JP3627753B1 - Connection structure of pillar and horizontal member and frame structure - Google Patents

Connection structure of pillar and horizontal member and frame structure Download PDF

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JP3627753B1
JP3627753B1 JP2004139546A JP2004139546A JP3627753B1 JP 3627753 B1 JP3627753 B1 JP 3627753B1 JP 2004139546 A JP2004139546 A JP 2004139546A JP 2004139546 A JP2004139546 A JP 2004139546A JP 3627753 B1 JP3627753 B1 JP 3627753B1
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tenon
column
horizontal member
longitudinal direction
horizontal
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JP2005105806A (en
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豊博 植岡
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カスタムハウジング株式会社
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Abstract

【課題】 構造が簡単で、曲げモーメントにより生じる圧縮応力、引っ張り応力の両方に十分に耐える強度を備えた柱と横架材との接続構造及びフレーム構造を提供する。
【解決手段】 一方側が柱110に、他方側が横架材120に挿入固定されるプレート部材40と、一方側が柱110に、他方側が横架材120に挿入されると共に、前記プレート部材40を挟んだ両側に配設されるほぞ部材50を備え、ほぞ部材50は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成され、ほぞ部材50の一方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交し、他方側に形成された貫通孔は、隣接した貫通孔同士が、ほぞ部材50の長手方向に延びる中心線を挟んで交互に配設され、前記貫通孔にドリフトピンを貫通させることにより、ほぞ部材50を柱110及び横架材120に固定した柱と横架材との結合構造である。
【選択図】 図5

PROBLEM TO BE SOLVED: To provide a connection structure between a column and a horizontal member and a frame structure having a simple structure and having a strength sufficient to withstand both a compressive stress and a tensile stress caused by a bending moment.
SOLUTION: One side is inserted into and fixed to a column 110, the other side is inserted into and fixed to a horizontal member 120, and one side is inserted into a column 110 and the other side is inserted into a horizontal member 120, and the plate member 40 is sandwiched between The tenon member 50 is provided on both sides, and the tenon member 50 is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at a predetermined interval in the longitudinal direction. The through holes formed on one side of the tenon member 50 are adjacent to each other and the through holes formed on the other side are adjacent to each other in the longitudinal direction of the tenon member 50. In this structure, the tenon member 50 is fixed to the column 110 and the horizontal member 120 by being alternately arranged with the center line extending in the middle, and the drift pin is passed through the through hole. .
[Selection] Figure 5

Description

本発明は、基礎上に柱を設置するための柱と横架材との接続構造、並びにフレーム構造に関する。   The present invention relates to a connection structure between a pillar and a horizontal member for installing a pillar on a foundation, and a frame structure.

従来、木造軸組住宅では柱と横架材(例えば梁等)のとの結合や、基礎と柱との結合を行うに際には、様々な結合金物が用いられている。例えば、柱を挟んだ横架材同士の結合には、羽子板金物や短冊金物が用いられている。また、筋かいを固定する際には、さらに筋かい固定金物が用いられている。一方、柱と基礎との結合には、ホールダウン金物、かど金物や山形金物等が用いられている。これらはそれぞれに特徴的な機能を持って木造軸組の構造的な強度を高めている。   Conventionally, in a wooden frame house, various coupling hardwares are used when coupling a column and a horizontal member (for example, a beam) or coupling a foundation and a column. For example, a hanger sheet metal or a strip metal is used for joining the horizontal members across the pillar. Further, when fixing the brace, brace fixing hardware is further used. On the other hand, a hole-down hardware, a corner hardware, a Yamagata hardware, etc. are used for the connection between the pillar and the foundation. Each of these has a characteristic function to increase the structural strength of the wooden frame.

このような結合金物を使用した結合構造としては、例えば、柱の上端面に横架材を載置し、これらをほぞ棒金物と座金およびボルトによって結合したものがある。この結合構造では、ほぞ棒金物が、ほぞ棒部とその一端に設けたねじ部とからなり、ほぞ棒金物を柱の上端面から柱の軸方向へ、ねじ部を上方にしてほぞ棒部を嵌入させ、ほぞ棒金物と柱に貫通する貫通金物によりほぞ棒金物と柱を固定し、横架材の上面から座金を介してボルトをほぞ棒金物のねじ部に結合し緊結した構造となっている。(例えば、特許文献1)。   As a coupling structure using such a coupling hardware, for example, there is a structure in which a horizontal member is placed on the upper end surface of a column and these are coupled by a tenon bar hardware, a washer and a bolt. In this coupling structure, the mortise bar hardware is composed of a mortise bar portion and a threaded portion provided at one end thereof. The mortise bar hardware is moved from the upper end surface of the column in the axial direction of the column, and the mortise bar portion is moved upward. The tenon bar metal and the column are fixed with the tenon bar metal and the penetrating metal penetrating the column, and the bolt is joined to the threaded part of the tenon bar metal through the washer from the top of the horizontal member. Yes. (For example, patent document 1).

また、木材の強度変形性能による異方性に合わせて、横架材の曲げモーメントを伝達可能な引張雇いほぞが紹介されている。この引張雇いほぞは、柱と横架材との結合や、基礎と柱との結合に使用される場合、ボルトや座金で接続箱に緊結された状態で両者に固定されるものである。(例えば、特許文献2参照)。
特開2003−155780号 特開2003−261983号
Tensile mortises that can transmit the bending moment of the horizontal member according to the anisotropy due to the strength deformation performance of wood are introduced. When used for joining the pillar and the horizontal member, or joining the foundation and the pillar, this tension tenon is fixed to both in a state of being fastened to the junction box with bolts and washers. (For example, refer to Patent Document 2).
JP 2003-155780 A JP 2003-261983 A

しかしながら、特許文献1に記載された結合構造は、基礎と柱とを連結させる場合、及び柱と横架材とを結合させる場合とも、柱の長手方向(上下方向)に1本のほぞ棒金物を挿入し、このほぞ棒金物に形成された貫通孔にドリフトピンを貫通させる構成を採用している。ここで、柱や横架材に曲げモーメントがかかった場合、曲げモーメントがかかる方向には、圧縮応力と引っ張り応力がかかることになるが、特許文献1に記載された結合構造のように、1本の棒ほぞ金物で曲げモーメントを受けた場合、圧縮応力及び引っ張り応力の両方に対応することが困難である。   However, the coupling structure described in Patent Document 1 is a tenon bar metal in the longitudinal direction (vertical direction) of the column when the foundation and the column are coupled and when the column and the horizontal member are coupled. Is adopted, and the drift pin is passed through the through-hole formed in the tenon bar. Here, when a bending moment is applied to the column or the horizontal member, a compressive stress and a tensile stress are applied in the direction in which the bending moment is applied. When a bar tenon is subjected to a bending moment, it is difficult to cope with both compressive stress and tensile stress.

また、特許文献2に記載された引張雇いほぞは、柱勝ちとなるように柱の両側から横架材を結合させている。この特許文献2には、柱の上下方向に複数のボルトが各々並設するように左右方向に貫通させ、最上部と最下部に配設されたボルトの各端部を、両横架材に取付けられた箱に固定し、さらにこの箱に引張雇いほぞの一端を固定して、他端を横架材に固定し、さらに、他のボルトの各端部を、両横架材に取付けられたガゼットに固定した結合構造が記載されている。この構造は、柱にボルトを貫通させるための複数のボルト孔を形成する必要があり加工に手間がかかるという問題がある。また、柱にとっては、ボルトのみで横架材を支えることになるため、木やせ等により、十分な強度が得られない可能性もあり、また、横架材の曲げモーメントに対し十分に対応することができない虞もある。さらに、横架材には、箱やガゼットを取付ける必要があり、加工に手間がかかるという問題がある。   Moreover, the tension employment tenon described in patent document 2 has joined the horizontal member from the both sides of the column so that it may become a column win. In this Patent Document 2, a plurality of bolts are penetrated in the left-right direction so that a plurality of bolts are juxtaposed in the vertical direction of the pillar, and the ends of the bolts arranged at the uppermost part and the lowermost part are used as both horizontal members. It is fixed to the attached box, and one end of the tension mortise is fixed to this box, the other end is fixed to the horizontal member, and each end of other bolts can be attached to both horizontal members. A binding structure fixed to a gusset is described. This structure has a problem that it is necessary to form a plurality of bolt holes for penetrating the bolts in the column, and it takes time and effort for processing. Also, for pillars, the horizontal member is supported only by bolts, so there is a possibility that sufficient strength may not be obtained due to wood thinning, etc., and it fully responds to the bending moment of the horizontal member There is a possibility that it cannot be done. Furthermore, it is necessary to attach a box or a gusset to the horizontal member, and there is a problem that it takes time and effort for processing.

