JP2020111885A - Structure for connecting two members and method of connecting two members - Google Patents

Structure for connecting two members and method of connecting two members Download PDF

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JP2020111885A
JP2020111885A JP2019001288A JP2019001288A JP2020111885A JP 2020111885 A JP2020111885 A JP 2020111885A JP 2019001288 A JP2019001288 A JP 2019001288A JP 2019001288 A JP2019001288 A JP 2019001288A JP 2020111885 A JP2020111885 A JP 2020111885A
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members
plate
bolt
holes
portions
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JP7111631B2 (en
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弘城 赤峯
Hiroki Akamine
弘城 赤峯
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YKK AP Inc
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Abstract

To provide a connection structure of two members that hardly generate change in the relative position of two connected members.SOLUTION: The connection structure of two members is a structure for connecting two members each having a plate-shaped part, and the ends of each of the plate-shaped parts are butted against each other, and are joined by bolts that penetrate through with the two connecting members that are positioned across the two members on both sides of the plate-shaped part. The plate-like parts have an insertion hole that is larger than the diameter of the bolt and through which the bolt is inserted. Each of the connecting members has a plate-like connecting plate portion that faces and abuts against the plate-like portion. A single drill screw is screwed into the plate-shaped portion and the two connecting plate portions and fastened to each other.SELECTED DRAWING: Figure 4

Description

本発明は、2つの部材を連結する2つの部材の連結構造、及び、2つの部材の連結方法に関する。 The present invention relates to a two-member connecting structure that connects two members, and a two-member connecting method.

従来、2つの部材を連結する2つの部材の連結構造としては、例えば、H型鋼で形成された鉄骨梁及びブラケットのフランジの外側端部に跨がって配置されるカバープレートと共に、フランジを挾んでカバープレートに対向配置されるスプライスプレートがボルト及びナットにより連結されている梁部材の接合構造が知られている(例えば、特許文献1参照)。このような梁部材の接合構造では、ボルトが挿通され、当該ボルトの直径よりも大きな貫通孔が、フランジ、カバープレート、及び、スプライスプレートの各々に設けられており、各貫通孔に挿通されたボルトにナットが螺合されて接合されている。 Conventionally, as a connection structure of two members for connecting two members, for example, a steel frame beam made of H-shaped steel and a cover plate arranged across the outer end portion of the flange of the bracket are used together with the flange. Therefore, there is known a joint structure of beam members in which a splice plate arranged to face the cover plate is connected by a bolt and a nut (for example, see Patent Document 1). In such a joint structure of beam members, a bolt is inserted, and a through hole larger than the diameter of the bolt is provided in each of the flange, the cover plate, and the splice plate, and the through hole is inserted into each through hole. A nut is screwed and joined to the bolt.

特開平4−166527号公報JP-A-4-166527

上記梁部材の接合構造のように、ボルトの直径よりも大きな貫通孔に挿通されたボルトにより連結されている部材同士は、外力が作用することにより、貫通孔とボルトとの間のクリアランス分、相対移動して2つの部材の間隔が開いてしまう可能性がある。また、このとき外力が作用して貫通孔の縁部にボルトが接触し支圧が作用すると、貫通孔を広げて更に大きく2つの部材の間隔が開いてしまう虞がある。特に、2つの部材が梁などのように大きな力が作用する部材の場合には、2つの部材の間隔が開いてしまうと、撓みが生じる、或いは、強度が低下するという課題がある。 Like the joint structure of the beam member, the members connected by the bolts inserted into the through holes larger than the diameter of the bolts are coupled with each other by the external force, and the clearance between the through holes and the bolts, There is a possibility that the two members move relative to each other and the space between the two members is opened. Further, at this time, if an external force acts and the bolt comes into contact with the edge portion of the through hole to support the pressure, the through hole may be widened to further widen the distance between the two members. In particular, when the two members are members such as a beam that exerts a large force, there is a problem that if the two members are spaced apart, bending occurs or the strength decreases.

本発明は、かかる課題に鑑みてなされたものであり、その目的とするところは、連結した2つの部材の相対位置の変化が生じ難い2つの部材の連結構造、及び、2つの部材の連結方法を提供することにある。 The present invention has been made in view of the above problems, and an object of the present invention is to provide a connecting structure for two members in which the relative position of the two connected members is unlikely to change, and a connecting method for the two members. To provide.

かかる目的を達成するために本発明の2つの部材の連結構造は、板状をなす板状部を各々有する2つの部材が、各々の前記板状部の端部同士が突き合わされ、前記板状部の両面側にて前記2つの部材に跨がって配置されている2つの連結部材とともに貫通するボルトにより接合されている2つの部材の連結構造であって、前記板状部は、前記ボルトの直径より大きく当該ボルトが挿通される挿通孔を有し、各々の前記連結部材は、前記板状部と対面して当接される板状の連結板部を有し、前記板状部と、2つの前記連結板部とに、単一のドリルねじが螺合されて締結されていることを特徴とする2つの部材の連結構造である。
本発明の他の特徴については、本明細書及び添付図面の記載により明らかにする。
In order to achieve such an object, the connection structure of two members of the present invention is one in which two members each having a plate-shaped plate-shaped portion are abutted with each other at their end portions. A connecting structure of two members joined by a bolt penetrating together with two connecting members arranged across the two members on both surface sides of the portion, wherein the plate-shaped portion is the bolt. Has a through hole through which the bolt is inserted, and each of the connecting members has a plate-like connecting plate portion that faces and abuts against the plate-like portion, and the plate-like portion. A connecting structure of two members, wherein a single drill screw is screwed and fastened to the two connecting plate portions.
Other features of the present invention will become apparent from the description of the present specification and the accompanying drawings.

本発明によれば、連結した2つの部材の相対位置の変化が生じ難い2つの部材の連結構造、及び、2つの部材の連結方法を提供することが可能である。 According to the present invention, it is possible to provide a two-member connecting structure in which the relative positions of two connected members are unlikely to change, and a two-member connecting method.

本発明の梁部材の連結構造をなす梁の一使用例であるカーポートを示す図である。It is a figure which shows the carport which is one usage example of the beam which comprises the connection structure of the beam member of this invention. 梁の構成を示す分解斜視図である。It is an exploded perspective view showing composition of a beam. 梁を長手方向に沿って切断した縦断面図である。It is a longitudinal cross-sectional view obtained by cutting the beam along the longitudinal direction. 梁を幅方向に沿って切断した縦断面図である。It is a longitudinal cross-sectional view obtained by cutting the beam along the width direction. 梁を下方から見た図である。It is the figure which looked at the beam from the lower part. 梁部材の下面部を示す図である。It is a figure which shows the lower surface part of a beam member. 図3におけるA部の拡大図である。It is an enlarged view of the A section in FIG. 梁連結材の下面を示す図である。It is a figure which shows the lower surface of a beam connection material. 下連結材の当接板部を示す図である。It is a figure which shows the contact plate part of a lower connection material. 2本の梁部材を連結する方法を示す図である。It is a figure which shows the method of connecting two beam members.

以下、本発明の一実施形態に係る2つの部材の連結構造として、例えば、図1に示すように、3台の車両2が並べて駐車可能な3台用のカーポート1に用いられ、3台並べられている間口に沿うように掛け渡され、2つの部材としての2本の梁部材30が連結されている前梁(以下、梁という)3を例に挙げ図面を参照して説明する。 Hereinafter, as a connection structure of two members according to an embodiment of the present invention, for example, as shown in FIG. 1, three vehicles 2 are used in a carport 1 for three vehicles that can be parked side by side. A front beam (hereinafter referred to as a beam) 3 which is bridged along the frontage and is connected with two beam members 30 as two members will be described as an example with reference to the drawings.

本実施形態の梁3は、カーポート1が有する4本の柱4のうち、車両2の進入方向において手前側に立設されている2本の柱4の上端間に架け渡されている。図1の例では、梁3の上方に、梁3に設けられた束材5を介して屋根6が設けられている。 The beam 3 of the present embodiment is bridged between the upper ends of the two columns 4 of the four columns 4 of the carport 1 which are erected on the front side in the approach direction of the vehicle 2. In the example of FIG. 1, a roof 6 is provided above the beam 3 via a bundle 5 provided on the beam 3.

