JP2005220676A - Joint structure of ligneous structural member - Google Patents

Joint structure of ligneous structural member Download PDF

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JP2005220676A
JP2005220676A JP2004031525A JP2004031525A JP2005220676A JP 2005220676 A JP2005220676 A JP 2005220676A JP 2004031525 A JP2004031525 A JP 2004031525A JP 2004031525 A JP2004031525 A JP 2004031525A JP 2005220676 A JP2005220676 A JP 2005220676A
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hole
mounting piece
connection
joining
pin
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JP4060280B2 (en
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Toshihiko Kimura
俊彦 木村
Yasuyuki Matsui
保之 松井
Shinichi Akiyama
真一 秋山
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HOMEZOO CO Ltd
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HOMEZOO CO Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint structure of a ligneous structural member capable of eliminating a clearance at a joint part by firmly and securely connecting a column to a beam by using T-shaped connecting fittings. <P>SOLUTION: The connection fitting 10 comprises a first mounting piece 11 formed by joining two metal sheets to each other in T-shape and fastened to the joining side side-face 1a of the column 1 and a second mounting piece 12 installed projectedly at a right angle to the first mounting piece 11 and engaged with an engagement groove 4 longitudinally extending from the joining side end face 3a of the beam 3. Two connection holes 14 and 14 in which a connection pin 20 is inserted is formed in the second mounting piece 12, and insert holes 5 and 5 for the connection pin 20 passed through while crossing the engagement groove 4 are formed at the joining side end part of the beam 3. The connection pin 20 comprises a cutout flat face 21 extending in the axial direction of the side face. With the connection pin inserted into the insert hole 5 and the connection hole 14, a wedge member 22 is driven into a space part between the cutout flat face 21 and the inner wall surface of the insert hole 5 to press the connection pin 20 against the inner wall surface of the insert hole 5. Thus, the clearance between the beam 3 and the second mounting piece 12 can be eliminated, and the column 1 can be joined to the beam 3 through the connection fitting 10. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、木造建築における柱や梁などの構造部材の接合構造に関するものである。   The present invention relates to a joint structure of structural members such as columns and beams in a wooden building.

木造建築において、柱と梁などを接合する場合、接合部に互いに係合するほぞとほぞ穴などを加工する軸組工法は古くから行なわれているが、近年では接合部に種々の連結金物が使用されるようになっている。   In wooden construction, when joining columns and beams, etc., the shaft construction method for machining tenons and mortises that engage with each other in the joint has been practiced for a long time, but in recent years various connecting hardware has been attached to the joint. It has come to be used.

このような連結金物のひとつとして、2枚の金属板をT字形に接合して構成され、柱の接合側側面に緊結される第1の取付片と、該第1の取付片に対して直角に突設され、梁の接合側端面から長手方向に延びる係合溝に係合する第2の取付片とからなる連結金物を用いた木質構造部材の接合構造が知られている(例えば、特許文献1参照)。
特開平10−219817号公報(第3頁右欄[0011]、第4頁右欄[0021]、図2、図11)
As one of such connecting hardware, a first mounting piece that is formed by joining two metal plates in a T-shape and is fastened to the side surface of the column on the joining side, and a right angle with respect to the first mounting piece There is known a joining structure of a wooden structure member using a connecting hardware that includes a second mounting piece that projects from the joining side end face of the beam and that engages with an engaging groove that extends in the longitudinal direction (for example, a patent) Reference 1).
Japanese Patent Laid-Open No. 10-219817 (page 3, right column [0011], page 4, right column [0021], FIGS. 2 and 11)

本発明は、上記した従来のT字形の連結金物を用いた木質構造部材の接合構造を改良したもので、従来の連結金物より柱と梁を強固かつ確実に接合でき、接合部にがた付きの無い木質構造部材の接合構造を提供することを目的としている。   The present invention is an improvement of the joining structure of the wooden structure member using the above-described conventional T-shaped connecting hardware, and can connect the column and the beam more firmly and reliably than the conventional connecting hardware, and rattles the joint. An object of the present invention is to provide a joining structure of wood structure members without any problem.