本発明は、このような従来の問題点を解決することを課題とするものであり、構造が簡単で、曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に十分に耐えうる強度を備えた柱と横架材との接続構造、並びにフレーム構造を提供することを目的とする。   An object of the present invention is to solve such a conventional problem. A column having a simple structure and sufficient strength to withstand both compressive stress and tensile stress caused by a bending moment. It is an object to provide a connection structure with a horizontal member and a frame structure.

この目的を達成するため、本発明は、柱と横架材とを柱勝ちとなるよう結合する柱と横架材との結合構造であって、一方側が柱に挿入固定され、他方側が横架材に挿入固定されるプレート部材と、一方側が柱に挿入され、他方側が横架材に挿入されると共に、前記プレート部材を挟んで前記柱部材の長手方向両側に配設されるほぞ部材と、を備え、前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなる柱と横架材との結合構造を提供するものである。   In order to achieve this object, the present invention is a coupling structure of a column and a horizontal member that joins the column and the horizontal member so that the column wins, and one side is inserted and fixed to the column, and the other side is horizontal. A plate member inserted and fixed to the material, one side inserted into the column, the other side inserted into the horizontal member, and tenon members disposed on both sides in the longitudinal direction of the column member across the plate member, The tenon member is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at positions spaced apart from each other in the longitudinal direction, on the other side of the tenon member The formed through-hole is formed so that adjacent through-holes are substantially orthogonal to each other, and the through-hole formed on one side is a center in which the adjacent through-holes extend in the longitudinal direction of the tenon member. It is formed so as to be alternately arranged across the line. Wherein by passing the drift pin in the through hole, it is the tenon member is provided a coupling structure between the post and formed of a fixed to the horizontal member columns and horizontal member.

そしてまた、本発明は、柱と横架材とを横架材勝ちとなるよう結合する柱と横架材との結合構造であって、一方側が横架材に挿入固定され、他方側が柱に挿入固定されるプレート部材と、一方側が横架材に挿入され、他方側が柱に挿入されると共に、前記プレート部材を挟んで前記横架材の長手方向両側に配設されるほぞ部材と、を備え、前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなる柱と横架材との結合構造を提供するものである。   Further, the present invention is a coupling structure of a column and a horizontal member that joins the column and the horizontal member so that the horizontal member wins, and one side is inserted and fixed to the horizontal member, and the other side is a column. A plate member to be inserted and fixed; a tenon member having one side inserted into the horizontal member and the other side inserted into the column, and tenon members disposed on both sides in the longitudinal direction of the horizontal member across the plate member; The tenon member is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at positions spaced apart from each other in the longitudinal direction, and formed on the other side of the tenon member. The formed through-holes are formed so that adjacent through-holes are substantially orthogonal to each other, and the through-hole formed on one side is a center line in which the adjacent through-holes extend in the longitudinal direction of the tenon member. Formed so as to be alternately arranged across the By passing the drift pin in the hole, which the tenon member is provided a coupling structure between the post and formed of a fixed to the horizontal member columns and horizontal member.

これらの構成を備えた柱と横架材との結合構造は、プレート部材を挟んだ両側にほぞ部材が配設されてなるため、1本の柱及び1本の横架材に対し、プレート部材と複数のほぞ部材が使用されることになる。したがって、曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に十分に耐えうる強度を提供することができる。   The coupling structure of the column and the horizontal member having these configurations is such that the tenon members are disposed on both sides of the plate member, so that the plate member is provided for one column and one horizontal member. A plurality of tenon members will be used. Therefore, it is possible to provide a strength that can sufficiently withstand both the compressive stress and the tensile stress generated by the bending moment.

これら柱と横架材との結合構造では、前記ほぞ部材の他方側に形成された貫通孔は、当該ほぞ部材の長手方向に延びる中心線から偏倚した位置に形成することができる。   In the coupling structure of these columns and the horizontal member, the through hole formed on the other side of the tenon member can be formed at a position deviated from the center line extending in the longitudinal direction of the tenon member.

また、前記ドリフトピンは、前記貫通孔に着脱可能に貫通されることができる。   The drift pin may be detachably penetrated through the through hole.

さらにまた、前記プレート部材は、ボルトを介して前記柱及び横架材に固定される構造にすることができる。   Furthermore, the plate member can be structured to be fixed to the column and the horizontal member via a bolt.

また、本発明は、柱と柱との間に横架材を配置し、柱勝ちとなるよう前記両柱に横架材を結合してなるフレーム構造であって、一方側が柱に挿入固定され、他方側が横架材に挿入固定されるプレート部材と、一方側が柱に挿入され、他方側が横架材に挿入されると共に、前記プレート部材を挟んで前記柱部材の長手方向両側に配設されるほぞ部材と、を備え、前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなるフレーム構造を提供するものである。   Further, the present invention is a frame structure in which a horizontal member is disposed between columns and the horizontal member is coupled to both the columns so as to win the column, and one side is inserted and fixed to the column. A plate member that is inserted and fixed to the horizontal member on the other side, one side is inserted into the column, the other side is inserted into the horizontal member, and disposed on both sides in the longitudinal direction of the column member with the plate member interposed therebetween. A tenon member, wherein the tenon member is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at positions spaced apart from each other in the longitudinal direction. The through holes formed on the other side of the member are formed so that adjacent through holes are substantially orthogonal to each other, and the through holes formed on one side are adjacent to each other of the tenon member. Formed so as to be alternately arranged across the center line extending in the longitudinal direction Is made, by through which the drift pin in the through hole, there is provided a frame structure of the tenon member formed of a fixed to the post and horizontal member.

そしてまた、本発明は、柱と柱との間に横架材を配置し、横架材勝ちとなるよう前記両柱に横架材を結合してなるフレーム構造であって、一方側が横架材に挿入固定され、他方側が柱に挿入固定されるプレート部材と、一方側が横架材に挿入され、他方側が柱に挿入されると共に、前記プレート部材を挟んで前記横架材の長手方向両側に配設されるほぞ部材と、を備え、前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなるフレーム構造を提供するものである。   In addition, the present invention is a frame structure in which a horizontal member is disposed between columns and the horizontal member is combined with both columns so that the horizontal member wins, and one side is horizontal. A plate member that is inserted and fixed to the material and the other side is inserted and fixed to the column; one side is inserted into the horizontal member, the other side is inserted into the column, and both sides in the longitudinal direction of the horizontal member with the plate member interposed therebetween A tenon member disposed in the longitudinal direction, wherein the tenon member is formed with a plurality of through-holes penetrating in a direction substantially perpendicular to the longitudinal direction at positions spaced apart from each other in the longitudinal direction. The through holes formed on the other side of the tenon member are formed so that adjacent through holes are substantially orthogonal to each other, and the through holes formed on one side are adjacent through holes, The tenon members are alternately arranged across the center line extending in the longitudinal direction. It is formed as the by passing the drift pin in the through hole, there is provided a frame structure formed by fixing the tenon member to the post and horizontal member.