以下の説明においては、梁3が、カーポート1に組み込まれている状態で、上下となる方向を上下方向、間口に沿う方向であり梁3の長手となる方向を長手方向または左右方向、カーポート1の奥行きとなる方向を幅方向として示す。また、梁3を構成する各部材については単体の状態であっても、梁3がカーポート1に組み込まれている状態にて上下方向、左右方向または長手方向、幅方向にて方向を特定して説明する。尚、図面においては、同一図面において複数示されている部材の符号を一部省略している。 In the following description, when the beam 3 is incorporated in the carport 1, the up and down direction is the up and down direction, the direction along the frontage, which is the longitudinal direction of the beam 3, is the longitudinal direction or the left and right direction. The direction that is the depth of the port 1 is shown as the width direction. In addition, even if each member constituting the beam 3 is in a single state, the direction is specified in the vertical direction, the horizontal direction or the longitudinal direction and the width direction when the beam 3 is incorporated in the carport 1. Explain. Incidentally, in the drawings, reference numerals of a plurality of members shown in the same drawing are partially omitted.

梁3は、図2〜図4に示すように、連結される2本の梁部材30と、2本の梁部材30内に挿入されて掛け渡される梁連結材31と、2本の梁部材30の下面部30fに掛け渡される下連結材32と、2本の梁部材30に嵌合されて下側を覆う下カバー33と、各梁部材30の上に固定される梁化粧材34と、を有している。 As shown in FIGS. 2 to 4, the beam 3 includes two beam members 30 that are connected to each other, a beam connecting member 31 that is inserted into and spans the two beam members 30, and two beam members. A lower connecting member 32 that is bridged over the lower surface portion 30f of 30, a lower cover 33 that is fitted to the two beam members 30 and covers the lower side, and a beam decorative material 34 that is fixed on each beam member 30. ,have.

梁3は、2本の梁部材30が長手方向に連ねて配置され互いの小口30aが突き合わされるとともに内部に梁連結材31が挿入されている。梁3の下側では、図5に示すように、2本の梁部材30に跨がって当接される下連結材32とともに2本の梁部材30が梁連結材31にボルト7及びドリルねじ8により固定されている。ここで、梁連結材31及び下連結材32が、2つの部材に掛け渡されている連結部材に相当する。梁3の上側では、2本の梁部材30の各々と梁化粧材34とが2本の梁部材30に掛け渡されている梁連結材31にボルト7により固定されている。以下、詳述する。 In the beam 3, two beam members 30 are arranged in a row in the longitudinal direction so that the respective small openings 30a are abutted with each other and the beam connecting member 31 is inserted inside. On the lower side of the beam 3, as shown in FIG. 5, the two beam members 30 are connected to the beam connecting member 31 together with the lower connecting member 32 that is abutted across the two beam members 30 and the bolt 7 and the drill. It is fixed by screws 8. Here, the beam connecting member 31 and the lower connecting member 32 correspond to the connecting member that is bridged over the two members. On the upper side of the beam 3, each of the two beam members 30 and the beam decorative material 34 are fixed to the beam connecting member 31 spanned by the two beam members 30 by the bolt 7. The details will be described below.

連結される2本の梁部材30は、長手方向に貫通する中空部30bを有するアルミニウム製の押出成形部材であって、同一の部材である。各梁部材30は、図4に示すように、断面形状がほぼ矩形状をなす中空部30bを形成する梁本体部30cと、梁本体部30cよりも下方に延出された下延出部30dと、を有している。 The two beam members 30 connected to each other are extruded members made of aluminum having a hollow portion 30b penetrating in the longitudinal direction and are the same member. As shown in FIG. 4, each beam member 30 includes a beam main body 30c forming a hollow portion 30b having a substantially rectangular cross-sectional shape, and a downward extending portion 30d extending below the beam main body 30c. And have.

梁本体部30cは、幅方向において対向する梁壁部30eと、梁壁部30eの下端同士を繋ぐ下面部30fと、対向する梁壁部30eの上端部から各々対向する側に僅かに延出された対向延出部30gと、各対向延出部30gの先端から上方に立ち上がる立ち上がり部30hと、立ち上がり部30hの上端同士を繋ぐ上面部30iと、を有している。下延出部30dは、梁壁部30eと繋がって下面部30fよりも下方に延出され、幅方向において互いに対向している。 The beam main body portion 30c includes a beam wall portion 30e facing each other in the width direction, a lower surface portion 30f connecting the lower ends of the beam wall portion 30e, and a facing extension portion slightly extending from the upper end portion of the facing beam wall portion 30e to the facing side. 30 g, a rising portion 30 h that rises upward from the tip of each opposing extension portion 30 g, and an upper surface portion 30 i that connects the upper ends of the rising portions 30 h. The lower extending portion 30d is connected to the beam wall portion 30e, extends below the lower surface portion 30f, and faces each other in the width direction.

各梁部材30の下面部30fには、図6に示すように、連結される端部側に、梁連結材31とともにピン9が挿通される2つの梁側基準孔30jと、梁連結材31に螺合されるボルト7が下連結材32とともに挿通される8個の梁挿通孔30kと、が設けられている。ピン9は、図7に示すように、直径が同一の円柱部9aと、円柱部9aと繋がって先端側の直径が円柱部9aの直径より漸次小さくなるテーパ部9bとを有している。 As shown in FIG. 6, on the lower surface portion 30f of each beam member 30, two beam side reference holes 30j through which the pin 9 is inserted together with the beam connecting member 31 and the beam connecting member 31 are provided on the end side to be connected. Eight beam insertion holes 30k through which the bolts 7 to be screwed together are inserted together with the lower connecting member 32 are provided. As shown in FIG. 7, the pin 9 has a cylindrical portion 9a having the same diameter, and a tapered portion 9b connected to the cylindrical portion 9a and having a diameter on the tip side gradually smaller than the diameter of the cylindrical portion 9a.

2つの梁側基準孔30jは、連結される梁部材30の突き合わされる小口30aに対して、8個の梁挿通孔30kよりも離れた側に配置されている。8個の梁挿通孔30kは、長手方向に互いに間隔を空けて配置された4個ずつの梁挿通孔30kが、幅方向に2列に設けられており、4個ずつ並べられた梁挿通孔30kの、小口30aとは反対側に梁側基準孔30jがそれぞれ梁挿通孔30kと間隔を空けて設けられている。すなわち、長手方向に並べられた4個の梁挿通孔30kは、小口30aと梁側基準孔30jとの間に配置されている。 The two beam-side reference holes 30j are arranged on the side farther than the eight beam insertion holes 30k with respect to the abutting edges 30a of the beam members 30 to be connected. The eight beam insertion holes 30k are four beam insertion holes 30k arranged at intervals in the longitudinal direction in two rows, and four beam insertion holes 30k are arranged in the width direction. Beam-side reference holes 30j are provided on the side of 30k opposite to the forehead 30a and spaced apart from the beam insertion holes 30k. That is, the four beam insertion holes 30k arranged in the longitudinal direction are arranged between the forehead 30a and the beam side reference hole 30j.

8個の梁挿通孔30k、及び、突き合わされる小口30aの位置は、2つの梁側基準孔30jのいずれか一方に基づいて、すなわち、2つの梁側基準孔30jのいずれか一方を基準として設定されており、押出成形された部材にNC加工が施されて各梁部材30が形成されている。また、上面部30iには、下面部30fに設けられている8個の梁挿通孔30kのうちの小口30a側に設けられている6つの梁挿通孔30kと対向する位置に梁挿通孔30kが設けられている。 The positions of the eight beam insertion holes 30k and the forefronts 30a to be abutted are based on one of the two beam side reference holes 30j, that is, based on one of the two beam side reference holes 30j. Each beam member 30 is formed by performing NC processing on the extruded member. Further, the upper surface portion 30i is provided with a beam insertion hole 30k at a position facing the six beam insertion holes 30k provided on the side of the forehead 30a among the eight beam insertion holes 30k provided in the lower surface portion 30f. It is provided.

