JPH10317509A - Bolt joining structure in steel structure - Google Patents
Bolt joining structure in steel structureInfo
- Publication number
- JPH10317509A JPH10317509A JP14578197A JP14578197A JPH10317509A JP H10317509 A JPH10317509 A JP H10317509A JP 14578197 A JP14578197 A JP 14578197A JP 14578197 A JP14578197 A JP 14578197A JP H10317509 A JPH10317509 A JP H10317509A
- Authority
- JP
- Japan
- Prior art keywords
- members
- joined
- tapered
- parallel
- center line
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Abstract
Description
【０００１】[0001]
【発明が属する技術分野】 本発明は、鋼構造物におけ
る部材間の接合構造に関するものであり、より詳しく
は、高力ボルト摩擦接合継手に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure between members in a steel structure, and more particularly, to a high strength bolt friction joint.
【０００２】[0002]
【従来の技術】一般に、鋼構造物における部材の作業現
場における接合では、熱影響がなくて、熟練を必要とせ
ず、確実で作業能率が良いなどの理由から、図１０に示
したように平板からなる被接合部材２２，２３と添接板
２４，２５とを高力ボルト２６により締め付け、被接合
部材２２，２３と添接板２４，２５の界面の摩擦によっ
て力を伝達する高力ボルト摩擦接合継手が多用されてい
る。この継手では、被接合部材２２，２３と添接板２
４，２５との間にすべりが生じると、鋼構造物の変形が
大きくなるため、設計上はすべりを生じないようにする
必要がある。しかしながら、平板を用いて接合すると、
ボルト１本あたりの摩擦抵抗力は部材の強度に依存せ
ず、一定値であるから、大型の部材、つまりは板厚の厚
い部材を接合する場合には、必要となるボルト本数が多
大となり、施工作業量が膨大となることや、すべり強度
が低下するため、事実上接合が困難になる。2. Description of the Related Art In general, when joining members of a steel structure at a work site, a flat plate is used as shown in FIG. High-strength bolt friction for transmitting the force by friction at the interface between the joined members 22, 23 and the attachment plates 24, 25 by tightening the joined members 22, 23 and the attachment plates 24, 25 with high-strength bolts 26 Joint joints are frequently used. In this joint, the members to be joined 22, 23 and the contact plate 2
If a slip occurs between the steel structure 4 and the steel structure 25, the deformation of the steel structure becomes large. Therefore, it is necessary to prevent the slip from occurring in the design. However, when joining using a flat plate,
Since the frictional resistance force per bolt does not depend on the strength of the member and is a constant value, when joining a large member, that is, a member having a large plate thickness, the number of bolts required becomes large, Since the amount of construction work is enormous and the slip strength is reduced, the joining becomes practically difficult.
【０００３】[0003]
【発明が解決しようとする課題】 したがって本発明の
目的は、工事現場における施工作業が従来と同等程度で
あるにもかかわらず、すべり強度において優れた鋼構造
物のボルト接合構造を提供することにある。SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a bolted structure for a steel structure which is excellent in sliding strength despite the fact that the construction work at the construction site is comparable to the conventional construction work. is there.