さらにまた、本発明は、柱と柱との間に、横架材を互いに間隔をおいて上下方向に複数配置し、当該各横架材を柱勝ちとなるよう前記両柱に結合してなるフレーム構造であって、一方側が柱に挿入固定され、他方側が横架材に挿入固定されるプレート部材と、一方側が柱に挿入され、他方側が横架材に挿入されると共に、前記プレート部材を挟んで前記柱部材の長手方向両側に配設されるほぞ部材と、を備え、前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなるフレーム構造を提供するものである。   Furthermore, in the present invention, a plurality of horizontal members are arranged in the vertical direction between the columns and spaced from each other, and the horizontal members are coupled to the two columns so as to win the column. A frame structure in which one side is inserted and fixed to a pillar and the other side is inserted and fixed to a horizontal member; one side is inserted into a column and the other side is inserted into a horizontal member; Tenon members disposed on both sides in the longitudinal direction of the column member, and the tenon members penetrate in a direction substantially perpendicular to the longitudinal direction at positions spaced apart from each other in the longitudinal direction. The through hole formed on the other side of the tenon member is formed so that adjacent through holes are substantially orthogonal to each other, and the through hole formed on one side The adjacent through holes are in the longitudinal direction of the tenon member Provided is a frame structure which is formed so as to be alternately arranged across an extending center line, and the tenon member is fixed to the column and the horizontal member by passing a drift pin through the through hole. Is.

そしてまた、本発明は、柱と柱との間に、横架材を互いに間隔をおいて上下方向に複数配置し、当該各横架材を横架材勝ちとなるよう前記両柱に結合してなるフレーム構造であって、一方側が横架材に挿入固定され、他方側が柱に挿入固定されるプレート部材と、一方側が横架材に挿入され、他方側が柱に挿入されると共に、前記プレート部材を挟んで前記横架材の長手方向両側に配設されるほぞ部材と、を備え、前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなるフレーム構造を提供するものである。   In the present invention, a plurality of horizontal members are arranged between the columns in the vertical direction at intervals, and each horizontal member is coupled to the two columns so that the horizontal member wins. A plate member in which one side is inserted and fixed to the horizontal member, and the other side is inserted and fixed to the column, and one side is inserted into the horizontal member and the other side is inserted into the column. A tenon member disposed on both sides in the longitudinal direction of the horizontal member across the member, and the tenon members are substantially perpendicular to the longitudinal direction at positions spaced apart from each other in the longitudinal direction. A plurality of through holes penetrating in the direction are formed, and the through holes formed on the other side of the tenon member are formed so that adjacent through holes are substantially orthogonal to each other, and are formed on one side. The through-holes adjacent to each other are the length of the tenon member. A frame structure in which the tenon member is fixed to the column and the horizontal member by passing drift pins through the through-holes. It is to provide.

また、本発明にかかる柱と横架材との接続構造の柱脚構造(すなわち、基礎上に柱を設置するための柱脚構造)としては、前記基礎上に固定されると共に、内部に複数の空間が形成されるよう仕切られてなる柱脚ボックスと、前記柱脚ボックスに固定され、前記柱の柱脚部分に挿入される複数のほぞ部材と、を備え、前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、前記複数の貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、前記ほぞ部材は、前記貫通孔にドリフトピンを貫通させることにより、前記柱の柱脚部分に固定されたものが挙げられる。   The column base structure of the connection structure between the column and the horizontal member according to the present invention (that is, the column base structure for installing the column on the foundation) is fixed on the foundation and includes a plurality of columns therein. A column base box that is partitioned so as to form a space, and a plurality of tenon members that are fixed to the column base box and inserted into the column base part of the column, the tenon member having a longitudinal length thereof A plurality of through-holes penetrating in a direction substantially perpendicular to the longitudinal direction are formed at predetermined intervals in the direction, and the plurality of through-holes are substantially orthogonal to each other. For example, the tenon member is fixed to the column base portion of the column by passing a drift pin through the through hole.

この構成を備えた柱脚構造は、内部に複数の空間が形成されるよう仕切られてなる柱脚ボックスの前記空間毎に少なくとも1本のほぞ部材を配置したため、1本の柱に対し複数のほぞ部材が使用されることになる。したがって、曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に十分に耐えうる強度を提供することができる。   In the column base structure having this configuration, since at least one tenon member is arranged for each space of the column base box that is partitioned so that a plurality of spaces are formed therein, a plurality of columns are provided for each column. A tenon member will be used. Therefore, it is possible to provide a strength that can sufficiently withstand both the compressive stress and the tensile stress generated by the bending moment.

また、前記ほぞ部材は、前記柱脚ボックスの前記空間毎に少なくとも1つ配置されてなることができる。   Further, at least one tenon member may be disposed for each space of the column base box.

そしてまた、前記ほぞ部材に形成された複数の貫通孔は、当該ほぞ部材の長手方向に延びる中心線から偏倚した位置に形成することができる。   In addition, the plurality of through holes formed in the tenon member can be formed at positions deviated from a center line extending in the longitudinal direction of the tenon member.

また、前記ドリフトピンは、前記貫通孔に着脱可能に貫通されることができる。   The drift pin may be detachably penetrated through the through hole.

そしてまた、前記ほぞ部材は、前記柱脚ボックスの内部から外部に貫通するボルトを介して、当該柱脚ボックスに固定されることができる。   In addition, the tenon member can be fixed to the column base box via a bolt penetrating from the inside of the column base box to the outside.

さらにまた、前記柱脚ボックスには、前記ほぞ部材及びドリフトピンを介して1本の柱を設置することもできる。   Furthermore, one column can be installed in the column base box via the tenon member and the drift pin.

本発明にかかる柱と横架材との接続構造は、1本の柱及び1本の横架材に対し、プレート部材と複数のほぞ部材が使用されることになる結果、曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に十分に耐えうる強度を提供することができる。したがって、強靱で信頼性の高い柱と横架材との接続構造を提供することができる。   The connection structure between the column and the horizontal member according to the present invention is a compression caused by a bending moment as a result of using a plate member and a plurality of tenon members for one column and one horizontal member. It is possible to provide strength that can sufficiently withstand both stress and tensile stress. Therefore, it is possible to provide a tough and highly reliable connection structure between the column and the horizontal member.

そしてまた、本発明にかかるフレーム構造は、1本の柱及び1本の横架材に対し、プレート部材と複数のほぞ部材が使用されることになる結果、曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に十分に耐えうる強度を提供することができる。したがって、強靱で信頼性の高いフレーム構造を提供することができる。   In addition, the frame structure according to the present invention uses a plate member and a plurality of tenon members for one column and one horizontal member, and as a result, compressive stress and tensile stress caused by a bending moment. It is possible to provide a strength that can sufficiently withstand both. Therefore, a strong and reliable frame structure can be provided.

次に、本発明の好適な実施の形態にかかる柱と横架材との接続構造について図面を参照して説明する。   Next, a connection structure between a column and a horizontal member according to a preferred embodiment of the present invention will be described with reference to the drawings.

なお、以下に記載される実施例は、本発明を説明するための例示であり、本発明をこれらの実施形態にのみ限定するものではない。したがって、本発明は、その要旨を逸脱しない限り、様々な形態で実施することができる。   In addition, the Example described below is the illustration for demonstrating this invention, and this invention is not limited only to these embodiment. Therefore, the present invention can be implemented in various forms without departing from the gist thereof.

図1は、本発明の実施例1にかかるにかかる柱と横架材との接続構造の柱脚部分を示す正面図、図2は、図1に示す柱脚部分内が判るように透視した透視図、図3は、図2に示すIII−III線に沿った断面図、図4は、図1に示す柱脚部分の構成要素であるほぞ部材の拡大正面図、図5は、本発明の実施例1にかかる柱と横架材との接続構造を示す透視図、図6は、図5に示すVI−VI線に沿った断面図、図7は、図5に示すVII−VII線に沿った断面図、図8は、図5に示す柱と横架材との接続構造の構成要素であるほぞ部材の拡大正面図である。   FIG. 1 is a front view showing a column base portion of a connection structure between a column and a horizontal member according to Embodiment 1 of the present invention, and FIG. 2 is seen through so that the inside of the column base portion shown in FIG. 1 can be seen. 3 is a cross-sectional view taken along line III-III shown in FIG. 2, FIG. 4 is an enlarged front view of a tenon member that is a component of the column base portion shown in FIG. 1, and FIG. FIG. 6 is a cross-sectional view taken along line VI-VI shown in FIG. 5, and FIG. 7 is a line VII-VII shown in FIG. FIG. 8 is an enlarged front view of a tenon member which is a component of the connection structure between the pillar and the horizontal member shown in FIG.