梁連結材31は、アルミニウム・亜鉛合金めっき鋼板を断面がコ字状をなすように曲げ加工を施した2つの連結鋼材310を、図4に示すように、互いの開放された側を幅方向に向かい合わせて接合し、断面が矩形状の角パイプ状をなしている。2つの連結鋼材310は、開放されている側の先端同士を重なり合わせて溶接されている。このとき、溶接した後の外周側の接合面が平坦になるように、重ねる一方の連結鋼材310の端部は、ほぼ板厚分、段曲げされている。溶接された梁連結材31は、長手方向に貫通する矩形状の中空部31aを有している。 As the beam connecting member 31, two connecting steel members 310 obtained by bending an aluminum-zinc alloy-plated steel plate so that the cross section has a U-shape are formed in such a manner that, as shown in FIG. Are joined to face each other and have a rectangular pipe shape with a rectangular cross section. The two connecting steel materials 310 are welded by overlapping the tips on the open side. At this time, the end portions of the overlapping connecting steel members 310 are step-bent by substantially the plate thickness so that the joint surface on the outer peripheral side after welding becomes flat. The welded beam connecting member 31 has a rectangular hollow portion 31a penetrating in the longitudinal direction.

梁連結材31の長手方向の長さは、2本の梁部材30の小口30a同士を突き合わせたときの、一方の梁部材30の梁側基準孔30jと他方の梁部材30の梁側基準孔30jとの間隔より長く形成されている。また、梁連結材31の幅は、梁本体部30cが有する2つの立ち上がり部30hの間隔よりも僅かに狭く、梁連結材31の高さは、梁本体部30cの上面部30iと下面部30fとの間隔よりも僅かに低く形成されている。 The length of the beam connecting member 31 in the longitudinal direction is the beam side reference hole 30j of one beam member 30 and the beam side reference hole of the other beam member 30 when the front edges 30a of the two beam members 30 are butted. It is formed longer than the interval with 30j. Further, the width of the beam connecting member 31 is slightly narrower than the distance between the two rising portions 30h of the beam main body 30c, and the height of the beam connecting member 31 is the upper surface 30i and the lower surface 30f of the beam main body 30c. It is formed to be slightly lower than the interval between.

梁連結材31の下外面部31bには、図8に示すように、長手方向における両端部側にそれぞれ、梁側基準孔30jに挿通されるピン9が挿通される連結材側基準孔31cと、両端部側に2つずつ設けられた連結材側基準孔31cの間に、各梁連結材31の梁挿通孔30kに挿通されたボルトが螺合される16個の螺合孔31dと、が設けられている。ここで、梁連結材31の下面31eが梁連結材31の同一平面をなす外側面に相当する。 As shown in FIG. 8, the lower outer surface portion 31b of the beam connecting member 31 has a connecting member side reference hole 31c into which the pin 9 inserted into the beam side reference hole 30j is inserted at both ends in the longitudinal direction. , 16 threaded holes 31d into which the bolts inserted into the beam insertion holes 30k of each beam connection material 31 are screwed between the connection material side reference holes 31c provided two at each end side, Is provided. Here, the lower surface 31e of the beam connecting member 31 corresponds to the outer surface of the beam connecting member 31 that forms the same plane.

梁部材30に設けられている梁側基準孔30jと梁連結材31に設けられている連結材側基準孔31cとは同一の直径であり、ピン9の円柱部9aが嵌入可能に、ピン9の円柱部9aの直径より僅かに大きく形成されている。また、梁部材30に設けられている梁挿通孔30kは、ボルト7が挿通可能に、ボルト7の直径よりも僅かに大きく形成されている。そして、ピン9の円柱部9aと梁側基準孔30j及び連結材側基準孔31cと、ボルト7と梁挿通孔30kとは、いずれも僅かなクリアランスを有しているが、ピン9の円柱部9aと梁側基準孔30j及び連結材側基準孔31cとのクリアランスの方が、ボルト7と梁挿通孔30kとのクリアランスより小さく設定されている。 The beam side reference hole 30j provided in the beam member 30 and the connecting material side reference hole 31c provided in the beam connecting member 31 have the same diameter, so that the column portion 9a of the pin 9 can be fitted into the pin 9 and the pin 9 can be inserted. Is formed to be slightly larger than the diameter of the cylindrical portion 9a. The beam insertion hole 30k provided in the beam member 30 is formed to be slightly larger than the diameter of the bolt 7 so that the bolt 7 can be inserted. The cylindrical portion 9a of the pin 9, the beam-side reference hole 30j, the connecting material-side reference hole 31c, the bolt 7, and the beam insertion hole 30k all have a slight clearance, but the cylindrical portion of the pin 9 has a small clearance. The clearance between 9a and the beam side reference hole 30j and the connecting material side reference hole 31c is set smaller than the clearance between the bolt 7 and the beam insertion hole 30k.

4個の連結材側基準孔31cの長手方向における間隔は、2本の梁部材30の小口30a同士を突き合わせたときの、一方の梁部材30の梁側基準孔30jと他方の梁部材30の梁側基準孔30jとの間隔と一致するように、一方の端側に設けられる連結材側基準孔31cに対して他方の端側に設けられる連結材側基準孔31cの位置が設定されている。また、長手方向において、一方の端部側に配置される8個の螺合孔31dは、一方の端側に設けられる連結材側基準孔31cを基準として設定されており、他方の端部側に配置される8個の螺合孔31dは、他方の端側に設けられる連結材側基準孔31cを基準として設定されている。 The intervals between the four connecting material side reference holes 31c in the longitudinal direction are the same as those of the beam side reference holes 30j of one beam member 30 and the other beam member 30 when the foreheads 30a of the two beam members 30 are butted. The position of the connecting material side reference hole 31c provided at the other end side is set to the position of the connecting material side reference hole 31c provided at the one end side so as to match the interval with the beam side reference hole 30j. .. Further, in the longitudinal direction, the eight screw holes 31d arranged on one end side are set with reference to the connecting material side reference hole 31c provided on one end side, and the other end side. The eight screwing holes 31d arranged at are set with reference to the connecting material side reference hole 31c provided at the other end side.

より具体的には、梁連結材31の一方の端側に配置された2個の連結材側基準孔31c及び8個の螺合孔31dと、他方の端側に配置された2個の連結材側基準孔31c及び8個の螺合孔31dとは、梁連結材31の長手方向における中央の位置から振り分けて線対称の位置に配置されている。また、一方の端側に配置された8個の螺合孔31dのうちの最も他端側に配置された2個の螺合孔31dと、他方の端側に配置された8個の螺合孔31dのうちの最も一端側に配置された2個の螺合孔31dと、長手方向における間隔は、他の螺合孔31dの長手方向における間隔よりも広く設けられている。 More specifically, two connecting material side reference holes 31c and eight screwing holes 31d arranged on one end side of the beam connecting material 31 and two connecting holes arranged on the other end side. The material-side reference hole 31c and the eight screw holes 31d are arranged in line-symmetrical positions so as to be distributed from the central position in the longitudinal direction of the beam connecting material 31. Further, of the eight screw holes 31d arranged on one end side, the two screw hole 31d arranged on the most other end side and the eight screw holes 31d arranged on the other end side. The two threaded holes 31d arranged on the most one end side of the holes 31d and the gaps in the longitudinal direction are wider than the intervals in the longitudinal direction of the other screwed holes 31d.

そして、梁連結材31を連結する2本の梁部材30に掛け渡すように中空部30b内に挿入し、各梁部材30の小口30aを当接させ、各梁部材30の梁側基準孔30jと梁連結材31の連結材側基準孔31cとにピン9を嵌入すると、2本の梁部材30の互いの小口30aが突き合わされて当接した状態で、各梁挿通孔30kと各螺合孔31dとがほぼ中心が揃い重なり合うように構成されている。 Then, the beam connecting member 31 is inserted into the hollow portion 30b so as to be bridged over the two beam members 30 to be connected to each other, and the fore edge 30a of each beam member 30 is brought into contact with the beam side reference hole 30j of each beam member 30. When the pin 9 is fitted into the connection member-side reference hole 31c of the beam connection member 31 and the small openings 30a of the two beam members 30 are butted and abutted, the beam insertion holes 30k and the screw insertion holes 30k are screwed. The holes 31d and the holes 31d are arranged so that their centers are substantially aligned and overlap with each other.