【０００４】[0004]
【課題を解決するための手段】 以下、添付図面中の参
照符号を用いて説明すると、本発明の特徴は、鋼構造物
１における２つの被接合部材２，３の端部の両側に２枚
の添接板４，５を添接させて行なうボルト接合構造にお
いて、接合部材２，３の端部の両外面と各添接板４，５
にテーパー面を設けたことである。すなわち、本発明の
ボルト接合構造では、各被接合部材２，３の端部の両側
の外面に、被接合部材２，３の厚さ中心線Ｌ1 に対して
傾斜して厚さ中心線Ｌ1 との間の距離が突き合わせ端面
２ｂ，３ｂに向かう程増大するテーパー面２ａ，３ａを
長手方向に設け、テーパー面２ａ，３ａを貫通するボル
ト孔６，７を被接合部材２，３に設ける。各添接板４，
５には、添接板４，５の厚さ中心線Ｌ2 に対して傾斜し
て厚さ中心線Ｌ2 との間の距離が端面４ｂ，５ｂに向か
う程増大するテーパー面４ａ，５ａを長手方向に設け、
該テーパー面４ａ，５ａを貫通するボルト孔８，９を添
接板４，５に設ける。そして、添接板４，５のテーパー
面４ａ，５ａを被接合部材２，３のテーパー面２ａ，３
ａに添接させ、ボルト孔６，７，８，９を通る複数の高
力ボルト１０によって締め付け固定する。Means for Solving the Problems Hereinafter, the present invention will be described using reference numerals in the attached drawings. The feature of the present invention is that two steel sheets are provided on both sides of ends of two members to be joined 2 and 3 in a steel structure 1. In the bolt joining structure performed by bringing the contact plates 4 and 5 into contact with each other, both outer surfaces of the ends of the joining members 2 and 3 and the contact plates 4 and 5
Is provided with a tapered surface. In other words, in the bolt joint structure of the present invention, on both sides of the outer surface of the end portion of the workpieces 2 and 3, the inclined with a thickness of the center line L with respect to the thickness center line L 1 of the workpieces 2 and 3 In the longitudinal direction, tapered surfaces 2a, 3a are provided in the longitudinal direction, the distance of which increases toward the butt end surfaces 2b, 3b, and bolt holes 6, 7 penetrating the tapered surfaces 2a, 3a are provided in the members 2, 3 to be joined. . Each attachment plate 4,
The 5, tapered surface 4a of the distance between the thickness center line L thickness center line L 2 is inclined relative to the second spliced plates 4 and 5 is increased as toward the end face 4b, the 5b, the 5a Provided in the longitudinal direction,
Bolt holes 8, 9 penetrating the tapered surfaces 4a, 5a are provided in the attachment plates 4, 5. Then, the tapered surfaces 4a, 5a of the attachment plates 4, 5 are connected to the tapered surfaces 2a, 3 of the members 2, 3 to be joined.
a, and fastened and fixed by a plurality of high-strength bolts 10 passing through the bolt holes 6, 7, 8, 9.
【０００５】本発明の別の態様では、被接合部材２，３
と添接板４，５のテーパー面は片側にのみ設けられる。
すなわち、被接合部材２，３の端部の一方の外面に、被
接合部材２，３の厚さ中心線Ｌ1 に対して傾斜して厚さ
中心線Ｌ1 との間の距離が突き合わせ端面２ｂ，３ｂに
向かう程増大するテーパー面２ａ，３ａを長手方向に形
成し、該端部の他方の外面には、厚さ中心線Ｌ1 に対し
て平行である平行面２ｃ，３ｃを長手方向に設け、該テ
ーパー面２ａ，３ａ又は平行面２ｃ，３ｃを貫通するボ
ルト孔６，７を被接合部材２，３に設ける。添接板４，
５の一方には、添接板４，５の厚さ中心線Ｌ2 に対して
傾斜して厚さ中心線Ｌ2 との間の距離が端面４ｂ，５ｂ
に向かう程増大するテーパー面４ａ，５ａを長手方向に
設け、添接板４，５の他方には、厚さ中心線Ｌ2 に対し
て平行な平行面４ｃ，５ｃを長手方向に設け、該テーパ
ー面４ａ，５ａ又は平行面４ｃ，５ｃを貫通するボルト
孔８，９を添接板４，５に設ける。そして、添接板４，
５のテーパー面４ａ，５ａ又は平行面４ｃ，５ｃを被接
合部材２，３のテーパー面２ａ，３ａ又は平行面２ｃ，
３ｃにそれぞれ添接させ、ボルト孔６，７，８，９を通
る複数の高力ボルト１０によって締め付け固定する。In another embodiment of the present invention, the members to be joined 2, 3
The tapered surfaces of the contact plates 4 and 5 are provided only on one side.