上記目的を達成するために、本発明は、2枚の金属板をT字形に接合して構成され、柱の接合側側面に緊結される第1の取付片と、該第1の取付片に対して直角に突設され、梁の接合側端面から長手方向に延びる係合溝に係合する第2の取付片とからなる連結金物を用いた木質構造部材の接合構造であって、前記第2の取付片には連結ピンが挿通する連結孔が設けられ、前記梁の接合側端部には前記係合溝を横切って貫通する前記連結ピンの挿通孔が設けられ、前記連結ピンは、側面に軸方向へ延びる切欠き平坦面を有し、前記連結ピンを前記挿通孔及び前記連結孔に挿通した状態で、前記切欠き平坦面と前記挿通孔の内周面との空隙部に楔部材を打ち込んで、前記連結ピンを前記挿通孔の内壁面に押圧することにより、前記梁と前記第2の取付片とのがた付きを無くし、前記柱と前記梁とが前記連結金具を介して接合されることを特徴とする。   In order to achieve the above object, the present invention comprises a first mounting piece formed by joining two metal plates in a T shape, and fastened to the side surface of the joining side of the pillar, and the first mounting piece. A wood structure member joining structure using a connecting hardware comprising a second mounting piece protruding perpendicularly to the beam and engaging with an engaging groove extending in the longitudinal direction from the joining side end face of the beam, 2 is provided with a connection hole through which a connection pin is inserted, and at the joint side end of the beam, an insertion hole of the connection pin penetrating across the engagement groove is provided. The side surface has a notch flat surface extending in the axial direction, and the wedge is inserted into the gap between the notch flat surface and the inner peripheral surface of the insertion hole in a state where the connection pin is inserted into the insertion hole and the connection hole. By driving a member and pressing the connecting pin against the inner wall surface of the insertion hole, the beam and the second Eliminate rattling of the biasing member, and said post and said beam is characterized in that it is bonded through the connecting fitting.

前記連結ピンと前記挿通孔が前記梁の長手方向に対して直角方向に並列して2つずつ設けられている。   Two connecting pins and two insertion holes are provided in parallel in a direction perpendicular to the longitudinal direction of the beam.

前記挿通孔及び連結孔に挿通した前記連結ピンが、前記切欠き平坦面を前記柱の接合側側面に向く姿勢に配置され、前記空隙部に打ち込んだ前記楔部材により、前記梁の接合端面が前記柱の接合側側面に緊結した前記第1の取付片に押圧されるように構成すると、接合部のがた付きを一層効果的に防止することができる。   The insertion pin and the connection pin inserted through the connection hole are arranged in a posture in which the notched flat surface faces the side of the column on the side of the connection, and the connection end surface of the beam is formed by the wedge member driven into the gap. If it comprises so that it may press by the said 1st attachment piece fastened to the joining side side surface of the said pillar, the rattling of a junction part can be prevented more effectively.

また、前記挿通孔及び連結孔に対する前記連結ピンの位置決め挿通を容易にするため、前記連結ピンの外周面に半径方向へ突出する位置決め用突出部が設けられ、かつ、前記挿通孔及び前記連結孔の内周面に前記突出部と係合する係合凹部が設けられ、前記挿通孔及び前記連結孔に挿通した前記連結ピンが、前記突出部と前記係合凹部との係合によって、前記切欠き平坦端面を前記梁の長手方向に向く姿勢に配置されるように構成することが好ましい。   Further, in order to facilitate the positioning and insertion of the connection pin with respect to the insertion hole and the connection hole, a positioning protrusion protruding in the radial direction is provided on the outer peripheral surface of the connection pin, and the insertion hole and the connection hole are provided. An engaging recess that engages with the protruding portion is provided on the inner peripheral surface of the connecting pin, and the connecting pin that is inserted through the insertion hole and the connecting hole is engaged with the protruding portion and the engaging recess. It is preferable that the notched flat end face is arranged in a posture facing the longitudinal direction of the beam.