梁連結材31の上面には、下外面部31bに設けられている16個の螺合孔31dのうちの長手方向における中央側に設けられている12個の螺合孔31dと対向する位置に螺合孔31dが設けられている。 On the upper surface of the beam connecting member 31, one of the 16 screw holes 31d provided on the lower outer surface portion 31b is located at a position facing the 12 screw holes 31d provided on the center side in the longitudinal direction. A screw hole 31d is provided.

下連結材32は、アルミニウム・亜鉛合金めっき鋼板を断面がコ字状をなすように曲げ加工を施して形成されている。下連結材32は、図4に示すように、梁3の下面部30fと対面して下方から当接される当接板部32aと、当接板部32aの幅方向における両縁から各々垂設される垂設板部32bと、を有している。下連結材32の長手方向の長さは、梁連結材31の長手方向における中央側に設けられている12個の螺合孔31dが設けられている領域を覆い、残り4個の螺合孔31dに当接板部32aが被らない長さに設定され、幅方向の幅は、梁連結材31の幅方向の幅と同じ幅に形成されている。 The lower connecting member 32 is formed by bending an aluminum-zinc alloy-plated steel plate so that its cross section has a U-shape. As shown in FIG. 4, the lower connecting member 32 is hung from the contact plate portion 32a facing the lower surface portion 30f of the beam 3 and contacted from below, and both edges of the contact plate portion 32a in the width direction. The vertical plate portion 32b is provided. The length of the lower connecting member 32 in the longitudinal direction covers the region in which the twelve screw holes 31d provided on the center side in the longitudinal direction of the beam connecting member 31 are provided, and the remaining four screw holes are provided. The length in the width direction is set to be the same as the width in the width direction of the beam connecting member 31.

当接板部32aには、当該当接板部32aを、梁連結材31を2本の梁部材30の中空部30b内に挿入し、各梁部材30の小口30aを当接させてピン9を嵌入させた状態で、当該当接板部32aを2本の梁部材30の下面部30fに当接させたときに、図9に示すように、梁連結材31の長手方向における中央側に設けられている12個の螺合孔31dを重なる位置に、ボルト7が挿通される12個の補強材挿通孔32cと、12個の補強材挿通孔32cの周りにドリルねじ8が螺合される位置を示す複数の位置指示孔32dと、が設けられている。ここで、ドリルねじ8とは、回転することにより下孔を開け、タップを立て、締め付けることができるねじを示している。 The contact plate portion 32a is inserted into the hollow portion 30b of the two beam members 30 by contacting the contact plate portion 32a, and the pin 30 is brought into contact with the fore edge 30a of each beam member 30. When the contact plate portion 32a is brought into contact with the lower surface portions 30f of the two beam members 30 in the state of being inserted, as shown in FIG. Twelve reinforcing material insertion holes 32c through which the bolts 7 are inserted, and drill screws 8 are screwed around the twelve reinforcing material insertion holes 32c at positions where the twelve screwing holes 31d provided are overlapped. And a plurality of position indicating holes 32d indicating a position to be set. Here, the drill screw 8 indicates a screw that can be rotated to open a pilot hole, make a tap, and tighten.

梁連結材31に設けられている螺合孔31dと重なる位置に設けられている12個の補強材挿通孔32cは、下連結材32の長手方向における中央の位置から振り分けて線対称の位置に配置されている。12個の補強材挿通孔32cのうちの長手方向に並ぶ6個の補強材挿通孔32cは、中央側に位置する2個の補強材挿通孔32cの間隔が、他の補強材挿通孔32cの間隔より広く設けられている。 The twelve reinforcing material insertion holes 32c provided at positions overlapping with the threaded holes 31d provided in the beam connecting member 31 are distributed from the central position in the longitudinal direction of the lower connecting member 32 to be line-symmetrical positions. It is arranged. Of the twelve reinforcing material insertion holes 32c, the six reinforcing material insertion holes 32c arranged in the longitudinal direction have the two reinforcing material insertion holes 32c located on the center side spaced apart from each other by the other reinforcing material insertion holes 32c. It is provided wider than the interval.

複数の位置指示孔32dは、ドリルねじ8の直径よりも僅かに小さな下孔の直径よりも更に小さく形成されている。位置指示孔32dは、長手方向に並ぶ6個の補強材挿通孔32cの間と、幅方向に並ぶ2個の補強材挿通孔32cの間とにそれぞれ設けられている。長手方向に並ぶ6個の補強材挿通孔32cの間には、中央側に位置する2個の補強材挿通孔32c間に2個と、その他の互いに隣り合う2個の補強材挿通孔32c間に1個ずつ位置指示孔32dが設けられている。幅方向に並ぶ2個の補強材挿通孔32cの間には、それぞれ2個ずつ位置指示孔32dが設けられている。 The plurality of position indicating holes 32d are formed to be smaller than the diameter of the prepared hole which is slightly smaller than the diameter of the drill screw 8. The position indicating holes 32d are provided between the six reinforcing material insertion holes 32c arranged in the longitudinal direction and between the two reinforcing material insertion holes 32c arranged in the width direction. Between the six reinforcing material insertion holes 32c arranged in the longitudinal direction, between the two reinforcing material insertion holes 32c located on the center side, and between the other two adjacent reinforcing material insertion holes 32c. One position indicating hole 32d is provided in each of the. Two position indicating holes 32d are provided between each of the two reinforcing material insertion holes 32c arranged in the width direction.

次に、2本の梁部材30を連結する方法について説明する。
図10に示すように、2本の梁部材30を連結する場合には、まず、2本の梁部材30の下面部30f及び梁連結材31の下外面部31b側が上方に向くように配置しておく(梁部材配置ステップS1)。次に、一方の梁3の中空部30bに梁連結材31を挿入し、梁側基準孔30jと連結材側基準孔31cとにピン9のテーパ部9bを挿通させる。次に、梁連結材31の反対側を、他方の梁3に挿入し、他方の梁側の梁側基準孔30jと連結材側基準孔31cにピン9のテーパ部9bを挿通させる。
Next, a method of connecting the two beam members 30 will be described.
As shown in FIG. 10, when connecting two beam members 30, first, the lower surface portions 30f of the two beam members 30 and the lower outer surface portion 31b side of the beam connecting member 31 are arranged so as to face upward. (Beam member arranging step S1). Next, the beam connecting material 31 is inserted into the hollow portion 30b of the one beam 3, and the tapered portion 9b of the pin 9 is inserted into the beam side reference hole 30j and the connecting material side reference hole 31c. Next, the opposite side of the beam connecting member 31 is inserted into the other beam 3, and the tapered portion 9b of the pin 9 is inserted into the beam side reference hole 30j and the connecting member side reference hole 31c on the other beam side.

次に、テーパ部9bが挿通されているピン9をハンマー等により打ち込んで、ピン9の円柱部9aを梁側基準孔30jと連結材側基準孔31cとに嵌入させる(ピン嵌入ステップS2)。このとき、2本の梁3の小口30a同士は突き合わされて当接した状態となり、各梁挿通孔30kと各螺合孔31dとがほぼ中心が揃い重なり合う。このため、ピン9の円柱部9aは、梁部材30の下面部30fの肉厚と梁連結材31の肉厚とを合わせた厚みよりも長く形成されている。 Next, the pin 9 through which the tapered portion 9b is inserted is driven by a hammer or the like to fit the columnar portion 9a of the pin 9 into the beam-side reference hole 30j and the connecting material-side reference hole 31c (pin fitting step S2). At this time, the small holes 30a of the two beams 3 are butted against each other and come into contact with each other, and the beam insertion holes 30k and the screw holes 31d are substantially centered and overlap each other. Therefore, the columnar portion 9a of the pin 9 is formed to be longer than the total thickness of the lower surface portion 30f of the beam member 30 and the beam connecting member 31.