That is, one of the outer surface of the end portion of the workpieces 2 and 3, the butted end faces distance between the inclined with respect to the thickness center line L 1 thickness center line L 1 of the workpieces 2 and 3 2b, a tapered surface 2a which increases as toward 3b, to form a 3a in the longitudinal direction, on the other outer surface of the end portion, parallel surfaces 2c is parallel to the thickness center line L 1, 3c in the longitudinal direction And bolt holes 6, 7 penetrating through the tapered surfaces 2a, 3a or the parallel surfaces 2c, 3c are provided in the members to be joined 2, 3. Attached plate 4,
5 While the the distance the end face 4b between the thickness center line L 2 is inclined with respect to the thickness center line L 2 of the spliced plates 4, 5, 5b
The tapered surface 4a, 5a be increased as toward the provided longitudinally on the other spliced plates 4 and 5, provided parallel surface 4c parallel to the thickness center line L 2, and 5c in the longitudinal direction, the Bolt holes (8, 9) penetrating the tapered surfaces (4a, 5a) or the parallel surfaces (4c, 5c) are provided in the attachment plates (4, 5). And the attachment plate 4,
5, the tapered surfaces 4a, 5a or the parallel surfaces 4c, 5c are connected to the tapered surfaces 2a, 3a or the parallel surfaces 2c,
3c, and are fastened and fixed by a plurality of high-strength bolts 10 passing through the bolt holes 6, 7, 8, 9.
【０００６】このボルト接合構造では、被接合部材２，
３の端部のテーパー面２ａ，３ａと添接板４，５のテー
パー面４ａ，５ａを相互に噛み合わせることによって、
被接合部材２，３の軸方向の引張力に対して、すべりを
抑制することができる。また、引張力によって被接合部
材２，３と添接板４，５にずれが生じると、ボルト位置
での板厚が相対的に厚くなり、ボルト軸力が増す。高力
ボルト摩擦接合のすべり強度はボルト軸力に比例するこ
とから、本発明のテーパー面を介する接合構造によれ
ば、従来の平板を用いた継手構造と比べて高いすべり強
度を得ることができる。In this bolt joining structure, the members to be joined 2,
3 and the tapered surfaces 4a, 5a of the attachment plates 4, 5 are engaged with each other.
Slip can be suppressed with respect to the tensile force in the axial direction of the members to be joined 2 and 3. Further, when the members to be joined 2, 3 and the attachment plates 4, 5 are displaced by the tensile force, the plate thickness at the bolt position becomes relatively thick, and the axial force of the bolt increases. Since the slip strength of the high-strength bolt friction welding is proportional to the bolt axial force, according to the joining structure of the present invention via the tapered surface, a higher sliding strength can be obtained as compared with the joint structure using a conventional flat plate. .
【０００７】本発明において高力ボルトとは、ＪＩＳ
Ｂ１１８６ 摩擦接合用高力六角ボルト・六角ナット・
平座金のセットに規定されるＦ８ＴおよびＦ１０Ｔ、ま
たは日本道路協会規格 摩擦接合用トルシア形高力ボル
ト・六角ナット・平座金のセット（１９８３）に規定さ
れるＳ１０Ｔをいう。In the present invention, a high-strength bolt is defined by JIS
B1186 High Strength Hex Bolt / Hex Nut for Friction Joining
F8T and F10T specified in the set of flat washers, or S10T specified in the set of torcia-type high-strength bolts, hexagon nuts, and flat washers for friction welding for the Japan Road Association standard (1983).
【０００８】[0008]
【発明の実施の形態】 図１から図４に示した実施例で
は、鋼板よりなる被接合部材２，３の端部の両外面にテ
ーパー面２ａ，３ａが設けられ、当該端部以外すなわち
被接合部材２，３の主体部分の両外面は平行面２ｄ，３
ｄに形成されている。また、鋼板よりなる両添接板４，
５には、被接合部材２，３に当接する側にテーパー面４
ａ，５ａが２個ずつ互いに逆傾斜に設けられている。こ
れら鋼板としては、鋼材圧延時にテ−パ−をつけたテ−
パ−鋼板を使用することができる。また、切削によりテ
ーパー面を形成加工することもできる。その寸法精度
は、被接合部材２，３の厚さにもよるが、被接合部材
２，３と添接板４，５の接触面に肌隙きができない程度
である。なお、テ−パ−の傾斜度合、ならびに高力ボル
ト１０の本数は被接合部材２，３の寸法、強度により異
なる。被接合部材２，３のテーパー面２ａ，３ａは、厚
さ中心線Ｌ1 に関して対称に２個ずつ設けられている。
添接板４，５のテーパー面４ａ，５ａは、添接板４，５
の長手方向中心部に関して対称に２個ずつ設けられてい
る。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In the embodiment shown in FIGS. 1 to 4, tapered surfaces 2a and 3a are provided on both outer surfaces of ends of members to be joined 2 and 3 made of a steel plate. Both outer surfaces of the main portions of the joining members 2 and 3 are parallel surfaces 2d and 3
d. In addition, both attachment plates 4 made of steel plate
5 has a tapered surface 4 on the side that contacts the members 2 and 3 to be joined.
a and 5a are provided two by two in a direction opposite to each other. These steel sheets are taped with tape during steel rolling.
