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JP4649685B2 - Connecting member for structural members - Google Patents
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JP4649685B2 - Connecting member for structural members - Google Patents

Connecting member for structural members Download PDF

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JP4649685B2
JP4649685B2 JP2004135255A JP2004135255A JP4649685B2 JP 4649685 B2 JP4649685 B2 JP 4649685B2 JP 2004135255 A JP2004135255 A JP 2004135255A JP 2004135255 A JP2004135255 A JP 2004135255A JP 4649685 B2 JP4649685 B2 JP 4649685B2
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rod
shaped
spherical
hole
ring
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JP2005314988A (en
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喜徳 仁藤
由美 藤川
努 舟岡
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Engineers Network
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Description

本発明は建築物等の構造物を構成する構造部材同士を線材で連結する連結部材に係り、特に構造物に所定の間隔をもって配設された箍部材同士を連結する構造部材の連結部材に関する。   The present invention relates to a connecting member for connecting structural members constituting a structure such as a building with a wire, and more particularly to a connecting member for a structural member for connecting eaves members arranged at a predetermined interval to the structure.

近年の構造物では、サッシを用いることなく多数枚のガラス板を支持し、これらのガラス板によって外壁を構築する例が増えている(例えば、非特許文献1)。非特許文献1の構法は、隣接する4枚のフェイスガラスの各隅部を支持部材によって挟持し、これらの支持部材を十字状に張られたケーブルに連結することによってガラス壁面の剛性を確保するものである。   In recent structures, an example in which a large number of glass plates are supported without using a sash and an outer wall is constructed using these glass plates is increasing (for example, Non-Patent Document 1). The construction method of Non-Patent Document 1 secures the rigidity of the glass wall surface by sandwiching each corner portion of four adjacent face glasses by support members and connecting these support members to a cross-shaped cable. Is.

この構法は外壁をガラス板によって構築する構法であるが、最近では建築物の骨組をドーム型に構築し、この骨組に多数枚のガラス板を支持させることにより、建築物全体に透明感を与えるようにしたドーム型の建築物が増えている(例えば、非特許文献2)。非特許文献2の骨組は、鋼材によるトラス又はラーメン構造の構造体であるが、リング状に形成された箍部材を上下方向に所定の間隔をもって配設することにより、ドーム型構造物の骨組を構築することもできる。この場合、上下に隣接する箍部材同士を連結部材により連結し、構造物の剛性を確保する必要がある。
「建築と都市」、1995年 2月号No.293、p85、120、121、135〜137 「日経アーキテクチャー」、1999年11月29日号、p130
This construction method is a construction method in which the outer wall is constructed with a glass plate, but recently, the framework of the building is constructed in a dome shape, and a large number of glass plates are supported by this framework to give the whole building a sense of transparency. The number of such dome-shaped buildings is increasing (for example, Non-Patent Document 2). The framework of Non-Patent Document 2 is a truss or ramen structure made of steel, but the dome-shaped structure framework can be obtained by arranging the eave members formed in a ring shape at predetermined intervals in the vertical direction. It can also be constructed. In this case, it is necessary to secure the rigidity of the structure by connecting the upper and lower flange members adjacent to each other by the connecting member.
“Architecture and City”, February 1995, No. 293, p85, 120, 121, 135-137 “Nikkei Architecture”, November 29, 1999, p130

前述の如く、リング状の箍部材を用いてドーム型構造物の骨組を構築した場合、上下に隣接する箍部材同士を連結する連結部材が重要となる。連結部材としてロッド等の線材を利用した場合には、線材の両端部を箍部材に設けた接続部に接続する訳であるが、箍部材の組立誤差等に起因して上下に位置する箍部材の各々の接続部の位置がズレると、箍部材同士を線材によって連結することができないという問題があった。また、箍部材に後発的に変位が生じた場合等に、局部的な応力発生を招く恐れもあった。   As described above, when a frame of a dome-shaped structure is constructed using a ring-shaped flange member, a connecting member that connects the vertically adjacent flange members becomes important. When a wire rod such as a rod is used as the connecting member, both ends of the wire rod are connected to the connecting portion provided on the rod member. However, the rod member positioned up and down due to an assembly error of the rod member. When the positions of the respective connecting portions are shifted, there is a problem that the flange members cannot be connected by the wire. In addition, there is a possibility that local stress is generated when the flange member is displaced later.

本発明は、従来の構造部材の連結部材が有する問題を解決しようとするものであり、箍部材等の構造物を構成する構造部材に取付誤差等が生じていても局部的な応力発生を生じさせず、構造部材同士を問題なく連結することができる構造部材の連結部材を提供することを目的とする。   The present invention is intended to solve the problems of the connecting member of the conventional structural member, and even if a mounting error or the like occurs in the structural member constituting the structural member such as the eaves member, local stress is generated. An object of the present invention is to provide a connecting member for a structural member that can connect the structural members without problems.

本発明は、前記目的を達成するために、構造物に所定の間隔をもって配設された構造部材であって、隣接する構造部材同士を連結する構造部材の連結部材において、前記構造部材に形成された孔に球面軸受が取り付けられるとともに、前記球面軸受に支持される球体と、前記球体の中に球体部が支持される球面孔とが形成されることにより、前記球面軸受及び前記球体、前記球体部及び前記球面孔からなる回転中心を略一致させた二重の球状回転体が前記構造部材の前記孔に設けられ、隣接する一方側の構造部材に設けられた前記球体と、他方側の構造部材に設けられた前記球体部とが線材によって連結されてなることを特徴とする構造部材の連結部材を提供する。 In order to achieve the above object, the present invention is a structural member arranged at a predetermined interval in a structure, and is formed on the structural member in a structural member that connects adjacent structural members. A spherical bearing is attached to the hole, a sphere supported by the spherical bearing, and a spherical hole in which the sphere portion is supported in the sphere, thereby forming the spherical bearing, the sphere, and the sphere. parts and the double spherical rotating body substantially to match the rotation center consisting of the spherical hole is provided in the hole of the structural member, and the provided structural member adjacent one side sphere, on the other side structure There is provided a connecting member for a structural member, characterized in that the spherical body portion provided on the member is connected by a wire.