本発明によれば、T字形の金物を用いて、柱と梁とを強固かつ確実に接合でき、接合部にがた付きの無い木質構造部材の接合構造が得られる。しかも、構造が簡単で、接合作業も容易である。   ADVANTAGE OF THE INVENTION According to this invention, the joining structure of the wooden structure member which can join a pillar and a beam firmly and reliably using a T-shaped metal fitting, and does not rattle a joint part is obtained. Moreover, the structure is simple and the joining work is easy.

以下、本発明の好適な実施の形態を図面に基づいて説明する。図1及び図2は、本発明による木質構造部材の接合構造における柱の接合部を示している。柱1は構造用集成材から成り、接合部分には接合側側面1aから該接合側側面1aの反対側側面1bまで貫通する4つのボルト挿通孔2が加工されている。   DESCRIPTION OF EXEMPLARY EMBODIMENTS Hereinafter, preferred embodiments of the invention will be described with reference to the drawings. 1 and FIG. 2 show a joint portion of columns in a wood structure member joining structure according to the present invention. The column 1 is made of a structural laminated material, and four bolt insertion holes 2 penetrating from the joining side surface 1a to the opposite side surface 1b of the joining side surface 1a are machined in the joining portion.

一方、本発明に用いる連結金物10は、矩形状に形成した2枚の金属板を溶接して製作され、柱1の接合側側面1aに緊結される第1の取付片11と、該第1の取付片11に対してその中央部分に直角に突設される第2の取付片12とで構成され、第1の取付片11には柱1のボルト挿通孔2に対応する4つの取付孔13が設けられ、第2の取付片12には後述する連結ピン20が挿通する連結孔14が長手方向に対して直角方向に並列して2つ設けられている。また、柱1の反対側側面1bには連結金物10を柱1に緊結する際に用いる当板15が配設される。当板15は第1の取付片11に対応する矩形状に形成され、取付孔13に対応する4つの取付孔1bが設けられている。取付孔13には、後述する長尺ボルト17の頭部17′を収容する六角形状の座ぐりが加工されている。また、第2の取付片12には後述する仮止めピン30を係合させる切欠き部31が設けられている。   On the other hand, the connecting hardware 10 used in the present invention is manufactured by welding two metal plates formed in a rectangular shape, and the first attachment piece 11 that is tightly coupled to the joining side surface 1a of the column 1 and the first The first mounting piece 11 has four mounting holes corresponding to the bolt insertion holes 2 in the first mounting piece 11. 13 is provided, and the second mounting piece 12 is provided with two connecting holes 14 through which connecting pins 20 to be described later are inserted in parallel in a direction perpendicular to the longitudinal direction. Further, on the opposite side surface 1 b of the column 1, a contact plate 15 used when the connecting hardware 10 is fastened to the column 1 is disposed. The plate 15 is formed in a rectangular shape corresponding to the first mounting piece 11, and four mounting holes 1 b corresponding to the mounting holes 13 are provided. A hexagonal counterbore for processing a head 17 ′ of a long bolt 17 described later is machined in the mounting hole 13. The second mounting piece 12 is provided with a notch 31 for engaging a temporary fixing pin 30 described later.

連結金物10は、第1の取付片11の取付孔13に挿通した4本の長尺ボルト17を柱1の接合側側面1aからボルト挿通孔2に貫通させて反対側側面16に突出させ、各長尺ボルト17の突出ねじ部18に当板15の取付孔16を嵌め合わせた状態で突出ねじ部18にナット19を螺着して締め付け、図2に示すように、柱1の接合側側面1aに緊結される。このとき、第1の取付片11が接合側側面1aに密着固定され、第2の取付片12が接合側側面1aに対して直角方向に突出して配置される。また、長尺ボルト17の頭部17′は取付孔13の座ぐり部に沈み込んで第1の取付片11から突出しない。   The connecting hardware 10 allows the four long bolts 17 inserted through the mounting holes 13 of the first mounting piece 11 to pass through the bolt insertion holes 2 from the joining side side surface 1a of the pillar 1 and project to the opposite side surface 16. A nut 19 is screwed and tightened to the protruding screw portion 18 in a state where the mounting hole 16 of the contact plate 15 is fitted to the protruding screw portion 18 of each long bolt 17, and as shown in FIG. Tightened to the side surface 1a. At this time, the 1st attachment piece 11 is closely_contact | adhered and fixed to the joining side side surface 1a, and the 2nd attachment piece 12 protrudes in the orthogonal direction with respect to the joining side side surface 1a, and is arrange | positioned. Further, the head 17 ′ of the long bolt 17 sinks into the spot facing portion of the mounting hole 13 and does not protrude from the first mounting piece 11.