Par steel may be used. Further, a tapered surface can be formed by cutting. Although the dimensional accuracy depends on the thickness of the members to be joined 2 and 3, the contact surface between the members to be joined 2 and 3 and the abutment plates 4 and 5 is such that there is no gap between the surfaces. The degree of taper inclination and the number of high-strength bolts 10 differ depending on the dimensions and strength of the members 2 and 3 to be joined. Tapered surface 2a of the workpieces 2,3, 3a are provided two by two symmetrical with respect to the thickness center line L 1.
The tapered surfaces 4a, 5a of the attachment plates 4, 5
Are provided symmetrically with respect to the center in the longitudinal direction.
【０００９】本実施例では、まず最初に被接合部材２，
３の端部同士を突き合わせ、添接板４，５を被接合部材
２，３の端部に外側から挟み込むように被せる。被接合
部材２，３のボルト孔６，７と添接板４，５のボルト孔
８，９に高力ボルト１０を挿通し、高力ボルト１０の先
端部に平座金１１とナット１２を嵌め、高力ボルト１０
に所定の軸力が導入されるまでナット１２の締め付けを
行ない固定する。これにより、軸方向に引張荷重が載荷
されて被接合部材２，３と添接板４，５の界面の摩擦力
が限界に達し、すべろうとした場合にも、互いに逆向き
の被接合部材２，３のテーパー面２ａ，３ａと添接板
４，５のテーパー面４ａ，５ａとの噛み合わせにより、
界面のすべりが抑制される。また、両者の間にずれが生
じた場合にも、相対的に板厚が増してボルト軸力が増す
ため、すべり強度を高くすることが可能である。In this embodiment, first, the members to be joined 2 and
The ends of the members 3 are butted against each other, and the attachment plates 4 and 5 are put on the ends of the members 2 and 3 so as to be sandwiched from the outside. The high-strength bolt 10 is inserted through the bolt holes 6 and 7 of the members to be joined 2 and 3 and the bolt holes 8 and 9 of the attachment plates 4 and 5, and a flat washer 11 and a nut 12 are fitted to the tip of the high-strength bolt 10. , High strength bolt 10
The nut 12 is tightened and fixed until a predetermined axial force is introduced. As a result, when the tensile load is applied in the axial direction and the frictional force at the interface between the members to be joined 2 and 3 and the attachment plates 4 and 5 reaches the limit, and the sliding is attempted, the members to be joined 2 , 3 are engaged with the tapered surfaces 4a, 5a of the attachment plates 4, 5,
Slip at the interface is suppressed. Further, even when a displacement occurs between the two, the plate thickness is relatively increased and the axial force of the bolt is increased, so that the slip strength can be increased.
【００１０】図５と図６に示した別の実施例では、鋼板
よりなる被接合部材２，３の端部外面の一方のみにテー
パー面２ａ，３ａが設けられ、端部外面の他方は平行面
２ｃ，３ｃに形成されている。当該端部以外すなわち被
接合部材２，３の主体部分の両外面は平行面２ｄ，３ｄ
に形成され、主体部分の片側の平行面２ｄ，３ｄは端部
の前記平行面２ｃ，３ｃと同一平面に形成されている。
また、鋼板よりなる添接板４，５は、一方の添接版４の
みに２個のテーパー面４ａが互いに逆傾斜に設けられ、
他方の添接板５には、平行面５ｃが２個形成されてい
る。それ以外の構成は上記実施例とほぼ同様であり、す
べりの抑制とすべり強度の増大がなされる。In another embodiment shown in FIGS. 5 and 6, tapered surfaces 2a and 3a are provided on only one of the outer surfaces of the ends of the members 2 and 3 made of a steel plate, and the other of the outer surfaces of the ends is parallel. It is formed on the surfaces 2c and 3c. Both outer surfaces other than the end, that is, the main portions of the joined members 2 and 3 are parallel surfaces 2d and 3d.