本発明によれば、箍部材又は梁部材等の構造物を構成する構造部材の取付誤差により隣接する構造部材の各孔の位置にズレが生じても、すなわち、連続的に配置される線材が一直線に配設できない場合でも、そのズレは二重の球状回転体の追従動作によって吸収されるので、隣接する構造部材を問題なく連結できる。また、二重の球状回転体の追従動作によって、線材を例えばドーム形状に沿った傾斜角度に容易に斜設することができる。更に、構造部材に変位が後発的に生じた場合においても、二重の球状回転体の追従動作によって、その変位を吸収できる。   According to the present invention, even if a deviation occurs in the position of each hole of the adjacent structural member due to the mounting error of the structural member constituting the structure such as the eaves member or the beam member, that is, the continuously arranged wire rod Even if it cannot be arranged in a straight line, the deviation is absorbed by the follow-up operation of the double spherical rotating body, so that adjacent structural members can be connected without any problem. Further, the wire can be easily inclined at an inclination angle along, for example, a dome shape by the following operation of the double spherical rotating body. Furthermore, even when a displacement occurs in the structural member later, the displacement can be absorbed by the follow-up operation of the double spherical rotating body.

また、本発明によれば、線材と前記球体とを、ねじ連結したので、螺入量を調節することにより線材の張力を調節することができる。 According to the present invention, since the wire rod and the sphere are screw-connected, the tension of the wire rod can be adjusted by adjusting the screwing amount.

本発明に係る構造部材の連結部材によれば、構造部材に形成された孔に回転中心を略一致させた二重の球状回転体を設け、隣接する一方側の構造部材に設けられた一方の球状回転体と、他方側の構造部材に設けられた他方の球状回転体とを線材によって連結して構成したので、構造部材に取付誤差等が生じていても局部的な応力発生を生じさせず、構造部材同士を問題なく連結することができる。   According to the connecting member of the structural member according to the present invention, the double spherical rotating body having the rotation center substantially coincided with the hole formed in the structural member is provided, and one of the adjacent structural members provided on the one side is provided. Since the spherical rotating body and the other spherical rotating body provided on the other structural member are connected by a wire rod, local stress is not generated even if a mounting error occurs in the structural member. The structural members can be connected to each other without any problem.

以下添付図面に従って、本発明に係る構造部材の連結部材の好ましい実施の形態について詳説する。   Hereinafter, preferred embodiments of a connecting member of a structural member according to the present invention will be described in detail with reference to the accompanying drawings.

図1は、構造体(構造物)10に多数枚のガラス板12、12…を配列支持させたドーム型建築物14の縦断面図であり、図2はドーム型建築物14の内観図、図3は構造体10の模式図である。   FIG. 1 is a longitudinal sectional view of a dome-shaped building 14 in which a large number of glass plates 12, 12... Are arranged and supported on a structure (structure) 10, and FIG. 2 is an interior view of the dome-shaped building 14. FIG. 3 is a schematic diagram of the structure 10.

図3の如く構造体10は、楕円形状に形成された複数のリング状箍部材(構造部材)16、16…が上下方向に所定の間隔をもって水平方向に配置されるとともに、隣接するリング状箍部材16、16…が、多数本のケーブル18、18…によって筒状に組まれたネット部材20により連結されて構成されている。ネット部材20の上端部は各ケーブル18、18…の端部を結ぶ軌跡が略円形状となるように配置されて、図1、図2に示す構造体10の中心部に立設された支柱22の上部に固定され、ネット部材20の下端部は各ケーブル18、18…の端部を結ぶ軌跡が略円形状となるように配置されて、図1に示す構造体基礎部24に埋設されたアンカ部に不図示の張力調整部材を介して固定されている。張力調整部材または後述する連結部材30(図6)でのケーブル18の引き込みによって、ネット部材20の各ケーブル18、18…には所定の張力が付与・調整され、これらのケーブル18、18…の交差部に図4〜図6に示す連結部材30を介して図2のリング状箍部材16、16…が固定されている。   As shown in FIG. 3, the structure 10 includes a plurality of ring-shaped scissors members (structural members) 16, 16... That are formed in an elliptical shape and are arranged in the horizontal direction at predetermined intervals in the vertical direction, and adjacent ring-shaped scissors. The members 16, 16... Are connected by a net member 20 assembled in a cylindrical shape by a large number of cables 18, 18. The upper end portion of the net member 20 is arranged so that the trajectory connecting the ends of the cables 18, 18... Has a substantially circular shape, and the column is erected at the center of the structure 10 shown in FIGS. The lower end portion of the net member 20 is fixed so as to have a substantially circular shape connecting the ends of the cables 18, 18... And embedded in the structure base portion 24 shown in FIG. The anchor portion is fixed via a tension adjusting member (not shown). By pulling the cable 18 through the tension adjusting member or the connecting member 30 (FIG. 6) described later, a predetermined tension is applied and adjusted to each cable 18, 18... Of the net member 20, and the cables 18, 18. 2 are fixed to the intersecting portions via connecting members 30 shown in FIGS. 4 to 6.

リング状箍部材16をケーブル18、18の交差部に連結する連結部材30は、図6の如く4本のねじ棒32、32…が平行に突設された受部材34、第1のクランプ部材36、第2のクランプ部材38、及び第3のクランプ部材40等から構成される。   As shown in FIG. 6, the connecting member 30 for connecting the ring-shaped scissors member 16 to the intersection of the cables 18 and 18 includes a receiving member 34 in which four screw rods 32, 32. 36, a second clamp member 38, a third clamp member 40, and the like.