柱1に接合する梁3には、その接合端面3aから長手方向に延びる係合溝4が加工されている。該係合溝4は、連結金物10の第2の取付片12が密接状態に係合するスリット状に形成されている。また、梁3の接合側端部には係合溝4を横切って、係合溝4に対して直角方向に貫通する連結ピン20の挿通孔5,5が設けられている。該挿通孔5,5は連結金物10の第2の取付片12に設けた連結孔14,14に対応する位置にほぼ同一孔径に加工されている。さらに、梁3の係合溝4の内奥近傍には、係合溝4に対して直角方向に貫通する仮止めピン30が嵌挿されている。   An engaging groove 4 extending in the longitudinal direction from the joining end surface 3 a is processed in the beam 3 joined to the column 1. The engagement groove 4 is formed in a slit shape in which the second attachment piece 12 of the connection hardware 10 is engaged in close contact. In addition, insertion holes 5 and 5 for connecting pins 20 that pass through the engaging groove 4 in a direction perpendicular to the engaging groove 4 are provided at the joint side end of the beam 3. The insertion holes 5 and 5 are processed to have substantially the same diameter at positions corresponding to the connection holes 14 and 14 provided in the second mounting piece 12 of the connection hardware 10. Further, a temporary fixing pin 30 penetrating in a direction perpendicular to the engaging groove 4 is fitted and inserted near the inside of the engaging groove 4 of the beam 3.

連結ピン20は金属棒材により製作され、梁3の挿通孔5と連結金物10の連結孔14にがたのない状態で挿通し得る直径と長さを有している。該連結ピン20は、図5に示すように、中央部分20aを除いて外側面に両端から軸方向へ延びる2つの切欠き平坦面21,21が設けられている。該切欠き平坦面21,21は後述する楔部材22,22を打ち込むために設けられるもので、連結ピン20の軸線とほぼ平行して延びる平面に形成されている。   The connection pin 20 is made of a metal bar, and has a diameter and a length that allow the connection pin 20 to pass through the insertion hole 5 of the beam 3 and the connection hole 14 of the connection hardware 10 without being rattled. As shown in FIG. 5, the connecting pin 20 is provided with two notched flat surfaces 21 and 21 extending in the axial direction from both ends on the outer surface except for the central portion 20a. The notched flat surfaces 21 and 21 are provided for driving wedge members 22 and 22 to be described later, and are formed on a plane extending substantially parallel to the axis of the connecting pin 20.

楔部材22は、図6に示すように、細長い金属製板状片からなり、下面23は平坦面で、上面は下面23とほぼ平行に延びる中央部24の両側に傾斜部25,25を有し、中央部24が高くなっており、かつ、先端部26は上面及び両側面が先窄まりのテーパ面に形成されている。   As shown in FIG. 6, the wedge member 22 is formed of an elongated metal plate-like piece, the lower surface 23 is a flat surface, and the upper surface has inclined portions 25 and 25 on both sides of a central portion 24 extending substantially parallel to the lower surface 23. However, the central portion 24 is raised, and the tip portion 26 is formed in a tapered surface whose upper surface and both side surfaces are tapered.