図1〜図4に示すように、実施例1にかかる柱と横架材との接続構造の柱脚部分1は、基礎100上に固定される柱脚ボックス10と、柱脚ボックス10に固定されて柱110の柱脚部分111に挿入されるほぞ部材20と、ほぞ部材20に形成された貫通孔21A、21B、21C及び21Dを各々貫通するドリフトピン31A、31B、31C及び31Dと、を備えて構成されている。   As shown in FIGS. 1 to 4, the column base portion 1 of the connection structure between the column and the horizontal member according to the first embodiment is fixed to the column base box 10 fixed on the foundation 100 and the column base box 10. The tenon member 20 inserted into the column base portion 111 of the column 110 and the drift pins 31A, 31B, 31C and 31D penetrating through the through holes 21A, 21B, 21C and 21D formed in the tenon member 20, respectively. It is prepared for.

柱脚ボックス10は、柱110の底面に対応した底面11及び上面12と、底面11及び上面12との間に互いに対向して設けられた外壁13及び14と、を備えて構成された直方体の箱形を有している。そして、外壁13及び14との間には、これらと平行に配置されかつ底面11及び上面12に設けられた仕切壁15が配設されている。すなわち、この柱脚ボックス10は、仕切壁15によって、内部が2つの空間16及び17が存在するよう仕切られている。この仕切壁15は、柱脚ボックス10の強度を向上させる役割を果たしている。   The column base box 10 is a rectangular parallelepiped having a bottom surface 11 and an upper surface 12 corresponding to the bottom surface of the column 110, and outer walls 13 and 14 provided opposite to each other between the bottom surface 11 and the upper surface 12. Has a box shape. And between the outer walls 13 and 14, the partition wall 15 arrange | positioned in parallel with these and provided in the bottom face 11 and the upper surface 12 is arrange | positioned. That is, the column base box 10 is partitioned by the partition wall 15 so that two spaces 16 and 17 exist inside. The partition wall 15 plays a role of improving the strength of the column base box 10.

また、柱脚ボックス10の上面12には、各々の空間16及び17毎に1つずつ、後に詳述するほぞ部材20を固定するためのボルト32が貫通するボルト孔18が各々形成されている。一方、柱脚ボックス10の下面11には、各々の空間16及び17毎に1つずつ、柱脚ボックス10を基礎100に固定するためのアンカーボルト33が貫通するボルト孔19が各々形成されている。   Further, bolt holes 18 through which bolts 32 for fixing a tenon member 20 to be described in detail later pass are formed in the upper surface 12 of the column base box 10, one for each space 16 and 17. . On the other hand, bolt holes 19 through which anchor bolts 33 for fixing the column base box 10 to the foundation 100 are formed are formed in the lower surface 11 of the column base box 10, one for each space 16 and 17. Yes.

この柱脚ボックス10は、基礎100上に配置され、各々のボルト孔19にアンカーボルト33を挿入し、さらに基礎100に形成されているボルト孔101にアンカーボルト33を挿入固定することで、基礎100に確実に固定される。   The column base box 10 is disposed on the foundation 100, and the anchor bolts 33 are inserted into the respective bolt holes 19, and the anchor bolts 33 are inserted and fixed into the bolt holes 101 formed in the foundation 100. It is securely fixed to 100.

ほぞ部材20は、略円柱状を有し、柱脚ボックス10の空間16及び17に、それぞれ1つずつ配置されている。このほぞ部材20には、その長手方向(図4に示す中心線O方向)に互いに所定の間隔をおいた位置であって、中心線Oから偏倚した位置に、貫通孔21A、21B、21C及び21Dが形成されている。この貫通孔21A、21B、21C及び21Dは、ほぞ部材20の長手方向と略垂直な方向に貫通しており、貫通孔21Bは、貫通孔21Aと相互に直交するよう形成されている。また、貫通孔21Cは、貫通孔21Bと相互に直交すると共に、貫通孔21Aとは中心線Oを挟んだ反対側に形成されている。さらにまた、貫通孔21Dは、貫通孔21Cと相互に直交すると共に、貫通孔21Bとは中心線Oを挟んだ反対側に形成されている。   The tenon member 20 has a substantially columnar shape, and is disposed in each of the spaces 16 and 17 of the column base box 10 one by one. The tenon member 20 is provided with through holes 21A, 21B, 21C and 21C at positions spaced apart from each other in the longitudinal direction (the direction of the center line O shown in FIG. 4) and offset from the center line O. 21D is formed. The through holes 21A, 21B, 21C, and 21D penetrate in a direction substantially perpendicular to the longitudinal direction of the tenon member 20, and the through hole 21B is formed to be orthogonal to the through hole 21A. The through hole 21C is orthogonal to the through hole 21B, and is formed on the opposite side of the through hole 21A with the center line O in between. Furthermore, the through hole 21D is orthogonal to the through hole 21C, and is formed on the opposite side of the through hole 21B with the center line O in between.

また、ほぞ部材20の下端(柱脚ボックス10に配設される側)には、ほぞ部材20の下端を柱脚ボックス10の上面12に固定するためのボルト32が螺合するボルト孔22が形成されている。このほぞ部材20は、柱100の柱脚部分111に形成された挿入孔112に挿入され、柱脚ボックス10の上面12側から突出するボルト32がボルト孔22に螺合することで、柱脚ボックス10に固定される。   Further, a bolt hole 22 into which a bolt 32 for fixing the lower end of the tenon member 20 to the upper surface 12 of the column base box 10 is screwed is provided at the lower end of the tenon member 20 (the side disposed on the column base box 10). Is formed. The tenon member 20 is inserted into the insertion hole 112 formed in the column base portion 111 of the column 100, and the bolt 32 protruding from the upper surface 12 side of the column base box 10 is screwed into the bolt hole 22. It is fixed to the box 10.

ドリフトピン31A、31B、31C及び31Dは、柱110に形成された貫通孔102A、102B、102C及び102Dを各々貫通し、さらに貫通孔21A、21B、21C及び21Dを貫通することにより、ほぞ部材20を柱110の柱脚部分111に固定する。   The drift pins 31A, 31B, 31C, and 31D pass through the through holes 102A, 102B, 102C, and 102D formed in the pillar 110, respectively, and further pass through the through holes 21A, 21B, 21C, and 21D, so that the tenon member 20 Is fixed to the column base portion 111 of the column 110.

この構成を備えた柱脚部分1は、内部に2つの空間16及び17が形成されるよう仕切壁15によって仕切られている柱脚ボックス10を使用し、空間15及び16毎に1本のほぞ部材20を配置したため、1本の柱110に対し2本のほぞ部材20が使用されることになる。したがって、曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に十分に耐えうる強度を提供することができる。さらに、ほぞ部材20は、その中心線Oから偏倚した位置で各々間隔をおいて配設された4本のドリフトピン31A、31B、31C及び31Dによって柱110に固定されているため、さらに曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に耐えうる強度を向上させることができる。したがって、強靱で信頼性の高い柱脚部分1を提供することができる。   The column base portion 1 having this configuration uses a column base box 10 partitioned by a partition wall 15 so that two spaces 16 and 17 are formed therein, and one tenon for each of the spaces 15 and 16. Since the member 20 is disposed, two tenon members 20 are used for one column 110. Therefore, it is possible to provide a strength that can sufficiently withstand both the compressive stress and the tensile stress generated by the bending moment. Further, since the tenon member 20 is fixed to the column 110 by four drift pins 31A, 31B, 31C and 31D which are spaced from each other at a position deviated from the center line O, the bending moment is further increased. It is possible to improve the strength that can withstand both the compressive stress and the tensile stress generated by. Therefore, the tough and highly reliable column base portion 1 can be provided.