次に、嵌入されているピン9の隣に位置する4個の梁挿通孔30kにボルト7を挿通し、各々螺合孔31dに螺合する。この状態で、2本の梁部材30と梁連結材31とが梁部材30の下面部30f側にて連結されている。 Next, the bolts 7 are inserted into the four beam insertion holes 30k located next to the inserted pins 9 and screwed into the screw holes 31d. In this state, the two beam members 30 and the beam connecting member 31 are connected to each other on the lower surface portion 30f side of the beam member 30.

次に、下連結材32の当接板部32aが、2本の梁部材30の下面部30fに跨がって当接するように下連結材32を2本の梁部材30の下面部30f上に配置する。このとき、下連結材32に設けられている各補強材挿通孔32cと、ボルト7が挿通されていない各梁挿通孔30k及び各螺合孔31dとが重なり合うように下連結材32を配置する。次に、重なり合う各補強材挿通孔32c及び各梁挿通孔30kに挿通させたボルト7を各螺合孔31dに螺合する(下側接合ステップS3)。この状態で、2本の梁部材30、梁連結材31、及び、下連結材32が一体化されている。 Next, the lower connecting member 32 is placed on the lower surface portions 30f of the two beam members 30 so that the contact plate portion 32a of the lower connecting member 32 straddles and contacts the lower surface portions 30f of the two beam members 30. To place. At this time, the lower connecting member 32 is arranged such that the reinforcing member insertion holes 32c provided in the lower connecting member 32 and the beam insertion holes 30k and the screw holes 31d in which the bolts 7 are not inserted overlap each other. .. Next, the bolts 7 inserted through the overlapping reinforcing material insertion holes 32c and the overlapping beam insertion holes 30k are screwed into the screw holes 31d (lower joining step S3). In this state, the two beam members 30, the beam connecting member 31, and the lower connecting member 32 are integrated.

次に、下連結材32に設けられている各位置指示孔32dに順次ドリルを当てて、下連結材32の当接板部32a、梁部材30の下面部30f、及び、梁連結材31の下外面部31bを貫通し、位置指示孔32dよりも僅かに大きな直径をなす、ドリルねじ8用の下孔を形成する。次に、形成した各下孔にドリルねじ8を螺合する。この状態で、アルミニウム製の各梁部材30の下面部30fが、アルミニウム・亜鉛合金めっき鋼板製の梁連結材31の下外面部31bと下連結材32の当接板部32aとにより挟持された状態でより密着した状態となる(ドリルねじ螺合ステップS4)。ここで、梁連結材31の下外面部31bと、下連結材32の当接板部32aとが、板状部を両面側から挟む2つの連結板部に相当する。また、ドリルねじ8を螺合した後にはピン9を抜きとっても構わない。 Next, a drill is sequentially applied to each of the position indicating holes 32d provided in the lower connecting member 32 to contact the contact plate portion 32a of the lower connecting member 32, the lower surface portion 30f of the beam member 30, and the beam connecting member 31. A lower hole for the drill screw 8 is formed which penetrates the lower outer surface portion 31b and has a diameter slightly larger than the position indicating hole 32d. Next, the drill screw 8 is screwed into each prepared hole. In this state, the lower surface portion 30f of each aluminum beam member 30 was sandwiched between the lower outer surface portion 31b of the aluminum-zinc alloy plated steel plate connecting member 31 and the contact plate portion 32a of the lower connecting member 32. In this state, the state becomes more intimate (drill screw screwing step S4). Here, the lower outer surface portion 31b of the beam connecting member 31 and the contact plate portion 32a of the lower connecting member 32 correspond to two connecting plate portions that sandwich the plate-shaped portion from both surface sides. Further, the pin 9 may be removed after the drill screw 8 is screwed.

次に、一体化された2本の梁部材30、梁連結材31、及び、下連結材32を、梁部材30の上面部30i側が上方に向くように配置する。
次に、2本の梁部材30上に各々梁化粧材34を載置し、梁化粧材34に設けられている化粧材挿通孔34aと、梁部材30の上面部30iに設けられた梁挿通孔30kに挿通させたボルト7を各々螺合孔31dに螺合して(上側接合ステップS5)、2本の梁部材30を連結が完了する。
Next, the two integrated beam members 30, the beam connecting member 31, and the lower connecting member 32 are arranged such that the upper surface portion 30i side of the beam member 30 faces upward.
Next, a beam decorative material 34 is placed on each of the two beam members 30, and a decorative material insertion hole 34a provided in the beam decorative material 34 and a beam insertion hole provided in the upper surface portion 30i of the beam member 30 are inserted. The bolts 7 inserted into the holes 30k are screwed into the screw holes 31d (upper joining step S5), and the connection between the two beam members 30 is completed.

本実施形態の2本の梁部材30の連結構造によれば、2つの梁部材30の、突き合わされている下面部30fと、2つの梁部材30に掛け渡されて下面部30fを両面側から挟む下外面部31b及び当接板部32aとに単一のドリルねじ8が螺合されて締結されているので、連結された状態では、ドリルねじ8と下面部30fとの間にクリアランスが生じない。このため、連結した2つの梁部材30の相対位置の変化が生じ難い梁部材30の連結構造を提供することが可能である。 According to the connection structure of the two beam members 30 of the present embodiment, the lower surface portions 30f of the two beam members 30 that are abutted with each other and the lower surface portions 30f that are bridged over the two beam members 30 from both surface sides. Since the single drill screw 8 is screwed and fastened to the sandwiched lower outer surface portion 31b and the contact plate portion 32a, a clearance is generated between the drill screw 8 and the lower surface portion 30f in the connected state. Absent. Therefore, it is possible to provide the connection structure of the beam members 30 in which the relative position of the two connected beam members 30 is unlikely to change.

また、下面部30fは、当該下面部30fが設けられている2つの梁部材30よりも剛性が高い下外面部31b及び当接板部32aに両面側から挟まれているので、たとえ、ドリルねじ8から下面部30fに支圧が作用したとしても、ドリルねじ8が喰い込むときに下面部30fが厚み方向に膨らむ空間が存在しない。このため、下面部30fに支圧が作用したとしても、下面部30fにおいてドリルねじ8が螺合されている孔は広がらないので、連結した2つの梁部材30の相対位置が変化することを抑制することが可能である。 Further, since the lower surface portion 30f is sandwiched from both sides by the lower outer surface portion 31b and the contact plate portion 32a, which have higher rigidity than the two beam members 30 provided with the lower surface portion 30f, even if the drill screw is used. Even if a bearing pressure is applied from 8 to the lower surface portion 30f, there is no space in which the lower surface portion 30f expands in the thickness direction when the drill screw 8 bites. For this reason, even if bearing pressure acts on the lower surface portion 30f, the hole in which the drill screw 8 is screwed in the lower surface portion 30f does not widen, so that the relative positions of the two connected beam members 30 are suppressed from changing. It is possible to

また、2つの梁部材30の下面部30fと、下外面部31b及び当接板部32aとがボルト7のみにより締結されている場合には、互いに隣り合うボルト7の螺合箇所の間において下面部30fと、当該下面部30fを両面側から挟む下面部30fと、下外面部31b及び当接板部32aとの間に浮きが生じ易い。上記2つの梁部材30の連結構造によれば、互いに隣り合うボルト7の螺合箇所の間にドリルねじ8が螺合されているので、ボルト7の螺合箇所の間をドリルねじ8により密着させておくことが可能である。このため、連結した2つの梁部材30の相対位置の変化が生じることを、より確実に抑制することが可能である。 In addition, when the lower surface portion 30f of the two beam members 30 and the lower outer surface portion 31b and the contact plate portion 32a are fastened only by the bolts 7, the lower surface between the screwed portions of the bolts 7 adjacent to each other. Floating easily occurs between the portion 30f, the lower surface portion 30f that sandwiches the lower surface portion 30f from both sides, the lower outer surface portion 31b, and the contact plate portion 32a. According to the connection structure of the two beam members 30 described above, the drill screw 8 is screwed between the screwing points of the bolts 7 adjacent to each other. It is possible to leave it. Therefore, it is possible to more reliably suppress the change in the relative position of the two connected beam members 30.