The parallel surfaces 2d and 3d on one side of the main body are formed on the same plane as the parallel surfaces 2c and 3c at the ends.
In addition, in the contact plates 4 and 5 made of a steel plate, only one of the contact plates 4 is provided with two tapered surfaces 4a that are oppositely inclined to each other,
On the other attachment plate 5, two parallel surfaces 5c are formed. Other configurations are almost the same as those of the above embodiment, and the slip is suppressed and the slip strength is increased.
【００１１】図７と図８に示した他の実施例では、鋼板
よりなる被接合部材２，３の端部外面には、互いに反対
側の片面のみにテーパー面２ａ，３ａが設けられ、端部
外面の他面は平行面２ｃ，３ｃに形成されている。ま
た、鋼板よりなる添接板４，５は、テーパー面４ａと平
行面５ｃが１個ずつ設けられている。それ以外の構成は
前記実施例とほぼ同様であり、すべりの抑制とすべり強
度の増大がなされる。In another embodiment shown in FIGS. 7 and 8, tapered surfaces 2a and 3a are provided only on one side opposite to each other on the outer surfaces of the ends of the members to be joined 2 and 3 made of a steel plate. The other surface of the outer surface is formed as parallel surfaces 2c and 3c. The contact plates 4 and 5 made of a steel plate are each provided with one tapered surface 4a and one parallel surface 5c. Other configurations are almost the same as those of the above-described embodiment, and the slip is suppressed and the slip strength is increased.
【００１２】図９に示した更に別の実施例では、鋼板よ
りなる被接合部材２，３の端部の両外面の最先端側部分
にテーパー面２ａ，３ａが設けられ、最先端側部分に引
き続いた基部側部分の両外面が平行面２ｃ，３ｃに形成
されている。当該端部以外すなわち被接合部材２，３の
主体部分の両外面は平行面２ｄ，３ｄに形成され、主体
部分の両側の平行面２ｄ，３ｄは前記基部側部分の両側
の平行面２ｃ，３ｃと同一平面に形成されている。ま
た、鋼板よりなる両添接板４，５には、被接合部材２，
３に当接する側の中央部分にテーパー面４ａ，５ａが２
個ずつ互いに逆傾斜に設けられ、該中央部分に引き続い
た添接板４，５の両端部には平行面４ｃ，５ｃが２個ず
つ形成されている。被接合部材２，３の端部には、テー
パー面２ａ，３ａ及び平行面２ｃ，３ｃを貫通するボル
ト孔６，７が設けられ、添接板４，５にテーパー面４
ａ，５ａ及び平行面４ｃ，５ｃを貫通するボルト孔８，
９が設けられる。添接板４，５のテーパー面４ａ，５ａ
を被接合部材２，３のテーパー面２ａ，３ａに添接さ
せ、添接板４，５の平行面４ｃ，５ｃを被接合部材２，
３の平行面２ｃ，３ｃに添接させ、ボルト孔６，７，
８，９を通る複数の高力ボルト１０によって締め付け固
定する。それ以外の構成は前記実施例とほぼ同様であ
り、すべりの抑制とすべり強度の増大が達成される。In still another embodiment shown in FIG. 9, tapered surfaces 2a and 3a are provided at the outermost end portions of both outer surfaces of the ends of the members to be joined 2 and 3 made of a steel plate. Both outer surfaces of the succeeding base portion are formed on the parallel surfaces 2c and 3c. Except for the end portion, that is, both outer surfaces of the main portions of the joined members 2 and 3 are formed as parallel surfaces 2d and 3d, and the parallel surfaces 2d and 3d on both sides of the main portion are parallel surfaces 2c and 3c on both sides of the base side portion. And are formed on the same plane. Further, the members to be joined 2, 2
The tapered surfaces 4a and 5a
Two parallel surfaces 4c and 5c are formed at both ends of the attachment plates 4 and 5 that are provided at an opposite inclination to each other and continue to the central portion. Bolt holes 6, 7 penetrating through the tapered surfaces 2 a, 3 a and the parallel surfaces 2 c, 3 c are provided at the ends of the members 2, 3 to be joined.
a, 5a and bolt holes 8, passing through the parallel surfaces 4c, 5c,
9 are provided. Tapered surfaces 4a, 5a of attachment plates 4, 5
Are attached to the tapered surfaces 2a, 3a of the joined members 2, 3, and the parallel surfaces 4c, 5c of the attachment plates 4, 5 are joined to the joined members 2, 3.