本発明の実施例1にかかる柱110と横架材120との連結構造2は、図5〜図7に示すように、柱110と横架材120とを柱勝ちに結合している。この柱110と横架材120との連結構造2は、一方側が柱110に挿入固定され、他方側が横架材120に挿入固定されるプレート部材40と、一方側が柱110に挿入され、他方側が横架材120に挿入されると共に、プレート部材40を挟んだ上下両側に水平に各々配設されるほぞ部材50と、ほぞ部材50の一方側(柱110に挿入される側)に形成された貫通孔51A、51B、51C及び51Dと、他方側(横架材120に挿入される側)に形成された貫通孔21A、21B、21C及び21D、を各々貫通するドリフトピン53A、53B、53C、53D、31A、31B、31C及び31Dと、を備えて構成されている。   As shown in FIG. 5 to FIG. 7, the connecting structure 2 between the pillar 110 and the horizontal member 120 according to the first embodiment of the present invention joins the pillar 110 and the horizontal member 120 to each other. In the connecting structure 2 between the pillar 110 and the horizontal member 120, one side is inserted and fixed to the pillar 110, the other side is inserted and fixed to the horizontal member 120, one side is inserted into the pillar 110, and the other side is The tenon member 50 is inserted into the horizontal member 120 and horizontally disposed on both upper and lower sides across the plate member 40, and formed on one side of the tenon member 50 (the side inserted into the column 110). Drift pins 53A, 53B, 53C passing through the through holes 51A, 51B, 51C and 51D and the through holes 21A, 21B, 21C and 21D formed on the other side (the side inserted into the horizontal member 120), respectively. 53D, 31A, 31B, 31C, and 31D.

プレート部材40は、略四角形の板状を備えており、その約半分(図5でいう左側約半分)が、柱110に形成された挿入溝113に挿入される。また、残りの部分(図5でいう右側約半分)は、横架材120に形成された挿入溝123に挿入される。このプレート部材40は、挿入溝113及び123に挿入された後、ボルト125等の固定部材によって柱110及び横架材120に確実に固定される。   The plate member 40 has a substantially quadrangular plate shape, and about half (about half on the left side in FIG. 5) is inserted into the insertion groove 113 formed in the column 110. Further, the remaining portion (about half of the right side in FIG. 5) is inserted into the insertion groove 123 formed in the horizontal member 120. After the plate member 40 is inserted into the insertion grooves 113 and 123, the plate member 40 is securely fixed to the column 110 and the horizontal member 120 by a fixing member such as a bolt 125.

ほぞ部材50は略円柱状を有し、一方側が、柱110に形成された挿入孔115に挿入され、他方側が横架材120に形成された挿入孔128に挿入される。このほぞ部材50には、その長手方向(図8に示す中心線O方向)に互いに所定の間隔をおいた位置であって、中心線Oから偏倚した位置に、貫通孔51A、51B、51C及び51Dと、21A、21B、21C及び21Dとが形成されている。これらの貫通孔51A、51B、51C及び51Dは、隣接した貫通孔同士が、中心線Oを挟んだ反対側に交互に配設されるよう形成されている。   The tenon member 50 has a substantially cylindrical shape, and one side is inserted into the insertion hole 115 formed in the column 110, and the other side is inserted into the insertion hole 128 formed in the horizontal member 120. The tenon member 50 has through-holes 51A, 51B, 51C and 51C at positions spaced apart from each other in the longitudinal direction (the direction of the center line O shown in FIG. 8) and offset from the center line O. 51D and 21A, 21B, 21C, and 21D are formed. These through holes 51A, 51B, 51C and 51D are formed such that adjacent through holes are alternately arranged on the opposite side across the center line O.

ドリフトピン31A、31B、31C及び31Dは、横架材120に形成された貫通孔132A、132B、132C及び132Dを各々貫通し、さらにほぞ部材50の貫通孔21A、21B、21C及び21Dを貫通することにより、ほぞ部材50を横架材120に固定する。また、ドリフトピン53A、53B、53C、53Dは、柱110に形成された貫通孔142A、142B、142C及び142Dを各々貫通し、さらにほぞ部材50の貫通孔51A、51B、51C及び51Dを貫通することにより、ほぞ部材50を柱110に固定する。   The drift pins 31A, 31B, 31C and 31D pass through the through holes 132A, 132B, 132C and 132D formed in the horizontal member 120, respectively, and further pass through the through holes 21A, 21B, 21C and 21D of the tenon member 50. Thus, the tenon member 50 is fixed to the horizontal member 120. The drift pins 53A, 53B, 53C, and 53D pass through the through holes 142A, 142B, 142C, and 142D formed in the column 110, respectively, and further pass through the through holes 51A, 51B, 51C, and 51D of the tenon member 50. As a result, the tenon member 50 is fixed to the column 110.

このように、実施例1にかかる柱110と横架材120との結合構造2は、プレート部材40と、2本のほぞ部材50とを使用して、柱110と横架材120とを連結することになる。したがって、曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に十分に耐えうる強度を提供することができる。さらに、ほぞ部材50は、その中心線Oから偏倚した位置で各々間隔をおいて配設された4本のドリフトピン53A、53B、53C、53Dによって柱110に、4本のドリフトピン31A、31B、31C及び31Dによって横架材120に固定されているため、さらに曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に耐えうる強度を向上させることができる。したがって、強靱で信頼性の高い柱と横架材との結合構造2を提供することができる。   As described above, the coupling structure 2 between the column 110 and the horizontal member 120 according to the first embodiment uses the plate member 40 and the two tenon members 50 to connect the column 110 and the horizontal member 120. Will do. Therefore, it is possible to provide a strength that can sufficiently withstand both the compressive stress and the tensile stress generated by the bending moment. Further, the tenon member 50 is provided with four drift pins 31A, 31B on the pillar 110 by four drift pins 53A, 53B, 53C, 53D arranged at intervals from each other at a position deviated from the center line O. , 31C and 31D are fixed to the horizontal member 120, so that the strength that can withstand both the compressive stress and the tensile stress caused by the bending moment can be improved. Therefore, it is possible to provide a tough and highly reliable pillar-to-horizontal coupling structure 2.

なお、実施例1では、1本の柱110及び横架材120に対し1枚のプレート部材40と、2本のほぞ部材50を配設した場合について説明したが、これに限らず、プレート部材40は、所望により2枚以上配設してもよく、また、ほぞ部材50は、所望により3本以上配設してもよい。   In addition, although Example 1 demonstrated the case where the one plate member 40 and the two tenon members 50 were arrange | positioned with respect to the one pillar 110 and the horizontal member 120, not only this but a plate member Two or more 40 may be disposed as desired, and three or more tenon members 50 may be disposed as desired.

そしてまた、実施例1では、1本のほぞ部材50の両端部に、4つの貫通孔21A、21B、21C及び21Dと、4つの貫通孔51A、51B、51C及び5Dを開口した場合について説明したが、これに限らず、貫通孔の形成数は、複数であれば特に限定されるものではない。   In the first embodiment, the case where the four through holes 21A, 21B, 21C, and 21D and the four through holes 51A, 51B, 51C, and 5D are opened at both ends of one tenon member 50 has been described. However, the present invention is not limited to this, and the number of through holes formed is not particularly limited as long as it is plural.