受部材34は、所定の幅を有する平板状のリング状箍部材16の内周部に形成された切欠部17にねじ棒32、32…が水平となるようにねじ止めや溶接等の固定手段によって固定されている。なお、リング状箍部材16の形状は平板状に限定されるものではなく、例えば柱状でもよい。   The receiving member 34 is a fixing means such as screwing or welding so that the screw rods 32, 32... Are horizontal in the notch 17 formed in the inner peripheral portion of the flat ring-shaped flange member 16 having a predetermined width. It is fixed by. Note that the shape of the ring-shaped scissors member 16 is not limited to a flat plate shape, and may be a columnar shape, for example.

第1のクランプ部材36は、図5の如くその片面に一方のケーブル18Aが嵌入される溝42が形成されるとともに、ねじ棒32、32…が挿入される4つの孔44、44…が形成されている。また、第2のクランプ部材38は、その片面に他方のケーブル18Bが嵌入される溝46が形成されるとともに、ねじ棒32、32…が挿入される4つの孔48、48…が形成されている。更に、第3のクランプ部材40は、第1のクランプ部材36と第2のクランプ部材38との間に配置され、その片面には第1のクランプ部材36の溝42とによって一方のケーブル18Aをクランプする溝50が形成され、もう一方の片面には第2のクランプ部材38の溝46とによって他方のケーブル18Bをクランプする溝52が形成される。また、第3のクランプ部材40には、ねじ棒32、32…が挿入される4つの孔54、54…が形成されている。   As shown in FIG. 5, the first clamp member 36 has a groove 42 into which one cable 18A is fitted, and four holes 44, 44... Into which the screw rods 32, 32. Has been. In addition, the second clamp member 38 has a groove 46 into which the other cable 18B is fitted, and four holes 48, 48... Into which the screw rods 32, 32. Yes. Further, the third clamp member 40 is disposed between the first clamp member 36 and the second clamp member 38, and one cable 18 </ b> A is routed by the groove 42 of the first clamp member 36 on one side thereof. A groove 50 for clamping is formed, and a groove 52 for clamping the other cable 18B is formed by the groove 46 of the second clamp member 38 on the other surface. Further, the third clamp member 40 is formed with four holes 54, 54... Into which the screw rods 32, 32.

連結部材30によるリング状箍部材16とケーブル18との連結手順について説明する。まず、第1のクランプ部材36の孔44、44…にねじ棒32、32…を通し、第1のクランプ部材36を受部材34側に取り付ける。次に、第1のクランプ部材36の溝42に一方のケーブル18Aを嵌合させる。次いで、第3のクランプ部材40の孔54、54…にねじ棒32、32…を通し、第3のクランプ部材40を受部材34側に取り付けるとともに第3のクランプ部材40の溝50を一方のケーブル18Aに嵌合させ、この後、第3のクランプ部材40の溝52に他方のケーブル18Bを嵌合させる。   A procedure for connecting the ring-shaped flange member 16 and the cable 18 by the connecting member 30 will be described. First, the screw rods 32, 32... Are passed through the holes 44, 44... Of the first clamp member 36, and the first clamp member 36 is attached to the receiving member 34 side. Next, one cable 18 </ b> A is fitted into the groove 42 of the first clamp member 36. Next, the screw rods 32, 32... Are passed through the holes 54, 54... Of the third clamp member 40, the third clamp member 40 is attached to the receiving member 34 side, and the groove 50 of the third clamp member 40 is inserted into one of the holes. After fitting into the cable 18A, the other cable 18B is fitted into the groove 52 of the third clamp member 40.

次いで、第2のクランプ部材38の孔48、48…にねじ棒32、32…を通し、第2のクランプ部材38の溝46に他方のケーブル18Bを嵌合させる。次いで、第2のクランプ部材38から外方に突出している4本のねじ棒32、32…にワッシャ56を介してナット58を螺入し、ナット58を締め付ける。これにより、一方のケーブル18A及び他方のケーブル18Bの交差部において、リング状箍部材16が固定される。   Next, the screw rods 32, 32... Are passed through the holes 48, 48... Of the second clamp member 38, and the other cable 18B is fitted into the groove 46 of the second clamp member 38. Next, nuts 58 are screwed into the four screw rods 32, 32... Projecting outward from the second clamp member 38 through the washers 56, and the nuts 58 are tightened. Thereby, the ring-shaped eaves member 16 is fixed at the intersection of one cable 18A and the other cable 18B.

ところで、実施の形態の構造体10はドーム型に形成されているため、ケーブル18、18を鉛直方向に対し、ドーム形状に沿った傾斜角度をもって斜設する必要がある。そこで、ケーブル18、18の傾斜角度や張力を調整するため、前記連結部材30では図6の如く、受部材34と第1のクランプ部材36との間に半円形状のスペーサ60、60…を介在させている。このスペーサ60には、ねじ棒32を逃がすための溝62、62、62が形成されている。ねじ棒32、32…を上下方向から挟むようにスペーサ60、60…を所定枚数介在させることによって、第1のクランプ部材36が受部材34から離れる。これにより、ケーブル18A、18Bの実質的な連結位置が水平方向にずれるので、このケーブル連結位置を、上下に位置するリング状箍部材16、16…において適宜調節することにより、ケーブル18A、18Bの傾斜角度や張力を調整することができる。   By the way, since the structure 10 of the embodiment is formed in a dome shape, it is necessary to obliquely install the cables 18 and 18 with an inclination angle along the dome shape with respect to the vertical direction. Therefore, in order to adjust the inclination angle and tension of the cables 18, 18, the connecting member 30 has semicircular spacers 60, 60... Between the receiving member 34 and the first clamp member 36 as shown in FIG. Intervene. Grooves 62, 62, 62 for allowing the screw rod 32 to escape are formed in the spacer 60. The first clamp member 36 is separated from the receiving member 34 by interposing a predetermined number of spacers 60, 60... So as to sandwich the screw rods 32, 32. As a result, the substantial connection positions of the cables 18A and 18B are shifted in the horizontal direction. Therefore, the cable connection positions of the cables 18A and 18B can be adjusted by appropriately adjusting the cable connection positions in the ring-shaped flange members 16, 16. The tilt angle and tension can be adjusted.