3 and the bolt holes 6, 7,.
It is fastened and fixed by a plurality of high-strength bolts 10 passing through 8 and 9. Other configurations are almost the same as those of the above embodiment, and the suppression of slip and the increase of slip strength are achieved.
【００１３】[0013]
【発明の効果】 以上のように本発明では、２つの被接
合部材２，３の端部外面の一方又は双方にテーパー面２
ａ，３ａを長手方向に設け、２枚の添接板４，５の一方
又は双方にテーパー面４ａ，５ａを設け、テーパー面２
ａ，３ａとテーパー面４ａ，５ａを接触させることによ
って高力ボルト１０で締め付け固定するため、単なる平
板を用いた従来の接合構造よりも高いすべり強度が得ら
れる。このすべり強度の増大によって、所要摩擦力を確
保するためのボルト本数を削減できるので、従来と比べ
てコンパクトな継手構造を提供でき、また、施工作業量
は従来と同程度であるか低減できるので、鋼構造物のボ
ルト接合による組立作業を能率良く進めることができ
る。As described above, according to the present invention, the tapered surface 2 is formed on one or both of the outer surfaces of the ends of the two members 2 and 3 to be joined.
a and 3a are provided in the longitudinal direction, and one or both of the two contact plates 4 and 5 are provided with tapered surfaces 4a and 5a.
By contacting the tapered surfaces 4a and 5a with the tapered surfaces a and 3a and fixing them with the high-strength bolt 10, a higher sliding strength can be obtained as compared with the conventional joint structure using a simple flat plate. By increasing the slip strength, the number of bolts to secure the required frictional force can be reduced, so that a more compact joint structure can be provided as compared with the conventional one, and the amount of construction work can be reduced to about the same level as before. Further, the assembling work of the steel structure by the bolt connection can be efficiently advanced.
【図１】 本発明の一実施例に係るボルト接合構造を示
す斜視図である。FIG. 1 is a perspective view showing a bolt joint structure according to an embodiment of the present invention.
【図２】 図１のボルト接合構造の右側面図である。FIG. 2 is a right side view of the bolt joint structure of FIG. 1;
【図３】 図２のＡ−Ａ線断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;
【図４】 図１のボルト接合構造の分解状態の右側面図
である。FIG. 4 is a right side view of the disassembled state of the bolt joint structure of FIG. 1;
【図５】 本発明の別の実施例に係るボルト接合構造の
右側面図である。FIG. 5 is a right side view of a bolt joint structure according to another embodiment of the present invention.
【図６】 図５のＢ−Ｂ線断面図である。FIG. 6 is a sectional view taken along line BB of FIG. 5;
【図７】 本発明の他の実施例に係るボルト接合構造の
右側面図である。FIG. 7 is a right side view of a bolt joint structure according to another embodiment of the present invention.
【図８】 図７のＣ−Ｃ線断面図である。FIG. 8 is a sectional view taken along line CC of FIG. 7;
【図９】 本発明の更に別の実施例に係るボルト接合構
造の右側面図である。FIG. 9 is a right side view of a bolt joint structure according to still another embodiment of the present invention.
【図１０】 従来の鋼構造物におけるボルト接合構造を
示す斜視図である。FIG. 10 is a perspective view showing a bolt joint structure in a conventional steel structure.