次に、上記の構成を有する連結金物10、連結ピン20及び楔部材22による接合作業工程を説明する。   Next, the joining work process by the connecting metal member 10, the connecting pin 20, and the wedge member 22 having the above-described configuration will be described.

図2及び図3に示すように、柱1の接合側側面1aに緊結した連結金物10の第2の取付片12に梁3の係合溝4を係合し、仮止めピン30を第2の取付片12の切欠き部31に係合させて位置決め支持させた状態で梁3の挿通孔5と連結金物10の連結孔14に連結ピン20が挿通される。このとき、連結ピン20の切欠き平坦面21が梁3の接合端面3a、すなわち柱1の接合側側面1aに向く姿勢で連結ピン20を挿入配置することが好ましい。連結ピン20をこのように挿入配置した状態において、図4に示すように、切欠き平坦面21と梁3の挿通孔5の内壁面との間に生じる空隙部に下面23が切欠き平坦面21に添うよう先端部26を挿入して楔部材22を打ち込むと、図7及び8に示すように、楔部材22の中央部24が梁3材に食い込み、その圧力Aで梁3の接合端面3aが第1の取付片11に押し付けられると共に、圧力Aの反力Bによって連結ピン20が挿通孔5内の壁面に押圧されて、梁3と第2の取付片12との間におけるがた付きが無くなり、連結金物10を介して柱1と梁3とががた付きの無い状態に強固、かつ確実に接合される。   As shown in FIGS. 2 and 3, the engagement groove 4 of the beam 3 is engaged with the second mounting piece 12 of the connecting metal 10 tightly coupled to the joining side surface 1 a of the column 1, and the temporary fixing pin 30 is connected to the second fixing piece 30. The connection pin 20 is inserted into the insertion hole 5 of the beam 3 and the connection hole 14 of the connection hardware 10 in a state where the attachment piece 12 is engaged and positioned and supported by the notch 31. At this time, it is preferable to insert and arrange the connecting pin 20 in such a posture that the notched flat surface 21 of the connecting pin 20 faces the joining end surface 3a of the beam 3, that is, the joining side surface 1a of the column 1. In the state in which the connecting pin 20 is inserted and arranged in this way, as shown in FIG. 4, the lower surface 23 is notched flat in the gap formed between the notched flat surface 21 and the inner wall surface of the insertion hole 5 of the beam 3. 7 and 8, when the wedge member 22 is driven in, the central portion 24 of the wedge member 22 bites into the beam 3 material as shown in FIGS. 3 a is pressed against the first mounting piece 11, and the connecting pin 20 is pressed against the wall surface in the insertion hole 5 by the reaction force B of the pressure A, and the backlash between the beam 3 and the second mounting piece 12. There is no sticking, and the pillar 1 and the beam 3 are firmly and reliably joined to each other through the connecting hardware 10 without the rattling.

図9は、連結ピン20の外側面に設ける切欠き平坦面21を全長に亘って設けた例を示している。この場合、連結金物10の連結孔14を連結ピン21の断面形状に合致する非円形孔とすることで連結孔14に挿通した連結ピン20の切欠き平坦面21が梁3の長手方向に対向する姿勢に配置されるので、使用上好都合である。   FIG. 9 shows an example in which the notched flat surface 21 provided on the outer surface of the connecting pin 20 is provided over the entire length. In this case, the notch flat surface 21 of the connecting pin 20 inserted through the connecting hole 14 is opposed to the longitudinal direction of the beam 3 by making the connecting hole 14 of the connecting hardware 10 a non-circular hole that matches the cross-sectional shape of the connecting pin 21. This is convenient for use.

図10は、連結ピン20の外側面に切欠き平坦面21に加えて半径方向へ突出する位置決め用突出部23が設けられ、一方、連結金物10の連結孔14の内周面に位置決め用突出部23と係合する係合凹部24が設けられた例を示している。この場合も、連結孔14に挿通した連結ピン20の切欠き平坦面21が自動的に梁3の長手方向に対向する姿勢に配置される。   In FIG. 10, a positioning protrusion 23 that protrudes in the radial direction in addition to the cut-out flat surface 21 is provided on the outer surface of the connection pin 20, and on the other hand, a positioning protrusion is formed on the inner peripheral surface of the connection hole 14 of the connection hardware 10. The example provided with the engagement recessed part 24 engaged with the part 23 is shown. Also in this case, the notched flat surface 21 of the connecting pin 20 inserted through the connecting hole 14 is automatically arranged in a posture facing the longitudinal direction of the beam 3.

