部材との当接面から形成された、前記柱接合部材を挿入するための第1の挿入孔に、前記位置合せ部材の端部を挿入し、
前記柱接合部材が前記第1の挿入孔に挿入された際、前記貫通孔が配設される位置に一致するように、前記横架材側面から形成された固着部材ガイド孔から、前記端部を前記横架材外部に導き出して配設する第1の工程と、
前記柱部材の前記横架材との当接面から形成された、前記柱接合部材を挿入するための第2の挿入孔に、前記柱接合部材を挿入する第2の工程と、
前記柱接合部材が挿入された前記柱部材を、前記横架材の側面上の所定の位置へ配設する第3の工程と、
前記位置合せ部材の端部を、前記横架材外部に引き出すことによって、前記柱接合部材を、前記第1の挿入孔の適正位置に導く第4の工程と、
前記柱部材の外部から、前記柱接合部材に向って前記固着部材を配設するとともに、前記横架材の外部から、前記固着部材ガイド孔に沿って、前記貫通孔に向って固着部材を配設する第5の工程と、を行なうことを特徴とする柱固定方法。
A column joining member that joins the column member and the horizontal member, an alignment member that aligns the arrangement position of the column joining member, the column joining member and the column member, and the column joining member and the lateral member. A column fixing method for fixing a column member between a plurality of horizontal members by a column fixing unit configured to include a fixing member for fixing each frame member,
The alignment member is preliminarily disposed through the through hole for disposing the fixing member provided in the column joining member,
Inserting the end of the alignment member into the first insertion hole for inserting the column joining member formed from the contact surface of the horizontal member with the column member,
When the column joining member is inserted into the first insertion hole, the end portion extends from the fixing member guide hole formed from the side surface of the horizontal member so as to coincide with the position where the through hole is disposed. A first step of guiding and arranging outside the horizontal member;
A second step of inserting the column joining member into a second insertion hole for inserting the column joining member formed from a contact surface of the pillar member with the horizontal member;
A third step of disposing the column member into which the column joining member is inserted at a predetermined position on a side surface of the horizontal member;
A fourth step of guiding the column joining member to an appropriate position of the first insertion hole by pulling out an end portion of the alignment member to the outside of the horizontal member;
The fixing member is arranged from the outside of the column member toward the column joining member, and the fixing member is arranged from the outside of the horizontal member along the fixing member guide hole toward the through hole. And a fifth step of providing a pillar fixing method.
前記柱接合部材には、前記横架材側に配設される前記貫通孔と、前記柱部材側に配設される第2の貫通孔が設けられており、
前記柱部材には、前記柱接合部材が前記第1の挿入孔に導かれた際、前記第2の貫通孔が配設される位置に向かって、前記柱部材側面から形成された第2の固着部材ガイド孔が形成されており、
前記第5の工程では、前記柱部材の外部から、前記第2の固着部材ガイド孔に沿って、前記柱接合部材に形成された第2の貫通孔に向けて前記固着部材を配設することを特徴とする請求項4に記載の柱固定方法。


The column joint member is provided with the through hole disposed on the horizontal member side and a second through hole disposed on the column member side,
The column member includes a second member formed from a side surface of the column member toward a position where the second through hole is disposed when the column joining member is guided to the first insertion hole. The fixing member guide hole is formed,
In the fifth step, the fixing member is disposed from the outside of the column member along the second fixing member guide hole toward the second through hole formed in the column joining member. The column fixing method according to claim 4.


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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010053514A (en) * 2008-08-26 2010-03-11 Sekisui House Ltd Construction method for replacing column
JP2011185011A (en) * 2010-03-11 2011-09-22 Railway Technical Research Institute Method of constructing structure column

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63225711A (en) * 1987-03-14 1988-09-20 東小野 秀雄 Method of assembling plate and bar with cavity and internal joint
JPH07150638A (en) * 1993-10-07 1995-06-13 Kaneko Seisakusho:Kk Connecting structure for column and horizontal member in wooden building
JP2005023622A (en) * 2003-07-01 2005-01-27 Sadayuki Hatakeyama Connection device between column and horizontal member

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63225711A (en) * 1987-03-14 1988-09-20 東小野 秀雄 Method of assembling plate and bar with cavity and internal joint
JPH07150638A (en) * 1993-10-07 1995-06-13 Kaneko Seisakusho:Kk Connecting structure for column and horizontal member in wooden building
JP2005023622A (en) * 2003-07-01 2005-01-27 Sadayuki Hatakeyama Connection device between column and horizontal member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010053514A (en) * 2008-08-26 2010-03-11 Sekisui House Ltd Construction method for replacing column
JP2011185011A (en) * 2010-03-11 2011-09-22 Railway Technical Research Institute Method of constructing structure column

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