また、下外面部31b及び当接板部32aのうちの下外面部31bに設けられている螺合孔31dに、当接板部32aと下面部30fとに挿通されているボルト7が螺合されているので、ナットを用いることなく、2つの梁部材30を連結することが可能である。 Further, the bolt 7 inserted into the contact plate portion 32a and the lower surface portion 30f is screwed into the screw hole 31d provided in the lower outer surface portion 31b of the lower outer surface portion 31b and the contact plate portion 32a. Therefore, it is possible to connect the two beam members 30 without using a nut.

また、本実施形態の梁部材30の連結方法によれば、2つの梁部材30の、突き合わされている下面部30fと、2つの梁部材30に掛け渡されて下面部30fを両面側から挟む下外面部31b及び当接板部32aとに単一のドリルねじ8を各々螺合して締結するので、連結された2つの梁部材30とドリルねじ8との間にクリアランスが生じない。このため、連結した2つの梁部材30の相対位置の変化が生じ難い梁部材30の連結方法を提供することが可能である。 According to the method of connecting the beam members 30 of the present embodiment, the lower surface portions 30f of the two beam members 30 that are abutted with each other and the lower surface portions 30f that are bridged over the two beam members 30 sandwich the lower surface portion 30f from both sides. Since the single drill screw 8 is screwed and fastened to the lower outer surface portion 31b and the contact plate portion 32a, no clearance is generated between the two beam members 30 connected to each other and the drill screw 8. Therefore, it is possible to provide a method of connecting the beam members 30 in which the relative positions of the two connected beam members 30 are unlikely to change.

また、本実施形態の梁部材30の連結構造によれば、梁連結材31に設けられている2つの連結材側基準孔31cが、2本の梁部材30に各々設けられている梁側基準孔30jと一致している状態で2本の梁部材30が連結されるので、連結材側基準孔31cに基づいて配置されている複数の螺合孔31dと、各梁部材30に設けられている複数の梁挿通孔30kの位置とが一致する。このため、重なるべき梁挿通孔30kと螺合孔31dとの位置が全て重なる状態に、2本の梁部材30と梁連結材31とが配置された状態でボルト7を挿通させることが可能である。このため、各梁挿通孔30kに挿通させたボルト7を螺合して2本の梁部材30を容易に連結することが可能である。 Further, according to the connecting structure of the beam members 30 of the present embodiment, the two connecting member side reference holes 31c provided in the beam connecting members 31 are provided as the beam side reference holes provided in the two beam members 30, respectively. Since the two beam members 30 are connected in a state of being aligned with the holes 30j, the plurality of screw holes 31d arranged based on the connecting material side reference holes 31c and the beam members 30 are provided. The positions of the plurality of beam insertion holes 30k are the same. Therefore, it is possible to insert the bolt 7 in a state where the two beam members 30 and the beam connecting member 31 are arranged in a state where the positions of the beam insertion hole 30k and the screwing hole 31d that should be overlapped are all overlapped. is there. Therefore, the two beam members 30 can be easily connected by screwing the bolts 7 inserted into the beam insertion holes 30k.

また、2つの連結材側基準孔31cの間隔に基づいて、各々の梁部材30における梁側基準孔30jに対する小口30aの位置が設定されているので、2つの連結材側基準孔31cの位置と各々の梁部材30の梁側基準孔30jの位置とが一致している状態で、各梁部材30の小口30a同士を当接させて突き合わせることが可能である。このため、梁部材30の小口30a同士が当接されて連結されるので、2本の梁部材30の連結部分における梁3の曲がりの発生を抑制することが可能である。 Further, the position of the forehead 30a with respect to the beam-side reference hole 30j in each beam member 30 is set based on the distance between the two connecting-material-side reference holes 31c. In a state where the positions of the beam-side reference holes 30j of the respective beam members 30 coincide with each other, it is possible to bring the small holes 30a of the respective beam members 30 into contact with each other and abut them. For this reason, since the small openings 30a of the beam member 30 are brought into contact with each other to be connected, it is possible to suppress the occurrence of bending of the beam 3 at the connecting portion of the two beam members 30.

また、各々の梁部材30の中空部30bに挿入されている梁連結材31の同一平面をなす下外面部31bに2つの連結材側基準孔31cと螺合孔31dとが設けられているので、2つの連結材側基準孔31cに対する螺合孔31dの位置精度をより高めることが可能である。このため、より位置精度が高い2つの連結材側基準孔31cと一致している梁側基準孔30jが設けられている梁部材30の複数の梁挿通孔30kと梁連結材31の複数の螺合孔31dとの位置を容易に合わせることが可能である。 Further, since the beam connecting member 31 inserted into the hollow portion 30b of each beam member 30 has the lower outer surface portion 31b forming the same plane, the two connecting member side reference holes 31c and the screw holes 31d are provided. It is possible to further improve the positional accuracy of the screwing hole 31d with respect to the two connecting member side reference holes 31c. Therefore, the plurality of beam insertion holes 30k of the beam member 30 provided with the beam-side reference holes 30j that coincide with the two connecting-member-side reference holes 31c having higher positional accuracy and the plurality of screw holes of the beam connecting member 31 are provided. It is possible to easily align the position with the fitting hole 31d.

また、連結材側基準孔31cと梁側基準孔30jとに挿通されて2本の梁部材30と梁連結材31とを位置合わせするピン9は、連結材側基準孔31c及び梁側基準孔30jに嵌入される円柱部9aの長さが、梁部材30の板状部としての下面部30fの肉厚と梁連結材31の肉厚とを合わせた厚みよりも長いので、連結材側基準孔31cと梁側基準孔30jとに、いずれもピン9の円柱部9aを配置することが可能である。このため、連結材側基準孔31cと梁側基準孔30jとの中心同士を一致させることが可能である。このため、より高い精度にて2本の梁部材30と梁連結材31とを位置合わせすることが可能である。 Further, the pin 9 which is inserted into the connecting material side reference hole 31c and the beam side reference hole 30j and aligns the two beam members 30 and the beam connecting material 31 includes the connecting material side reference hole 31c and the beam side reference hole. Since the length of the columnar portion 9a fitted in 30j is longer than the combined thickness of the lower surface portion 30f as the plate-shaped portion of the beam member 30 and the thickness of the beam connecting member 31, the connecting member side reference The columnar portion 9a of the pin 9 can be arranged in each of the hole 31c and the beam-side reference hole 30j. Therefore, the centers of the connecting material side reference hole 31c and the beam side reference hole 30j can be aligned with each other. Therefore, it is possible to align the two beam members 30 and the beam connecting member 31 with higher accuracy.

また、連結材側基準孔31c及び梁側基準孔30jと円柱部9aとのクリアランスは、梁挿通孔30kとボルト7とのクリアランスより小さいので、連結材側基準孔31c及び梁側基準孔30jに円柱部9aを、ボルト7よりも先に嵌入することにより、各梁挿通孔30kに挿通させた複数のボルト7を各螺合孔31dにより容易に螺合させることが可能である。 Since the clearance between the connecting material side reference hole 31c and the beam side reference hole 30j and the columnar portion 9a is smaller than the clearance between the beam insertion hole 30k and the bolt 7, the connecting material side reference hole 31c and the beam side reference hole 30j are By inserting the columnar portion 9a before the bolt 7, it is possible to easily screw the plurality of bolts 7 inserted into the beam insertion holes 30k into the screw holes 31d.

上記実施形態においては、連結する2つの部材を2本の梁部材30とした例を挙げて説明したが、これに限るものではなく、例えば、板状をなす板状部を各々有する2つの部材であって、各々の板状部の端部同士が突き合わされ、板状部の両面側にて2つの部材に掛け渡されている連結部材とともに貫通するボルトにより接合される部材であれば、構わない。 In the above-described embodiment, the example in which the two members to be connected are the two beam members 30 has been described, but the present invention is not limited to this, and for example, two members each having a plate-shaped portion having a plate shape. The end portions of the plate-shaped portions are abutted with each other, and the members may be joined by bolts penetrating together with the connecting member that is bridged between the two members on both surface sides of the plate-shaped portion. Absent.