また、連結部材30は図7の如く、クランプ部材36、40の溝42と溝50を突き合わせることによって形成されるケーブル嵌合筒状部の両端部64が、ケーブル18Aの配設方向に対する角度に対し余裕をもった寸法の円錐形状に形成されている。これにより、ケーブル18Aが両端部64によって傾斜角度が規制されたり、接触により磨耗したりする不具合を防止できる。クランプ部材38、40の溝46と溝52を突き合わせることによって形成されるケーブル嵌合筒状部の両端部も同様に円錐形状に形成されている。   In addition, as shown in FIG. 7, the connecting member 30 has an angle with respect to the direction in which the cable 18A is disposed, so that both ends 64 of the cable fitting tubular portion formed by abutting the groove 42 and the groove 50 of the clamp members 36 and 40 with each other. In contrast, it has a conical shape with a margin. Accordingly, it is possible to prevent the cable 18A from having a problem in which the inclination angle is regulated by the both end portions 64 or worn by contact. Both ends of the cable fitting tubular portion formed by abutting the groove 46 and the groove 52 of the clamp members 38 and 40 are also formed in a conical shape.

なお、実施の形態のケーブル18とリング状箍部材16との連結構造では図8の如く、ケーブル18A、18Bの交差位置においてケーブル18A、18Bにリング状箍部材16を連結したが、これに限定されるものではない。例えば、図9の如くケーブル18A、18Bの交差位置以外の位置にリング状箍部材16を固定してもよく、また、図10の如く縦横にケーブル18、18…を配置し、縦横のケーブル18、18…同士を連結するとともに縦方向に配設したケーブル18、18…にリング状箍部材16を連結してもよい。図8〜図10の連結構造によれば、風圧等の外力が構造体に加わっても変形し難いという形状効果を得ることができる。   In the connection structure between the cable 18 and the ring-shaped flange member 16 according to the embodiment, as shown in FIG. 8, the ring-shaped flange member 16 is connected to the cables 18A and 18B at the intersection of the cables 18A and 18B. Is not to be done. For example, the ring-shaped eaves member 16 may be fixed at a position other than the crossing position of the cables 18A and 18B as shown in FIG. 9, and the cables 18, 18... Are arranged vertically and horizontally as shown in FIG. , 18... And the ring-shaped flange member 16 may be connected to the cables 18, 18. According to the connection structure of FIGS. 8 to 10, it is possible to obtain a shape effect that hardly deforms even when an external force such as wind pressure is applied to the structure.

構造体10に支持されるガラス板12、12は、図11に示す点支持構造の支持部材70によって、その4隅部が構造体10のリング状箍部材16に一体的に支持されている。すなわち、リング状箍部材16、16…の上下方向の間隔は、ガラス板12の高さ寸法に略等しく、上下に隣接するリング状箍部材16、16の間に位置するガラス板12の上辺の隅部が、そのリング状箍部材16、16のうち上側に位置するリング状箍部材16の下面に取り付けられた支持部材70、70によって支持され、また、ガラス板12の下辺の隅部が、下側に位置するリング状箍部材16の上面に取り付けられた支持部材70、70によって支持されている。   The glass plates 12 and 12 supported by the structure 10 are integrally supported by the ring-shaped flange member 16 of the structure 10 at the four corners by the support member 70 of the point support structure shown in FIG. That is, the vertical spacing between the ring-shaped flange members 16, 16... Is substantially equal to the height dimension of the glass plate 12, and the upper side of the glass plate 12 positioned between the ring-shaped flange members 16, 16 adjacent vertically. The corner is supported by support members 70 and 70 attached to the lower surface of the ring-shaped scissors member 16 located on the upper side of the ring-shaped scissors members 16 and 16, and the corner of the lower side of the glass plate 12 is It is supported by support members 70 and 70 attached to the upper surface of the ring-shaped saddle member 16 located on the lower side.

また、実施の形態のガラス板支持構造は、水平方向に隣接するガラス板12、12…の左右の両辺部の一部が重なりをもつ(オーバーラップする)ようにガラス板12表面の前後方向に所定寸法離間して対向して配置され、その重なり合う2枚のガラス板12、12の各隅部が一つの支持部材70によって各々支持されている。   Moreover, the glass plate support structure of embodiment is the front-back direction of the glass plate 12 surface so that a part of both right-and-left side parts of the glass plates 12, 12 ... adjacent to the horizontal direction may overlap (overlap). The two glass plates 12 and 12 are arranged to face each other with a predetermined distance therebetween, and the respective corners of the two overlapping glass plates 12 and 12 are supported by one support member 70.