１ 鋼構造物 ２ 被接合部材 ２ａ 被接合部材のテーパー面 ２ｂ 被接合部材の突き合わせ端面 ２ｃ 被接合部材の平行面 ３ 被接合部材 ３ａ 被接合部材のテーパー面 ３ｂ 被接合部材の突き合わせ端面 ３ｃ 被接合部材の平行面 ４ 添接板 ４ａ 添接板のテーパー面 ４ｂ 添接板の端面 ４ｃ 添接板の平行面 ５ 添接板 ５ａ 添接板のテーパー面 ５ｂ 添接板の端面 ５ｃ 添接板の平行面 ６ 被接合部材のボルト孔 ７ 被接合部材のボルト孔 ８ 添接板のボルト孔 ９ 添接板のボルト孔 １０ 高力ボルト １１ 平座金 １２ ナット DESCRIPTION OF SYMBOLS 1 Steel structure 2 Member to be joined 2a Tapered surface of member to be joined 2b Butt end surface of member to be joined 2c Parallel surface of member to be joined 3 Member to be joined 3a Tapered surface of member to be joined 3b Butt end surface of member to be joined 3c Member to be joined Parallel surface of member 4 Attached plate 4a Tapered surface of an attached plate 4b End surface of an attached plate 4c Parallel surface of an attached plate 5 Attached plate 5a Tapered surface of an attached plate 5b End surface of an attached plate 5c Attached plate Parallel surface 6 Bolt hole of member to be joined 7 Bolt hole of member to be joined 8 Bolt hole of attachment plate 9 Bolt hole of attachment plate 10 High strength bolt 11 Flat washer 12 Nut
Claims (4)
２，３の端部の両側に２枚の添接板４，５を添接させて
行なうボルト接合構造において、各被接合部材２，３の
端部の両側の外面に、被接合部材２，３の厚さ中心線Ｌ
1 に対して傾斜して厚さ中心線Ｌ1 との間の距離が突き
合わせ端面２ｂ，３ｂに向かう程増大するテーパー面２
ａ，３ａを長手方向に設け、テーパー面２ａ，３ａを貫
通するボルト孔６，７を被接合部材２，３に設け、各添
接板４，５には、添接板４，５の厚さ中心線Ｌ2 に対し
て傾斜して厚さ中心線Ｌ2 との間の距離が端面４ｂ，５
ｂに向かう程増大するテーパー面４ａ，５ａを長手方向
に設け、該テーパー面４ａ，５ａを貫通するボルト孔
８，９を添接板４，５に設け、添接板４，５のテーパー
面４ａ，５ａを被接合部材２，３のテーパー面２ａ，３
ａに添接させ、ボルト孔６，７，８，９を通る複数の高
力ボルト１０によって締め付け固定することを特徴とす
る鋼構造物におけるボルト接合構造。In a bolted joint structure in which two joining plates (4, 5) are attached to both sides of ends of two joined members (2, 3) in a steel structure (1), each joined member (2, 2) is provided. The thickness center line L of the members to be joined 2 and 3 is provided on the outer surface on both sides of the end of the member 3.
The taper surface 2 which is inclined with respect to 1 and whose distance from the thickness center line L1 increases toward the butting end surfaces 2b, 3b
a, 3a are provided in the longitudinal direction, bolt holes 6, 7 penetrating the tapered surfaces 2a, 3a are provided in the members to be joined 2, 3, and each of the attachment plates 4, 5 has a thickness of the attachment plates 4, 5. distance end face 4b, between the thickness center line L 2 is inclined with respect to the center line L 2 is 5
b, tapered surfaces 4a, 5a increasing in the longitudinal direction are provided in the longitudinal direction, and bolt holes 8, 9 penetrating the tapered surfaces 4a, 5a are provided in the attachment plates 4, 5, and the tapered surfaces of the attachment plates 4, 5 are provided. 4a and 5a are tapered surfaces 2a and 3 of the members 2 and 3 to be joined.
a. A bolted structure in a steel structure, wherein the bolted structure is affixed to a and tightened and fixed by a plurality of high-strength bolts 10 passing through bolt holes 6, 7, 8, 9.