さらにまた、実施例1では、1本のほぞ部材50の一端部に対し、各々4本のドリフトピンを配設した場合について説明したが、これに限らず、ドリフトピンの配設数は、複数であれば特に限定されるものではなく、また、ほぞ部材50に形成された貫通孔の全てに挿入しなくてもよい。   Furthermore, in the first embodiment, the case where four drift pins are provided for each one end portion of one tenon member 50 has been described. However, the number of drift pins is not limited to this, and a plurality of drift pins may be provided. If it is, it will not specifically limit, It is not necessary to insert in all the through-holes formed in the tenon member 50.

また、実施例1では、柱110と横架材120とを柱勝ちに結合した場合について説明したが、これに限らず、柱110と横架材120とを横架材勝ちに結合する場合は、図9に示すように、ほぞ部材50を、プレート部材40を挟んだ左右両側に、略鉛直にすればよい。この場合、ほぞ部材50の貫通孔21A、21B、21C及び21Dが形成された側を柱110に形成された挿入孔116に挿入し、貫通孔51A、51B、51C及び5Dが形成された側を横架材120の挿入孔129に挿入すればよい。   Moreover, in Example 1, although the case where the pillar 110 and the horizontal member 120 were combined with the column winning was explained, the present invention is not limited to this, and when the pillar 110 and the horizontal member 120 are combined with the horizontal member winning, As shown in FIG. 9, the tenon member 50 may be substantially vertical on both the left and right sides of the plate member 40. In this case, the side on which the through holes 21A, 21B, 21C and 21D of the tenon member 50 are formed is inserted into the insertion hole 116 formed on the pillar 110, and the side on which the through holes 51A, 51B, 51C and 5D are formed. What is necessary is just to insert in the insertion hole 129 of the horizontal member 120.

また、実施例1では、内部に2つの空間16及び17が形成されるよう仕切壁15によって仕切られた柱脚ボックス10を使用した場合について説明したが、これに限らず、柱脚ボックス10は、内部に3つ以上の空間が形成されるように、複数の仕切壁によって仕切ってもよい。   Moreover, although Example 1 demonstrated the case where the column base box 10 partitioned by the partition wall 15 was used so that two space 16 and 17 might be formed inside, not only this but the column base box 10 is used. The partition may be partitioned by a plurality of partition walls so that three or more spaces are formed inside.

そしてまた、実施例1では、1本の柱110に対し2本のほぞ部材20を配設した場合について説明したが、これに限らず、ほぞ部材20は、所望により3本以上配設してもよい。   In the first embodiment, the case where two tenon members 20 are provided for one column 110 has been described. However, the present invention is not limited to this, and three or more tenon members 20 may be provided as desired. Also good.

さらにまた、実施例1では、1本のほぞ部材20に対し、4つの貫通孔21A、21B、21C及び21Dを開口した場合について説明したが、これに限らず、貫通孔の形成数は、複数であれば特に限定されるものではない。   Furthermore, in the first embodiment, the case where the four through holes 21A, 21B, 21C, and 21D are opened with respect to one tenon member 20 is described. However, the number is not limited to this, and the number of through holes formed is plural. If it is, it will not specifically limit.

また、実施例1では、1本のほぞ部材20に対し、4本のドリフトピン31A、31B、31C及び31Dを配設した場合について説明したが、これに限らず、ドリフトピンの配設数は、複数であれば特に限定されるものではなく、また、ほぞ部材20に形成された貫通孔の全てに挿入しなくてもよい。   In the first embodiment, the case where the four drift pins 31A, 31B, 31C, and 31D are disposed for one tenon member 20 is described. However, the number of drift pins is not limited to this. As long as it is plural, it is not particularly limited, and it does not have to be inserted into all the through holes formed in the tenon member 20.

次に、本発明の実施例2にかかるフレーム構造をについて図面を参照して説明する。   Next, a frame structure according to Embodiment 2 of the present invention will be described with reference to the drawings.

図10は、実施例2にかかるフレーム構造を示す透視図である。   FIG. 10 is a perspective view illustrating the frame structure according to the second embodiment.

なお、実施例2では、実施例1で説明した部材と同様の部材には同一の符号を付し、その詳細な説明は省略する。   In the second embodiment, the same members as those described in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted.

図10に示すように、実施例2にかかるフレーム構造は、実施例2で説明した、柱110と横架材120とを柱勝ちに結合してなる柱110と横架材120との接続構造(図5〜図8参照)を2つ連結して、柱110と柱110との間に横架材120を柱勝ちとなるように固定した構造を備えている。   As shown in FIG. 10, the frame structure according to the second embodiment is a connection structure between the pillar 110 and the horizontal member 120, which is formed by connecting the pillar 110 and the horizontal member 120 in a winning manner, as described in the second example. Two (see FIG. 5 to FIG. 8) are connected, and a structure is provided in which the horizontal member 120 is fixed between the pillars 110 and 110 so as to win the pillar.

このフレーム構造は、実施例2にかかる柱勝ちの柱と横架材との結合構造2と同様に、各々の柱110と横架材120との連結には、プレート部材40と、2本のほぞ部材50が使用されることになる。したがって、曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に十分に耐えうる強度を提供することができる。さらに、ほぞ部材50は、その中心線Oから偏倚した位置で各々間隔をおいて配設された4本のドリフトピン53A、53B、53C、53Dによって柱110に、4本のドリフトピン31A、31B、31C及び31Dによって横架材120に固定されているため、さらに曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に耐えうる強度を向上させることができる。したがって、強靱で信頼性の高いフレーム構造となる。   This frame structure is similar to the combined structure 2 of the pillar winning pillar and the horizontal member according to the second embodiment, and the connection between each pillar 110 and the horizontal member 120 includes the plate member 40 and two pieces. The tenon member 50 is used. Therefore, it is possible to provide a strength that can sufficiently withstand both the compressive stress and the tensile stress generated by the bending moment. Further, the tenon member 50 is provided with four drift pins 31A, 31B on the pillar 110 by four drift pins 53A, 53B, 53C, 53D arranged at intervals from each other at a position deviated from the center line O. , 31C and 31D are fixed to the horizontal member 120, so that the strength that can withstand both the compressive stress and the tensile stress caused by the bending moment can be improved. Therefore, the frame structure is strong and reliable.

なお、実施例2では、2本の柱110の間に横架材120を柱勝ちとなるように固定した場合について説明したが、これに限らず、本発明にかかるフレーム構造は、例えば、図12に示すように、柱110を3本以上配置し、各々の柱110と柱110との間に、横架材120を柱勝ちとなるように固定した構造とすることもできる。   In the second embodiment, the case where the horizontal member 120 is fixed between the two pillars 110 so as to win the pillar is described. However, the frame structure according to the present invention is not limited to this example. 12, three or more pillars 110 may be arranged, and the horizontal member 120 may be fixed between the pillars 110 and 110 so as to win the pillar.

また、図14に示すように、本発明にかかるフレーム構造は、柱110と柱110との間に、横架材120を互いに間隔をおいて上下方向に複数配置し、各横架材120を柱勝ちとなるよう両柱110に結合した構造とすることもできる。   Further, as shown in FIG. 14, in the frame structure according to the present invention, a plurality of horizontal members 120 are arranged between the pillars 110 and 110 in the vertical direction at intervals, and each horizontal member 120 is arranged. It can also be set as the structure couple | bonded with both the pillars 110 so that it may become a pillar victory.

そしてまた、図12に示すような多連構造を、図14に示すように上下方向に複数配設してもよい。   Further, a plurality of multiple structures as shown in FIG. 12 may be arranged in the vertical direction as shown in FIG.

次に、本発明の実施例3にかかるフレーム構造をについて図面を参照して説明する。   Next, a frame structure according to Embodiment 3 of the present invention will be described with reference to the drawings.

図11は、実施例3にかかるフレーム構造を示す透視図である。   FIG. 11 is a perspective view illustrating the frame structure according to the third embodiment.

なお、実施例3では、実施例1で説明した部材と同様の部材には同一の符号を付し、その詳細な説明は省略する。   In the third embodiment, the same members as those described in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted.