支持部材70は図11、図12に示すように、4本のロッド状部材72、74、76、78、及び軸受80、82等から構成される。図12において、ロッド状部材72の右端部が、リング状箍部材16に突設された軸受部84にピン86を介して上下方向に揺動自在に取り付けられている。また、ロッド状部材72の左端部には、ロッド状部材72と同軸上にねじ孔88が形成され、このねじ孔88にロッド状部材74の右端部に形成された雄ねじ部90が螺入されている。これにより、ロッド状部材74は、ロッド状部材72に対し伸縮自在に連結される。なお、軸受部84は、リング状箍部材16にピン83を介して水平方向に回動自在に突設されている。   As shown in FIGS. 11 and 12, the support member 70 includes four rod-shaped members 72, 74, 76, 78, bearings 80, 82, and the like. In FIG. 12, the right end portion of the rod-shaped member 72 is attached to a bearing portion 84 projecting from the ring-shaped flange member 16 via a pin 86 so as to be swingable in the vertical direction. Further, a screw hole 88 is formed coaxially with the rod-shaped member 72 at the left end portion of the rod-shaped member 72, and a male screw portion 90 formed at the right end portion of the rod-shaped member 74 is screwed into the screw hole 88. ing. Thereby, the rod-shaped member 74 is connected to the rod-shaped member 72 so as to be stretchable. The bearing portion 84 protrudes from the ring-shaped flange member 16 via a pin 83 so as to be rotatable in the horizontal direction.

軸受部84を水平方向に回動自在とする構成はこれに限られず、軸受部84端部に凸状部を設け、この凸状部を覆って軸受部84を回動自在に支持するカバー部材を設けてもよい。   The configuration that allows the bearing portion 84 to rotate in the horizontal direction is not limited to this, and a cover member that provides a convex portion at the end of the bearing portion 84 and covers the convex portion to rotatably support the bearing portion 84. May be provided.

ロッド状部材74の左端部には球体92が形成され、この球体92が、軸受80に回動、揺動、及び首振り自在に嵌合されている。軸受80は、室内側のガラス板12に予め形成されている孔13に固定されるとともに、孔13への取付易さを考慮して2分割に構成されている。   A sphere 92 is formed at the left end of the rod-shaped member 74, and the sphere 92 is fitted to the bearing 80 so as to be rotatable, swingable, and swingable. The bearing 80 is fixed to a hole 13 formed in advance on the glass plate 12 on the indoor side, and is divided into two parts in consideration of ease of attachment to the hole 13.

ロッド状部材74の球体92の内部には、球状の空洞部94が形成され、この空洞部94に、球体96が回動自在に嵌合されている。また、球体96にはねじ孔98が形成され、このねじ孔98に、ロッド状部材76の右端部に形成された雄ねじ部100が球体開口102を介して螺入されている。これにより、ロッド状部材76がロッド状部材74に対し伸縮自在、かつ回動、揺動、及び首振り自在に連結される。   A spherical cavity portion 94 is formed inside the spherical body 92 of the rod-shaped member 74, and the spherical body 96 is rotatably fitted in the cavity portion 94. In addition, a screw hole 98 is formed in the sphere 96, and a male screw portion 100 formed at the right end portion of the rod-shaped member 76 is screwed into the screw hole 98 through the sphere opening 102. As a result, the rod-shaped member 76 is connected to the rod-shaped member 74 so as to be freely extendable, pivotable, swingable, and swingable.

ロッド状部材76の左端部にはねじ孔104が形成され、このねじ孔104にロッド状部材78の右端部に形成された雄ねじ部106が螺入されている。これにより、ロッド状部材78は、ロッド状部材76に対し伸縮自在に連結される。また、ロッド状部材78の左端部には、球体108が形成され、この球体108は軸受82に回動、揺動、及び首振り自在に連結されている。軸受82は、室外側のガラス板12に予め形成されている孔13に固定されている。   A screw hole 104 is formed at the left end portion of the rod-shaped member 76, and a male screw portion 106 formed at the right end portion of the rod-shaped member 78 is screwed into the screw hole 104. Thereby, the rod-shaped member 78 is connected to the rod-shaped member 76 so as to be extendable and contractible. A spherical body 108 is formed at the left end of the rod-shaped member 78, and the spherical body 108 is connected to a bearing 82 so as to be rotatable, swingable, and swingable. The bearing 82 is fixed to the hole 13 formed in advance on the glass plate 12 on the outdoor side.

このように構成された支持部材70によれば、予め加工されたガラス板12の孔13に対し、室内側のガラス板12の場合では、ロッド状部材72がピン83、86の作用によって水平及び上下に揺動自在であること、及びロッド状部材74がロッド状部材72に対して伸縮自在であることによって、ロッド状部材74の球体92の位置を三次元方向に調節できるので、室内側のガラス板12の孔13が規定の位置からズレていても、すなわち、取付誤差が生じた場合でも、ロッド状部材74の球体92を孔13の軸受80に連結することができる。   According to the support member 70 configured in this manner, the rod-shaped member 72 is horizontally and vertically moved by the action of the pins 83 and 86 in the case of the indoor glass plate 12 with respect to the holes 13 of the glass plate 12 processed in advance. Since the position of the sphere 92 of the rod-shaped member 74 can be adjusted in a three-dimensional direction by being able to swing up and down and the rod-shaped member 74 being telescopic with respect to the rod-shaped member 72, Even if the hole 13 of the glass plate 12 is displaced from the specified position, that is, when an attachment error occurs, the sphere 92 of the rod-shaped member 74 can be connected to the bearing 80 of the hole 13.

また、室外側のガラス板12の場合では、ロッド状部材76が球体96の作用によって首振り自在であり、かつロッド状部材74に対して伸縮自在であること、及びロッド状部材78がロッド状部材76に対して伸縮自在であることによって、ロッド状部材78の球体108の位置を三次元方向に調節できるので、室外側のガラス板12の孔13が規定の位置からズレていても、すなわち、取付誤差が生じた場合でも、ロッド状部材78の球体108を孔13の軸受82に連結することができる。   Further, in the case of the outdoor glass plate 12, the rod-shaped member 76 is swingable by the action of the sphere 96 and can be expanded and contracted with respect to the rod-shaped member 74, and the rod-shaped member 78 is rod-shaped. Since the position of the sphere 108 of the rod-shaped member 78 can be adjusted in a three-dimensional direction by being able to expand and contract with respect to the member 76, even if the hole 13 of the glass plate 12 on the outdoor side is displaced from the specified position, that is, Even when an attachment error occurs, the sphere 108 of the rod-shaped member 78 can be connected to the bearing 82 of the hole 13.