本発明による木質構造部材の接合構造における柱と連結金物を分解して示しており、(a)は柱の接合側側面から見た斜視図であり、(b)は柱の接合側側面の反対側から見た斜視図である。The pillar in the junction structure of the wooden structure member by this invention, and a connection hardware are shown disassembled, (a) is a perspective view seen from the junction side side of a pillar, (b) is the opposite of the junction side side of a pillar It is the perspective view seen from the side. 同上の柱に連結金物を緊結した状態を示しており、(a)は柱の接合面側側面から梁と一緒に見た斜視図であり、(b)は柱の接合側側面の反対側から見た斜視図である。The coupling | bonding metal fitting is shown in the same column as the above, (a) is the perspective view seen together with the beam from the joint surface side surface of the column, (b) is from the opposite side of the joint side surface of the column. FIG. 本発明による柱と梁の接合構造における連結ピンの打込み工程を示す斜視図である。It is a perspective view which shows the driving | operation process of the connection pin in the junction structure of the pillar and beam by this invention. 本発明による柱と梁の接合構造における楔部材の打込み工程を示す斜視図である。It is a perspective view which shows the driving | operation process of the wedge member in the junction structure of the pillar and beam by this invention. 本発明の接合構造に用いる連結金物と連結ピン及び楔部材を示す斜視図である。It is a perspective view which shows the connection metal fitting used for the joining structure of this invention, a connection pin, and a wedge member. 楔部材を示しており、(a)は斜視図、(b)は平面図、(c)は側面図である。The wedge member is shown, (a) is a perspective view, (b) is a top view, (c) is a side view. 本発明による柱と梁の接合構造を示す要部横断平面図である。It is a principal part cross-sectional top view which shows the joining structure of the pillar and beam by this invention. 図7の8−8線に沿う矢視拡大図である。It is an arrow enlarged view which follows the 8-8 line of FIG. 本発明による接合構造に用いる連結金物と連結ピンの別の実施形態を示す斜視図である。It is a perspective view which shows another embodiment of the connection metal fitting and connection pin which are used for the joining structure by this invention. 本発明による接合構造に用いる連結金物と連結ピンのさらに別の実施形態を示す斜視図である。It is a perspective view which shows another embodiment of the connection metal fitting and connection pin which are used for the joining structure by this invention.

符号の説明Explanation of symbols

1 柱
1a 柱1の接合側側面
1b 接合側側面1aの反対側側面
2 ボルト挿通孔
3 梁
3a 梁3の接合端面
4 係合溝
5 挿通孔
10 連結金物
11 第1の取付片
12 第2の取付片
13 取付孔
14 連結孔
20 連結ピン
21 切欠き平坦面
22 楔部材
23 楔部材の下面
24 楔部材の中央部
DESCRIPTION OF SYMBOLS 1 Column 1a Joining side surface 1b of column 1 Side surface opposite to joining side surface 1a 2 Bolt insertion hole 3 Beam 3a Joining end surface of beam 3 Engagement groove 5 Insertion hole 10 Connection hardware 11 1st attachment piece 12 2nd Mounting piece 13 Mounting hole 14 Connecting hole 20 Connecting pin 21 Notched flat surface 22 Wedge member 23 Lower surface of wedge member 24 Central portion of wedge member

Claims (4)