また、上記実施形態においては、各梁部材30に2つの梁側基準孔30jが設けられ、梁連結材31に4個の連結材側基準孔31cが設けられている例について説明したが、これに限らず、少なくとも各梁部材に1つの梁側基準孔が設けられ、梁連結材の両端部側にそれぞれ1個の連結材側基準孔が設けられていれば構わない。 Further, in the above embodiment, an example in which each beam member 30 is provided with two beam-side reference holes 30j and the beam connecting member 31 is provided with four connecting-member-side reference holes 31c has been described. Not limited to this, at least one beam-side reference hole may be provided in each beam member, and one connecting-member-side reference hole may be provided on each end of the beam connecting member.

また、上記実施形態においては、梁連結材31に設けられている螺合孔31dにボルト7を螺合する例について説明したが、これに限るものではない。例えば、梁連結材にボルトが挿通される挿通孔が設けられており、当接板部、下面部とともに挿通されたボルトにナットが螺合されて締結されていても構わない。 Further, in the above-described embodiment, the example in which the bolt 7 is screwed into the screw hole 31d provided in the beam connecting member 31 has been described, but the present invention is not limited to this. For example, the beam connecting member may be provided with an insertion hole through which the bolt is inserted, and the nut may be screwed and fastened to the bolt inserted together with the contact plate portion and the lower surface portion.

上記実施形態においては、挿通部材をピン9とした例について説明したが、これに限らず、例えば、挿通部材は、梁部材及び梁連結材のいずれにも螺合されるねじであっても構わない。 In the above embodiment, the example in which the insertion member is the pin 9 has been described. However, the insertion member is not limited to this, and the insertion member may be, for example, a screw screwed to both the beam member and the beam connecting member. Absent.

上記実施形態は、本発明の理解を容易にするためのものであり、本発明を限定して解釈するためのものではない。本発明は、その趣旨を逸脱することなく、変更、改良され得ると共に、本発明にはその等価物が含まれることはいうまでもない。 The above embodiment is for facilitating the understanding of the present invention and is not for limiting the interpretation of the present invention. It goes without saying that the present invention can be modified and improved without departing from the spirit thereof and that the present invention includes equivalents thereof.

本実施形態には、少なくとも以下の発明が含まれる。
板状をなす板状部を各々有する2つの部材が、各々の前記板状部の端部同士が突き合わされ、前記板状部の両面側にて前記2つの部材に跨がって配置されている2つの連結部材とともに貫通するボルトにより接合されている2つの部材の連結構造であって、前記板状部は、前記ボルトの直径より大きく当該ボルトが挿通される挿通孔を有し、各々の前記連結部材は、前記板状部と対面して当接される板状の連結板部を有し、前記板状部と、2つの前記連結板部とに、単一のドリルねじが螺合されて締結されていることを特徴とする2つの部材の連結構造である。
This embodiment includes at least the following inventions.
Two members each having a plate-shaped portion having a plate shape are arranged such that ends of the plate-shaped portions are abutted against each other, and the plate-shaped portions are arranged across both the members on both sides. A connecting structure of two members joined together by a bolt passing through together with the two connecting members, wherein the plate-shaped portion has an insertion hole larger than the diameter of the bolt and through which the bolt is inserted. The connection member has a plate-shaped connection plate portion that faces and abuts the plate-shaped portion, and a single drill screw is screwed into the plate-shaped portion and the two connection plate portions. It is a connecting structure of two members characterized by being connected and fastened.

このような2つの部材の連結構造によれば、2つの部材の、突き合わされている板状部と、2つの部材に跨がって配置されている2つの連結板部とに単一のドリルねじが螺合されて締結されているので、連結された状態では、ドリルねじと2つの部材との間にクリアランスが生じない。このため、連結した2つの部材の相対位置の変化が生じ難い2つの部材の連結構造を提供することが可能である。 According to such a connecting structure of two members, a single drill is provided for the abutting plate-like portions of the two members and the two connecting plate portions arranged across the two members. Since the screws are screwed and fastened, there is no clearance between the drill screw and the two members in the connected state. Therefore, it is possible to provide a connecting structure for the two members in which the relative positions of the two connected members are unlikely to change.

かかる2つの部材の連結構造であって、前記2つの連結部材は、連結されている前記2つの部材よりも剛性が高い材料により形成されていることを特徴とする。
このような2つの部材の連結構造によれば、板状部は、当該板状部が設けられている2つの部材よりも剛性が高い連結板部に両面側から挟まれているので、たとえ、ドリルねじから板状部に支圧が作用したとしても、ドリルねじが喰い込むときに板状部が厚み方向に膨らむ空間が存在しない。このため、板状部に支圧が作用したとしても、板状部においてドリルねじが螺合されている孔は広がらないので、連結した2つの部材の相対位置が変化することを抑制することが可能である。
In this connection structure of two members, the two connection members are formed of a material having higher rigidity than the two members connected to each other.
According to such a connecting structure of two members, the plate-shaped portion is sandwiched from both sides by the connecting plate portion having higher rigidity than the two members provided with the plate-shaped portion. Even if a pressure is applied from the drill screw to the plate-shaped portion, there is no space in which the plate-shaped portion expands in the thickness direction when the drill screw bites. For this reason, even if pressure is applied to the plate-shaped portion, the hole into which the drill screw is screwed does not widen in the plate-shaped portion, so that it is possible to prevent the relative positions of the two connected members from changing. It is possible.

かかる2つの部材の連結構造であって、前記ボルトは、互いに間隔を隔てて複数箇所に螺合されており、前記ドリルねじは、互いに隣り合う前記ボルトの螺合箇所の間に螺合されていることを特徴とする。 In the connection structure of such two members, the bolts are screwed at a plurality of positions at intervals, and the drill screw is screwed between screwing positions of the bolts adjacent to each other. It is characterized by being

2つの部材の板状部と、連結板部とがボルトのみにより締結されている場合には、互いに隣り合うボルトの螺合箇所の間において板状部と板状部を両面側から挟む2つの連結板部との間に浮きが生じ易い。上記2つの部材の連結構造によれば、互いに隣り合うボルトの螺合箇所の間にドリルねじが螺合されているので、ボルトの螺合箇所の間をドリルねじにより密着させておくことが可能である。このため、連結した2つの部材の相対位置の変化が生じることを、より確実に抑制することが可能である。 When the plate-shaped portion of the two members and the connecting plate portion are fastened only by the bolts, the plate-shaped portion and the two plate-shaped portions sandwiching the plate-shaped portion from both surface sides are screwed between the bolts that are adjacent to each other. Floating easily occurs between the connecting plate portion. According to the connecting structure of the above two members, the drill screw is screwed between the screwing portions of the bolts adjacent to each other, so that the screwing portions of the bolts can be closely attached by the drill screw. Is. Therefore, it is possible to more reliably suppress the change in the relative position of the two connected members.

かかる2つの部材の連結構造であって、前記2つの前記連結板部のうちの一方は、前記ボルトが螺合される螺合孔を有し、前記2つの前記連結板部のうちの他方と前記板状部とを挿通されている前記ボルトが前記螺合孔に螺合されていることを特徴とする。 In the connection structure of two members, one of the two connection plate portions has a screw hole into which the bolt is screwed, and the other of the two connection plate portions is connected to the other. The bolt inserted through the plate-shaped portion is screwed into the screw hole.

このような2つの部材の連結構造によれば、2つの連結板部のうちの一方に設けられている螺合孔に、他方の連結板部と板状部とに挿通されているボルトが螺合されているので、ナットを用いることなく、2つの部材を連結することが可能である。 According to such a connecting structure of two members, a bolt inserted in the other connecting plate portion and the plate-like portion is screwed into the screwing hole provided in one of the two connecting plate portions. Since they are combined, it is possible to connect the two members without using a nut.