これにより、室内側のガラス板12と室外側のガラス板12とが平行でない場合や取付誤差が生じている場合でも、双方のガラス板12、12を一つの支持部材70によって容易に接合できるので、多様なガラス配置に対応可能である。また、接合時において、取付誤差は吸収されるので局部的な応力の発生も防止でき、強度的な性能を向上させることができる。また、位置ズレが後発的に生じた場合においても、位置ズレに自在に追従しそのズレを吸収できる。更に、吸収時にロッド状部材72、74、76、78に曲げが生じないため、ロッド状部材72、74、76、78に過大な強度を持たせる必要はなく比較的細い形状とすることができる。   Thereby, even when the glass plate 12 on the indoor side and the glass plate 12 on the outdoor side are not parallel or when an attachment error occurs, both the glass plates 12 and 12 can be easily joined by the single support member 70. It is possible to cope with various glass arrangements. Further, since attachment errors are absorbed at the time of joining, the generation of local stress can be prevented, and the strength performance can be improved. Further, even when the positional deviation occurs later, the positional deviation can be freely followed and absorbed. Furthermore, since bending does not occur in the rod-shaped members 72, 74, 76, and 78 at the time of absorption, the rod-shaped members 72, 74, 76, and 78 do not need to have excessive strength and can be made relatively thin. .

なお本例では、ガラス板12の上辺の隅部及び下辺の隅部のどちらにも、同じ仕様の支持部材70を用いたが、例えば上辺の隅部を支持する支持部材については、自由度を一部制約したものを用い、ガラス板12の位置決めが容易となるようにすることもできる。   In this example, the support member 70 having the same specification is used for both the upper side corner and the lower side corner of the glass plate 12. However, for example, the support member that supports the upper side corner has a degree of freedom. It is possible to use a partly restricted one so that the glass plate 12 can be easily positioned.

一方、リング状箍部材16、16…は、図1に示すようにケーブル18、18…の他、上下方向に配設されたロッド(線材)110、110…(図11参照)を有する連結部材を介して連結されて各々が補助的に支持され変形の防止や姿勢の安定化が図られている。   On the other hand, as shown in FIG. 1, the ring-shaped scissors members 16, 16... Are connecting members having rods (wires) 110, 110. Are connected to each other through auxiliary support to prevent deformation and stabilize the posture.

本発明の実施の形態の連結部材は、ロッド110と、上下2本のロッド110、110をリング状箍部材16に開口された孔17において連結するジョイント112とから構成される。また、ロッド110は、ジョイント112によって所定の張力が付与され、この張力によって構造体10に剛性を持たせている。
The connecting member according to the embodiment of the present invention includes a rod 110 and a joint 112 that connects the two upper and lower rods 110 and 110 in the hole 17 opened in the ring-shaped flange member 16. The rod 110 is given a predetermined tension by the joint 112, and the structure 10 is given rigidity by this tension.

ジョイント112は図13、図14に示すように、球面軸受114、ロッド下部支持体118、及びロッド上部支持体124等から構成される。球面軸受114は、リング状箍部材16の孔17に取り付けられる。また、ロッド下部支持体118には、球面軸受114に支持される球体116とロッド110の下部球体部110Aが支持される球面孔117とが形成されている。これによってリング状箍部材16の孔17には、球面軸受114及び球体116、下部球体部110A及び球面孔117からなる、回転中心を略一致させた二重の球状回転体が設けられる。   As shown in FIGS. 13 and 14, the joint 112 includes a spherical bearing 114, a rod lower support 118, a rod upper support 124, and the like. The spherical bearing 114 is attached to the hole 17 of the ring-shaped flange member 16. The rod lower support 118 is formed with a sphere 116 supported by the spherical bearing 114 and a spherical hole 117 for supporting the lower sphere 110A of the rod 110. As a result, the hole 17 of the ring-shaped saddle member 16 is provided with a double spherical rotating body having a rotational center substantially coincided with the spherical bearing 114 and the spherical body 116, the lower spherical body portion 110 </ b> A and the spherical hole 117.

更に、ロッド上部支持体124は、ロッド下部支持体118の雌ねじ部120に螺入される雄ねじ部122とロッド110の上部係合部110Bが係合される貫通孔123とが形成されている。かかる構成により、ロッド110の上部が、球面軸受114と球体116とからなる一方の球状回転体に支持され、ロッド110の下部が球面孔117と下部球体部110Aとからなる、他方の球状回転体に支持される。   Furthermore, the rod upper support 124 is formed with a male screw portion 122 that is screwed into the female screw portion 120 of the rod lower support 118 and a through hole 123 that is engaged with the upper engagement portion 110B of the rod 110. With this configuration, the upper part of the rod 110 is supported by one spherical rotating body composed of the spherical bearing 114 and the spherical body 116, and the lower part of the rod 110 is composed of the spherical hole 117 and the lower spherical body part 110A. Supported by