図11に示すように、実施例3にかかるフレーム構造は、実施例2で説明した、柱110と横架材120とを横架材勝ちに結合してなる柱110と横架材120との接続構造(図9参照)を2つ連結して、柱110と柱110との間に横架材120を横架材勝ちとなるように固定した構造を備えている。   As illustrated in FIG. 11, the frame structure according to the third embodiment includes the pillar 110 and the horizontal member 120, which are obtained by combining the pillar 110 and the horizontal member 120, which are described in the second example, with the horizontal member. Two connecting structures (see FIG. 9) are connected, and the horizontal member 120 is fixed between the pillars 110 and 110 so that the horizontal member wins.

このフレーム構造は、実施例2にかかる横架材勝ちの柱と横架材との結合構造と同様に、各々の柱110と横架材120との連結には、プレート部材40と、2本のほぞ部材50が使用されることになる。したがって、曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に十分に耐えうる強度を提供することができる。さらに、ほぞ部材50は、その中心線Oから偏倚した位置で各々間隔をおいて配設された4本のドリフトピン53A、53B、53C、53Dによって柱110に、4本のドリフトピン31A、31B、31C及び31Dによって横架材120に固定されているため、さらに曲げモーメントにより生じる圧縮応力及び引っ張り応力の両方に耐えうる強度を向上させることができる。したがって、強靱で信頼性の高いフレーム構造となる。   This frame structure is similar to the connecting structure of the horizontal member winning column and the horizontal member according to the second embodiment, and the plate member 40 and the two members are connected to each column 110 and the horizontal member 120. The tenon member 50 is used. Therefore, it is possible to provide a strength that can sufficiently withstand both the compressive stress and the tensile stress generated by the bending moment. Further, the tenon member 50 is provided with four drift pins 31A, 31B on the pillar 110 by four drift pins 53A, 53B, 53C, 53D arranged at intervals from each other at a position deviated from the center line O. , 31C and 31D are fixed to the horizontal member 120, so that the strength that can withstand both the compressive stress and the tensile stress caused by the bending moment can be improved. Therefore, the frame structure is strong and reliable.

なお、実施例3では、2本の柱110の間に横架材120を横架材勝ちとなるように固定した場合について説明したが、これに限らず、本発明にかかるフレーム構造は、例えば、図13に示すように、柱110を3本以上配置し、各々の柱110と柱110との間に、横架材120を横架材勝ちとなるように固定した構造とすることもできる。   In the third embodiment, the case where the horizontal member 120 is fixed between the two pillars 110 so as to win the horizontal member is described. However, the frame structure according to the present invention is not limited to this. As shown in FIG. 13, three or more pillars 110 may be arranged, and the horizontal member 120 may be fixed between the pillars 110 and 110 so as to win the horizontal member. .

また、図15に示すように、本発明にかかるフレーム構造は、柱110と柱110との間に、横架材120を互いに間隔をおいて上下方向に複数配置し、各横架材120を横架材勝ちとなるよう両柱110に結合した構造とすることもできる。   Further, as shown in FIG. 15, in the frame structure according to the present invention, a plurality of horizontal members 120 are arranged between the pillars 110 and 110 in the vertical direction at intervals, and each horizontal member 120 is arranged. It can also be set as the structure couple | bonded with both the pillars 110 so that a horizontal member may be won.

そしてまた、図13に示すような多連構造を、図15に示すように上下方向に複数配設してもよい。   Further, a plurality of multiple structures as shown in FIG. 13 may be arranged in the vertical direction as shown in FIG.

本発明の実施例1にかかる柱脚構造を示す正面図である。It is a front view which shows the column base structure concerning Example 1 of this invention. 図1に示す柱脚構造内が判るように透視した透視図である。FIG. 2 is a see-through view so that the inside of the column base structure shown in FIG. 1 can be seen. 図2に示すIII−III線に沿った断面図である。It is sectional drawing along the III-III line | wire shown in FIG. 図1に示す柱脚構造の構成要素であるほぞ部材の拡大正面図である。It is an enlarged front view of the tenon member which is a component of the column base structure shown in FIG. 本発明の実施例1にかかる柱と横架材との接続構造を示す透視図である。It is a perspective view which shows the connection structure of the pillar concerning Example 1 of this invention, and a horizontal member. 図5に示すVI−VI線に沿った断面図である。It is sectional drawing along the VI-VI line shown in FIG. 図5に示すVII−VII線に沿った断面図である。It is sectional drawing along the VII-VII line shown in FIG. 図5に示す柱と横架材との接続構造の構成要素であるほぞ部材の拡大正面図である。It is an enlarged front view of the tenon member which is a component of the connection structure of the pillar and horizontal member shown in FIG. 本発明の他の実施例2にかかる柱と横架材との接続構造を示す透視図である。It is a perspective view which shows the connection structure of the pillar and horizontal member concerning other Example 2 of this invention. 本発明の実施例2にかかるフレーム構造を示す透視図である。It is a perspective view which shows the frame structure concerning Example 2 of this invention. 本発明の実施例3にかかるフレーム構造を示す透視図である。It is a perspective view which shows the frame structure concerning Example 3 of this invention. 本発明の他の実施例にかかるフレーム構造を示す透視図である。It is a perspective view which shows the frame structure concerning the other Example of this invention. 本発明の他の実施例にかかるフレーム構造を示す透視図である。It is a perspective view which shows the frame structure concerning the other Example of this invention. 本発明の他の実施例にかかるフレーム構造を示す透視図である。It is a perspective view which shows the frame structure concerning the other Example of this invention. 本発明の他の実施例にかかるフレーム構造を示す透視図である。It is a perspective view which shows the frame structure concerning the other Example of this invention.

符号の説明Explanation of symbols

1 柱脚部分
2 柱と横架材との接続構造
10 柱脚ボックス
15 仕切壁
20、50 ほぞ部材
21A、21B、21C、21D、51A、51B、51C、51D 貫通孔
31A、31B、31C、31D、53A、53B、53C、53D ドリフトピン
40 プレート部材
100 基礎
110 柱
120 横架材
DESCRIPTION OF SYMBOLS 1 Column base part 2 Connection structure of column and horizontal member 10 Column base box 15 Partition wall 20, 50 Tenon member 21A, 21B, 21C, 21D, 51A, 51B, 51C, 51D Through-hole 31A, 31B, 31C, 31D , 53A, 53B, 53C, 53D Drift pin 40 Plate member 100 Foundation 110 Column 120 Horizontal member

Claims (9)