また、板状をなす板状部を各々有する2つの部材の、各々の前記板状部の端部同士を突き合わせ、前記板状部の両面側にて前記2つの部材に跨がって配置した2つの連結部材とともにボルトにより接合して前記2つの部材を連結する2つの部材の連結方法であって、前記板状部に設けられ前記ボルトの直径より大きく当該ボルトが挿通される挿通孔に挿通され、前記2つの連結部材が各々有し前記板状部と対面して当接される板状の連結板部とともに貫通させた前記ボルトにより前記板状部と2つの前記連結板部とを接合する接合ステップと、前記ボルトにより接合された前記板状部と前記2つの連結板部とに、単一のドリルねじを螺合するドリルねじ螺合ステップと、を有することを特徴とする2つの部材の連結方法である。 Further, two members each having a plate-shaped portion having a plate-like shape are abutted with each other at the ends of the plate-shaped portions, and arranged on both surface sides of the plate-shaped portion across the two members. A method of connecting two members by joining the two members together with bolts to connect the two members, which is inserted into an insertion hole provided in the plate-shaped portion and having a diameter larger than the diameter of the bolts. The plate-shaped portion and the two connection plate portions are joined together by the bolts that are penetrated together with the plate-shaped connection plate portion that is in contact with the plate-shaped portion facing the plate-shaped portion. And a drill screw screwing step of screwing a single drill screw to the plate-like portion and the two connecting plate portions joined by the bolts. It is a method of connecting members.

このような2つの部材の連結方法によれば、2つの部材の、突き合わされている板状部と、2つの部材に跨がって配置した2つの連結板部とに単一のドリルねじを螺合して締結するので、連結された2つの部材とドリルねじとの間にクリアランスが生じない。このため、連結した2つの部材の相対位置の変化が生じ難い2つの部材の連結方法を提供することが可能である。 According to such a method of connecting two members, a single drill screw is attached to the abutting plate-shaped portions of the two members and the two connecting plate portions arranged across the two members. Since they are screwed and fastened, there is no clearance between the two members connected to each other and the drill screw. Therefore, it is possible to provide a method for connecting two members in which the relative positions of the two members that are connected are unlikely to change.

3 梁、7 ボルト、30 梁部材、30f 下面部、30k 梁挿通孔、
31 梁連結材、31b 下外面部、31d 螺合孔、32 下連結材
3 beams, 7 bolts, 30 beam members, 30f lower surface part, 30k beam insertion hole,
31 beam connecting member, 31b lower outer surface portion, 31d screwing hole, 32 lower connecting member

Claims (5)

板状をなす板状部を各々有する2つの部材が、各々の前記板状部の端部同士が突き合わされ、前記板状部の両面側にて前記2つの部材に跨がって配置されている2つの連結部材とともに貫通するボルトにより接合されている2つの部材の連結構造であって、
前記板状部は、前記ボルトの直径より大きく当該ボルトが挿通される挿通孔を有し、
各々の前記連結部材は、前記板状部と対面して当接される板状の連結板部を有し、
前記板状部と、2つの前記連結板部とに、単一のドリルねじが螺合されて締結されていることを特徴とする2つの部材の連結構造。
Two members each having a plate-shaped portion having a plate shape are arranged such that ends of the plate-shaped portions are abutted against each other, and the plate-shaped portions are arranged across both the members on both sides. A connecting structure of two members joined by a bolt passing through together with the two connecting members,
The plate-shaped portion has an insertion hole that is larger than the diameter of the bolt and into which the bolt is inserted,
Each of the connecting members has a plate-like connecting plate portion that faces and abuts the plate-like portion,
A connecting structure of two members, wherein a single drill screw is screwed and fastened to the plate-shaped portion and the two connecting plate portions.
請求項1に記載の2つの部材の連結構造であって、
前記2つの連結部材は、連結されている前記2つの部材よりも剛性が高い材料により形成されていることを特徴とする2つの部材の連結構造。
A structure for connecting two members according to claim 1,
The connecting structure for two members, wherein the two connecting members are made of a material having higher rigidity than the two members being connected.
請求項1または請求項2に記載の2つの部材の連結構造であって、
前記ボルトは、互いに間隔を隔てて複数箇所に螺合されており、
前記ドリルねじは、互いに隣り合う前記ボルトの螺合箇所の間に螺合されていることを特徴とする2つの部材の連結構造。
A connecting structure for two members according to claim 1 or 2, wherein
The bolts are screwed together at a plurality of positions at intervals.
The connection structure of two members, wherein the drill screw is screwed between screwing portions of the bolts adjacent to each other.
請求項1乃至請求項3のいずれかに記載の2つの部材の連結構造であって、
前記2つの前記連結板部のうちの一方は、前記ボルトが螺合される螺合孔を有し、
前記2つの前記連結板部のうちの他方と前記板状部とを挿通されている前記ボルトが前記螺合孔に螺合されていることを特徴とする2つの部材の連結構造。
A connecting structure for two members according to any one of claims 1 to 3,
One of the two connecting plate portions has a screw hole into which the bolt is screwed,
The connecting structure for two members, wherein the bolt inserted through the other of the two connecting plate portions and the plate-shaped portion is screwed into the screw hole.
板状をなす板状部を各々有する2つの部材の、各々の前記板状部の端部同士を突き合わせ、前記板状部の両面側にて前記2つの部材に跨がって配置した2つの連結部材とともにボルトにより接合して前記2つの部材を連結する2つの部材の連結方法であって、
前記板状部に設けられ前記ボルトの直径より大きく当該ボルトが挿通される挿通孔に挿通され、前記2つの連結部材が各々有し前記板状部と対面して当接される板状の連結板部とともに貫通させた前記ボルトにより前記板状部と2つの前記連結板部とを接合する接合ステップと、
前記ボルトにより接合された前記板状部と前記2つの連結板部とに、単一のドリルねじを螺合するドリルねじ螺合ステップと、
を有することを特徴とする2つの部材の連結方法。
Two members, each of which has a plate-shaped portion having a plate-like shape, are butted against each other at the ends of the plate-shaped portions, and the two members are arranged on both sides of the plate-shaped portion. A method of connecting two members by joining them together with a connecting member by a bolt, the method comprising:
A plate-shaped connection that is inserted into an insertion hole that is provided in the plate-shaped portion and that has a diameter larger than that of the bolt, and through which the bolt is inserted, and that each of the two connection members has and that abuts the plate-shaped portion so as to face it. A joining step of joining the plate-shaped portion and the two connecting plate portions with the bolt that penetrates together with the plate portion;
A drill screw screwing step of screwing a single drill screw to the plate-shaped portion joined by the bolt and the two connecting plate portions;
A method for connecting two members, comprising:
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Citations (10)

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JPH0223611U (en) * 1988-08-02 1990-02-16
JPH0434358U (en) * 1990-07-18 1992-03-23
JPH04166527A (en) * 1990-10-29 1992-06-12 Ohbayashi Corp Connection structure for beam member
JP2003321872A (en) * 2002-04-30 2003-11-14 Panahome Corp Building structure
JP2007023703A (en) * 2005-07-21 2007-02-01 Nippon Steel Corp Joining structure of steel frame member, joining method used for the same and steel framed building
JP2010159550A (en) * 2009-01-06 2010-07-22 Nippon Steel Corp Member for friction joint and friction joint structure
JP2012127165A (en) * 2010-12-17 2012-07-05 Takenaka Komuten Co Ltd Structure for joining steel material
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* Cited by examiner, † Cited by third party
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JPS524734Y2 (en) * 1972-05-17 1977-01-31
JPS5219368B2 (en) * 1972-06-06 1977-05-27
JPH0223611U (en) * 1988-08-02 1990-02-16
JPH0434358U (en) * 1990-07-18 1992-03-23
JPH04166527A (en) * 1990-10-29 1992-06-12 Ohbayashi Corp Connection structure for beam member
JP2003321872A (en) * 2002-04-30 2003-11-14 Panahome Corp Building structure
JP2007023703A (en) * 2005-07-21 2007-02-01 Nippon Steel Corp Joining structure of steel frame member, joining method used for the same and steel framed building
JP2010159550A (en) * 2009-01-06 2010-07-22 Nippon Steel Corp Member for friction joint and friction joint structure
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