球面軸受114は、孔17に対する取り付け易さを考慮して上軸受126及び下軸受128から構成される。また、上軸受126及び下軸受128は、孔17に装着された上軸受126に、ロッド下部支持体118の球体116を押し付けた後、上軸受126に形成された雌ねじ部127に、下軸受128に形成された雄ねじ部129を螺合させることにより、孔17に取り付けられる。また、このときに球体116が上軸受126と下軸受128とに挟持されるので、ロッド下部支持体118は球面軸受114に首振り自在に支持され、そして、ロッド下部支持体118の球面孔117に対し、ロッド110の下部球体部110Aが首振り自在に支持される(二重の球状回転体の作用)。したがって、ロッド下部支持体118と下部球体部110Aとは、互いに独立して、回動可能である。   The spherical bearing 114 includes an upper bearing 126 and a lower bearing 128 in consideration of ease of attachment to the hole 17. Further, the upper bearing 126 and the lower bearing 128 are formed by pressing the spherical body 116 of the rod lower support 118 against the upper bearing 126 mounted in the hole 17, and then lowering the lower bearing 128 against the female thread portion 127 formed on the upper bearing 126. The male threaded portion 129 formed in is attached to the hole 17 by screwing. At this time, since the spherical body 116 is sandwiched between the upper bearing 126 and the lower bearing 128, the rod lower support 118 is swingably supported by the spherical bearing 114, and the spherical hole 117 of the rod lower support 118 is provided. On the other hand, the lower sphere portion 110A of the rod 110 is supported so as to freely swing (the action of a double spherical rotating body). Therefore, the rod lower support body 118 and the lower sphere part 110A are rotatable independently of each other.

また、このロッド下部支持体118の雌ねじ部120に、図14の如くロッド上部支持体124の雄ねじ部122が螺入される。これにより、ロッド110、110がリング状箍部材16に取り付けられたジョイント112を介して連結され、雌ねじ部120に対する雄ねじ122の螺入量を調節することにより、ロッド110、110に与えられる張力を調節することができる。なお、ロッド下部支持体118へのロッド110の取り付けは、例えば、上部係合部110Bが形成されていないロッド110をロッド下部支持体118の下方から球面孔117に挿通した後、ロッド上部支持体124の貫通孔123に挿通し、その後に上部係合部110Bを形成すればよい。また、上部係合部110Bを形成することに代えて、貫通孔123にロッド110を挿通した後に、ボルトによりロッド110上部とロッド上部支持体124とを固定してもよい。同様に、ロッド110をロッド下部支持体118に挿通した後に、下部球体部110Aを設けてもよい。   Further, the male threaded portion 122 of the rod upper support 124 is screwed into the female threaded portion 120 of the rod lower support 118 as shown in FIG. Thereby, the rods 110 and 110 are connected via the joint 112 attached to the ring-shaped flange member 16, and the tension applied to the rods 110 and 110 is adjusted by adjusting the screwing amount of the male screw 122 into the female screw part 120. Can be adjusted. The rod 110 is attached to the rod lower support 118 by, for example, inserting the rod 110 in which the upper engagement portion 110B is not formed from below the rod lower support 118 into the spherical hole 117, and then the rod upper support. What is necessary is just to insert in the through-hole 123 of 124, and to form the upper engaging part 110B after that. Further, instead of forming the upper engaging portion 110B, the rod 110 upper portion and the rod upper support 124 may be fixed by bolts after the rod 110 is inserted into the through hole 123. Similarly, the lower sphere portion 110A may be provided after the rod 110 is inserted into the rod lower support 118.

このように構成されたリング状箍部材16の連結部材によれば、上下に配設されるロッド110、110を一直線に配設できない場合や、リング状箍部材16の取付誤差等に起因して、上下に位置するリング状箍部材16、16の各孔17、17の位置がズレた場合にも、そのズレは二重の球状回転体の追従動作によって吸収されるので、上下に位置するリング状箍部材16、16を問題なく連結できる。   According to the connecting member of the ring-shaped scissors member 16 configured as described above, the rods 110, 110 disposed on the top and bottom cannot be disposed in a straight line, or due to an attachment error of the ring-shaped scissors member 16 or the like. Even when the positions of the holes 17 and 17 of the ring-shaped scissors members 16 and 16 positioned above and below are displaced, the displacement is absorbed by the follow-up action of the double spherical rotating body. The ridge members 16, 16 can be connected without any problem.

また、二重の球状回転体の追従動作によって、ロッド110をドーム形状に沿った傾斜角度に容易に斜設することができる。また、二重の球状回転体により、リング状箍部材16はその連結位置において回転方向に拘束されないので、局部的な応力の発生を防ぎ、リング状箍部材16の強度的な性能が向上する。同様に、ロッド110に曲げが生じないため、ロッド110を比較的細い形状とすることもできる。更に、リング状箍部材16に変位が後発的に生じても、二重の球状回転体の追従動作によって、その変位を吸収できる。   Further, the rod 110 can be easily inclined at an inclination angle along the dome shape by the follow-up operation of the double spherical rotating body. Moreover, since the ring-shaped flange member 16 is not restrained in the rotational direction at the connecting position by the double spherical rotating body, the generation of local stress is prevented, and the strength performance of the ring-shaped flange member 16 is improved. Similarly, since bending does not occur in the rod 110, the rod 110 can be formed in a relatively thin shape. Furthermore, even if the displacement occurs in the ring-shaped saddle member 16 later, the displacement can be absorbed by the following operation of the double spherical rotating body.

実施の形態では、構造部材としてリング状箍部材16を例示したが、これに限定されるものではなく、構造物を構成する梁部材同士の連結においても、実施の形態の連結部材を使用することができる。   In the embodiment, the ring-shaped eaves member 16 is exemplified as the structural member. However, the present invention is not limited to this, and the connection member of the embodiment is also used in the connection of the beam members constituting the structure. Can do.