柱と横架材とを柱勝ちとなるよう結合する柱と横架材との結合構造であって、
一方側が柱に挿入固定され、他方側が横架材に挿入固定されるプレート部材と、
一方側が柱に挿入され、他方側が横架材に挿入されると共に、前記プレート部材を挟んで前記柱部材の長手方向両側に配設されるほぞ部材と、
を備え、
前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、
前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、
前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなる柱と横架材との結合構造。
It is a coupling structure of a column and a horizontal member that connects the column and the horizontal member so as to win the column,
A plate member whose one side is inserted and fixed to the pillar and the other side is inserted and fixed to the horizontal member;
A tenon member having one side inserted into the column, the other side inserted into the horizontal member, and disposed on both sides in the longitudinal direction of the column member across the plate member ;
With
The tenon member is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at a position spaced apart from each other in the longitudinal direction,
The through holes formed on the other side of the tenon member are formed such that adjacent through holes are substantially orthogonal to each other, and the through holes formed on one side are adjacent to each other. It is formed so as to be alternately arranged across the center line extending in the longitudinal direction of the member,
A structure in which the tenon member is fixed to the column and the horizontal member by passing a drift pin through the through hole, and the column and the horizontal member.
柱と横架材とを横架材勝ちとなるよう結合する柱と横架材との結合構造であって、
一方側が横架材に挿入固定され、他方側が柱に挿入固定されるプレート部材と、
一方側が横架材に挿入され、他方側が柱に挿入されると共に、前記プレート部材を挟んで前記横架材の長手方向両側に配設されるほぞ部材と、
を備え、
前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、
前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、
前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなる柱と横架材との結合構造。
A connecting structure of a column and a horizontal member that connects the column and the horizontal member so that the horizontal member wins,
A plate member whose one side is inserted and fixed to the horizontal member and the other side is inserted and fixed to the pillar;
A tenon member disposed on one side in the longitudinal direction of the horizontal member with one side inserted into the horizontal member and the other side inserted into the pillar, with the plate member interposed therebetween ,
With
The tenon member is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at a position spaced apart from each other in the longitudinal direction,
The through holes formed on the other side of the tenon member are formed such that adjacent through holes are substantially orthogonal to each other, and the through holes formed on one side are adjacent to each other. It is formed so as to be alternately arranged across the center line extending in the longitudinal direction of the member,
A structure in which the tenon member is fixed to the column and the horizontal member by passing a drift pin through the through hole, and the column and the horizontal member.
前記ほぞ部材の他方側に形成された貫通孔は、当該ほぞ部材の長手方向に延びる中心線から偏倚した位置に形成されてなる請求項1または請求項2記載の柱と横架材との結合構造。 The column and the horizontal member according to claim 1 or 2, wherein the through hole formed on the other side of the tenon member is formed at a position deviated from a center line extending in the longitudinal direction of the tenon member. Construction. 前記ドリフトピンは、前記貫通孔に着脱可能に貫通される請求項1ないし請求項3のいずれか一項も記載の柱と横架材との結合構造。   The said drift pin is the coupling | bonding structure of the pillar and horizontal member as described in any one of Claim 1 thru | or 3 penetrated to the said through-hole so that attachment or detachment is possible. 前記プレート部材は、ボルトを介して前記柱及び横架材に固定される請求項1ないし請求項4のいずれか一項に記載の柱と横架材との結合構造。   The said plate member is the coupling | bonding structure of the pillar and horizontal member as described in any one of Claim 1 thru | or 4 fixed to the said pillar and horizontal member via a volt | bolt. 柱と柱との間に横架材を配置し、柱勝ちとなるよう前記両柱に横架材を結合してなるフレーム構造であって、
一方側が柱に挿入固定され、他方側が横架材に挿入固定されるプレート部材と、
一方側が柱に挿入され、他方側が横架材に挿入されると共に、前記プレート部材を挟んで前記柱部材の長手方向両側に配設されるほぞ部材と、
を備え、
前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、
前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、
前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなるフレーム構造。
A frame structure in which a horizontal member is disposed between columns and the horizontal member is coupled to both the columns so as to win the column,
A plate member whose one side is inserted and fixed to the pillar and the other side is inserted and fixed to the horizontal member;
A tenon member having one side inserted into the column, the other side inserted into the horizontal member, and disposed on both sides in the longitudinal direction of the column member across the plate member ;
With
The tenon member is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at a position spaced apart from each other in the longitudinal direction,
The through holes formed on the other side of the tenon member are formed such that adjacent through holes are substantially orthogonal to each other, and the through holes formed on one side are adjacent to each other. It is formed so as to be alternately arranged across the center line extending in the longitudinal direction of the member,
A frame structure in which the tenon member is fixed to the column and the horizontal member by passing a drift pin through the through hole.
柱と柱との間に横架材を配置し、横架材勝ちとなるよう前記両柱に横架材を結合してなるフレーム構造であって、
一方側が横架材に挿入固定され、他方側が柱に挿入固定されるプレート部材と、
一方側が横架材に挿入され、他方側が柱に挿入されると共に、前記プレート部材を挟んで前記横架材の長手方向両側に配設されるほぞ部材と、
を備え、
前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、
前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、
前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなるフレーム構造。
It is a frame structure in which a horizontal member is arranged between columns and the horizontal member is combined with both columns so that the horizontal member wins,
A plate member whose one side is inserted and fixed to the horizontal member and the other side is inserted and fixed to the pillar;
A tenon member disposed on one side in the longitudinal direction of the horizontal member with one side inserted into the horizontal member and the other side inserted into the pillar, with the plate member interposed therebetween ,
With
The tenon member is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at a position spaced apart from each other in the longitudinal direction,
The through holes formed on the other side of the tenon member are formed such that adjacent through holes are substantially orthogonal to each other, and the through holes formed on one side are adjacent to each other. It is formed so as to be alternately arranged across the center line extending in the longitudinal direction of the member,
A frame structure in which the tenon member is fixed to the column and the horizontal member by passing a drift pin through the through hole.
柱と柱との間に、横架材を互いに間隔をおいて上下方向に複数配置し、当該各横架材を柱勝ちとなるよう前記両柱に結合してなるフレーム構造であって、
一方側が柱に挿入固定され、他方側が横架材に挿入固定されるプレート部材と、
一方側が柱に挿入され、他方側が横架材に挿入されると共に、前記プレート部材を挟んで前記柱部材の長手方向両側に配設されるほぞ部材と、
を備え、
前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、
前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、
前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなるフレーム構造。
Between the pillars and the pillars, a plurality of horizontal members are arranged in the vertical direction at intervals, and each of the horizontal members is a frame structure that is joined to both pillars so as to win the pillar,
A plate member whose one side is inserted and fixed to the pillar and the other side is inserted and fixed to the horizontal member;
A tenon member having one side inserted into the column, the other side inserted into the horizontal member, and disposed on both sides in the longitudinal direction of the column member across the plate member ;
With
The tenon member is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at a position spaced apart from each other in the longitudinal direction,
The through holes formed on the other side of the tenon member are formed such that adjacent through holes are substantially orthogonal to each other, and the through holes formed on one side are adjacent to each other. It is formed so as to be alternately arranged across the center line extending in the longitudinal direction of the member,
A frame structure in which the tenon member is fixed to the column and the horizontal member by passing a drift pin through the through hole.
柱と柱との間に、横架材を互いに間隔をおいて上下方向に複数配置し、当該各横架材を横架材勝ちとなるよう前記両柱に結合してなるフレーム構造であって、
一方側が横架材に挿入固定され、他方側が柱に挿入固定されるプレート部材と、
一方側が横架材に挿入され、他方側が柱に挿入されると共に、前記プレート部材を挟んで前記横架材の長手方向両側に配設されるほぞ部材と、
を備え、
前記ほぞ部材は、その長手方向に互いに所定の間隔をおいた位置に、当該長手方向と略垂直な方向に貫通する複数の貫通孔が形成されてなり、
前記ほぞ部材の他方側に形成された貫通孔は、隣接した貫通孔同士が相互に略直交するよう形成されてなり、一方側に形成された貫通孔は、隣接した貫通孔同士が、当該ほぞ部材の長手方向に延びる中心線を挟んで交互に配設されるよう形成されてなり、
前記貫通孔にドリフトピンを貫通させることにより、前記ほぞ部材を前記柱及び横架材に固定してなるフレーム構造。
A frame structure in which a plurality of horizontal members are vertically arranged between columns and spaced from each other, and each horizontal member is joined to both columns so as to win the horizontal member. ,
A plate member whose one side is inserted and fixed to the horizontal member and the other side is inserted and fixed to the pillar;
A tenon member disposed on one side in the longitudinal direction of the horizontal member with one side inserted into the horizontal member and the other side inserted into the pillar, with the plate member interposed therebetween ,
With
The tenon member is formed with a plurality of through holes penetrating in a direction substantially perpendicular to the longitudinal direction at a position spaced apart from each other in the longitudinal direction,
The through holes formed on the other side of the tenon member are formed such that adjacent through holes are substantially orthogonal to each other, and the through holes formed on one side are adjacent to each other. It is formed so as to be alternately arranged across the center line extending in the longitudinal direction of the member,
A frame structure in which the tenon member is fixed to the column and the horizontal member by passing a drift pin through the through hole.
JP2004139546A 2004-05-10 2004-05-10 Connection structure of pillar and horizontal member and frame structure Expired - Lifetime JP3627753B1 (en)

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