2枚の金属板をT字形に接合して構成され、柱の接合側側面に緊結される第1の取付片と、該第1の取付片に対して直角に突設され、梁の接合側端面から長手方向に延びる係合溝に係合する第2の取付片とからなる連結金物を用いた木質構造部材の接合構造であって、
前記第2の取付片には連結ピンが挿通する連結孔が設けられ、前記梁の接合側端部には前記係合溝を横切って貫通する前記連結ピンの挿通孔が設けられ、
前記連結ピンは、側面に軸方向へ延びる切欠き平坦面を有し、前記連結ピンを前記挿通孔及び前記連結孔に挿通した状態で、前記切欠き平坦面と前記挿通孔の内壁面との空隙部に楔部材を打ち込んで、前記連結ピンを前記挿通孔の内壁面に押圧することにより、前記梁と前記第2の取付片とのがた付きを無くし、前記柱と前記梁とが前記連結金物を介して接合されることを特徴とする木質構造部材の接合構造。
A first mounting piece that is formed by joining two metal plates in a T-shape and is tightly coupled to the side of the column on the joint side, and protrudes at a right angle to the first mounting piece. It is a joining structure of a wooden structure member using a connecting hardware consisting of a second mounting piece that engages with an engaging groove extending in the longitudinal direction from an end surface,
The second mounting piece is provided with a connecting hole through which a connecting pin is inserted, and the connecting pin end of the beam is provided with an inserting hole for the connecting pin penetrating across the engaging groove,
The connecting pin has a cut-out flat surface extending in the axial direction on a side surface, and the cut-out flat surface and an inner wall surface of the insert-through hole in a state where the connection pin is inserted through the through-hole and the connecting hole. A wedge member is driven into the gap and the connecting pin is pressed against the inner wall surface of the insertion hole to eliminate rattling between the beam and the second mounting piece. A joining structure for a wood structure member, which is joined through a connecting hardware.
前記連結孔と前記挿通孔が前記梁の長手方向に対して直角方向に並列して2つずつ設けられている請求項1記載の木質構造部材の接合構造。   2. The wood structure member joining structure according to claim 1, wherein the connecting hole and the insertion hole are provided in parallel in a direction perpendicular to the longitudinal direction of the beam. 前記挿通孔及び連結孔に挿通した前記連結ピンが、前記切欠き平坦面を前記柱の接合側側面に対向する姿勢に配置され、前記空隙部に打ち込んだ前記楔部材により、前記梁の接合端面が前記柱の接合側側面に緊結した前記第1の取付片に押圧されるように構成されている請求項1又は2記載の木質構造部材の接合構造。   The connecting pin inserted into the insertion hole and the connecting hole is disposed in a posture in which the notched flat surface is opposed to the side surface on the joint side of the column, and the joint end surface of the beam is driven by the wedge member driven into the gap portion. 3. The wood structure member joining structure according to claim 1, wherein the structure is configured to be pressed by the first mounting piece that is tightly coupled to the joint side surface of the column. 前記連結ピンの外側面に半径方向へ突出する位置決め用突出部が設けられ、かつ、前記挿通孔及び前記連結孔の内周面に前記突出部と係合する係合凹部が設けられ、
前記挿通孔及び前記連結孔に挿通した前記連結ピンが、前記突出部と前記係合凹部との係合によって、前記切欠き平坦端面を前記梁の長手方向に向く姿勢に配置されるように構成されている請求項1,2又は3記載の木質構造部材の接合構造。
A positioning protrusion that protrudes in the radial direction is provided on the outer surface of the connection pin, and an engagement recess that is engaged with the protrusion is provided on the inner peripheral surface of the insertion hole and the connection hole.
The insertion pin and the connection pin inserted through the connection hole are configured to be arranged in a posture in which the flat end surface of the notch is oriented in the longitudinal direction of the beam by the engagement of the protrusion and the engagement recess. The joined structure of the woody structure member according to claim 1, 2, or 3.
JP2004031525A 2004-02-09 2004-02-09 Joint structure of wood structure members Expired - Fee Related JP4060280B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015218459A (en) * 2014-05-15 2015-12-07 清水建設株式会社 Beam-column joint structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015218459A (en) * 2014-05-15 2015-12-07 清水建設株式会社 Beam-column joint structure

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