ドーム型構造体の縦断面図Longitudinal section of a dome-shaped structure 図1に示したドーム型構造体の内観図Inside view of the dome-shaped structure shown in FIG. 図1に示したドーム型構造体の骨組を模式的に示した斜視図The perspective view which showed typically the framework of the dome shape structure shown in FIG. ケーブルにリング状箍部材を連結する連結部材の正面図Front view of a connecting member for connecting a ring-shaped saddle member to a cable 図4に示した連結部材を5−5から見た矢視図The arrow view which looked at the connection member shown in FIG. 4 from 5-5 図4に示した連結部材の組立斜視図FIG. 4 is an assembled perspective view of the connecting member shown in FIG. 図4に示した連結部材のクランプ部材端部を示した要部拡大図The principal part enlarged view which showed the clamp member edge part of the connection member shown in FIG. ケーブルに対するリング状箍部材の第1連結例を示した模式図The schematic diagram which showed the 1st connection example of the ring-shaped collar member with respect to a cable ケーブルに対するリング状箍部材の第2連結例を示した模式図The schematic diagram which showed the 2nd connection example of the ring-shaped collar member with respect to a cable ケーブルに対するリング状箍部材の第3連結例を示した模式図The schematic diagram which showed the 3rd connection example of the ring-shaped collar member with respect to a cable ガラス板をリング状箍部材に支持させる支持部材の斜視図A perspective view of a support member for supporting a glass plate on a ring-shaped saddle member 図11に示した支持部材の断面図Sectional drawing of the supporting member shown in FIG. 上下に位置するリング状箍部材の支持用ロッドの組立断面図Cross-sectional view of assembly of support rods for ring-shaped saddle members positioned above and below 図13に示したロッドの組立断面図Cross-sectional view of the rod shown in FIG.

符号の説明Explanation of symbols

10…構造体、12…ガラス板、13、17、44、48、54…孔、14…ドーム型建築物、16…リング状箍部材、18、18A、18B…ケーブル、20…ネット部材、22…支柱、24…構造体基礎部、30…連結部材、32…ねじ棒、34…受部材、36…第1のクランプ部材、38…第2のクランプ部材、40…第3のクランプ部材、42、46、50、52、62…溝、56…ワッシャ、58…ナット、60…スペーサ、64…両端部、70…支持部材、72、74、76、78…ロッド状部材、80、82…軸受、83、86…ピン、84…軸受部、88、98、104…ねじ孔、90、100、106、120、122、127、129…雄ねじ部、92、96、108、116…球体、94…空洞部、102…球体開口、110…ロッド、110A…下部球体部、110B…上部係合部、112…ジョイント、114…球面軸受、117…球面孔、118…ロッド下部支持体、123…貫通孔、124…ロッド上部支持体、126…上軸受、128…下軸受   DESCRIPTION OF SYMBOLS 10 ... Structure, 12 ... Glass plate, 13, 17, 44, 48, 54 ... Hole, 14 ... Dome-type building, 16 ... Ring-shaped eaves member, 18, 18A, 18B ... Cable, 20 ... Net member, 22 DESCRIPTION OF SYMBOLS ... Column, 24 ... Structure base, 30 ... Connecting member, 32 ... Screw rod, 34 ... Receiving member, 36 ... First clamp member, 38 ... Second clamp member, 40 ... Third clamp member, 42 , 46, 50, 52, 62 ... groove, 56 ... washer, 58 ... nut, 60 ... spacer, 64 ... both ends, 70 ... support member, 72, 74, 76, 78 ... rod-like member, 80, 82 ... bearing , 83, 86 ... Pin, 84 ... Bearing part, 88, 98, 104 ... Screw hole, 90, 100, 106, 120, 122, 127, 129 ... Male thread part, 92, 96, 108, 116 ... Sphere, 94 ... Cavity 102, sphere opening DESCRIPTION OF SYMBOLS 110 ... Rod, 110A ... Lower sphere part, 110B ... Upper engaging part, 112 ... Joint, 114 ... Spherical bearing, 117 ... Spherical hole, 118 ... Rod lower support, 123 ... Through-hole, 124 ... Rod upper support, 126 ... upper bearing, 128 ... lower bearing

Claims (3)

構造物に所定の間隔をもって配設された構造部材であって、隣接する構造部材同士を連結する構造部材の連結部材において、
前記構造部材に形成された孔に球面軸受が取り付けられるとともに、前記球面軸受に支持される球体と、前記球体の中に球体部が支持される球面孔とが形成されることにより、前記球面軸受及び前記球体、前記球体部及び前記球面孔からなる回転中心を略一致させた二重の球状回転体が前記構造部材の前記孔に設けられ、
隣接する一方側の構造部材に設けられた前記球体と、他方側の構造部材に設けられた前記球体部とが線材によって連結されてなることを特徴とする構造部材の連結部材。
A structural member arranged at a predetermined interval in a structure, wherein the structural members connecting adjacent structural members are
A spherical bearing is attached to the hole formed in the structural member, and a spherical body supported by the spherical bearing, and a spherical hole in which the spherical body portion is supported in the spherical body, thereby forming the spherical bearing. And a double spherical rotator having substantially the same rotational center composed of the sphere, the sphere, and the spherical hole is provided in the hole of the structural member ,
A connecting member for a structural member, characterized in that the spherical body provided on the adjacent structural member on one side and the spherical body portion provided on the structural member on the other side are connected by a wire.
前記構造部材は、箍部材又は梁部材等の構造体を構成する構造部材であることを特徴とする請求項1に記載の構造部材の連結部材。   2. The structural member connection member according to claim 1, wherein the structural member is a structural member constituting a structural body such as a flange member or a beam member. 前記線材と前記球体とは、ねじ連結されていることを特徴とする請求項1又は2に記載の構造部材の連結部材。 The connecting member for a structural member according to claim 1, wherein the wire and the sphere are screw-connected.
JP2004135255A 2004-04-30 2004-04-30 Connecting member for structural members Expired - Fee Related JP4649685B2 (en)

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