２，３の端部の両側に２枚の添接板４，５を添接させて
行なうボルト接合構造において、被接合部材２，３の端
部の片側の外面に、被接合部材２，３の厚さ中心線Ｌ1
に対して傾斜して厚さ中心線Ｌ1 との間の距離が突き合
わせ端面２ｂ，３ｂに向かう程増大するテーパー面２
ａ，３ａを長手方向に形成し、該端部の他方側の外面に
は、厚さ中心線Ｌ1 に対して平行である平行面２ｃ，３
ｃを長手方向に設け、該テーパー面２ａ，３ａ又は平行
面２ｃ，３ｃを貫通するボルト孔６，７を被接合部材
２，３に設け、添接板４，５の一方には、添接板４，５
の厚さ中心線Ｌ2 に対して傾斜して厚さ中心線Ｌ2 との
間の距離が端面４ｂ，５ｂに向かう程増大するテーパー
面４ａ，５ａを長手方向に設け、添接板４，５の他方に
は、厚さ中心線Ｌ2 に対して平行な平行面４ｃ，５ｃを
長手方向に設け、該テーパー面４ａ，５ａ又は平行面４
ｃ，５ｃを貫通するボルト孔８，９を添接板４，５に設
け、添接板４，５のテーパー面４ａ，５ａ又は平行面４
ｃ，５ｃを被接合部材２，３のテーパー面２ａ，３ａ又
は平行面２ｃ，３ｃにそれぞれ添接させ、ボルト孔６，
７，８，９を通る複数の高力ボルト１０によって締め付
け固定することを特徴とする鋼構造物におけるボルト接
合構造。2. A bolt joint structure in which two joining plates 4 and 5 are attached to both sides of ends of two joined members 2 and 3 in a steel structure 1, respectively. The thickness center line L 1 of the members to be joined 2 and 3
The distance between the thickness center line L 1 is inclined to increase as towards the butted end faces 2b, 3b with respect to the tapered surface 2
a, 3a is formed in the longitudinal direction, on the other side of the outer surface of the end portion is parallel to the thickness center line L 1 parallel surfaces 2c, 3
c is provided in the longitudinal direction, and bolt holes 6, 7 penetrating through the tapered surfaces 2 a, 3 a or the parallel surfaces 2 c, 3 c are provided in the members to be joined 2, 3. Boards 4, 5
Of the tapered surface 4a in which the distance between the thickness center line L 2 is inclined with respect to the thickness center line L 2 is increased as toward the end face 4b, the 5b, provided 5a in the longitudinal direction, spliced plate 4, the 5 of the other, provided parallel parallel faces 4c with respect to the thickness center line L 2, and 5c in the longitudinal direction, the tapered surface 4a, 5a or parallel surface 4
c, 5c are provided in the attachment plates 4, 5, and the tapered surfaces 4a, 5a or the parallel surfaces 4 of the attachment plates 4, 5 are provided.
c and 5c are respectively attached to the tapered surfaces 2a and 3a or the parallel surfaces 2c and 3c of the members 2 and 3 to be joined.
A bolted joint structure in a steel structure, wherein the bolted structure is fastened and fixed by a plurality of high-strength bolts 10 passing through 7, 8, and 9.
５ａに引き続き、平行面４ｃ，５ｃを有し、２つの被接
合部材２，３はテーパー面２ａ，３ａに引き続き平行面
２ｃ，３ｃを有することを特徴とする請求項１又は請求
項２に記載の鋼構造物におけるボルト接合構造。3. The two contact plates 4, 5 are tapered surfaces 4a,
3. The device according to claim 1, further comprising: parallel surfaces 4 c, 5 c following 5 a, and the two joined members 2, 3 parallel surfaces 2 c, 3 c following the tapered surfaces 2 a, 3 a. Connection structure of steel structure in Japan.
ー面２ａ，３ａ及び平行面２ｃ，３ｃを貫通するボルト
孔６，７を設け、２枚の添接板４，５にテーパー面４
ａ，５ａ及び平行面４ｃ，５ｃを貫通するボルト孔８，
９を設け、添接板４，５のテーパー面４ａ，５ａを被接
合部材２，３のテーパー面２ａ，３ａに添接させ、添接
板４，５の平行面４ｃ，５ｃを被接合部材２，３の平行
面２ｃ，３ｃに添接させ、ボルト孔６，７，８，９を通
る複数の高力ボルト１０によって締め付け固定すること
を特徴とする請求項３に記載の鋼構造物におけるボルト
接合構造。A bolt hole (6, 7) penetrating the tapered surfaces (2a, 3a) and the parallel surfaces (2c, 3c) at the ends of the two members (2, 3) to be tapered. Face 4
a, 5a and bolt holes 8, passing through the parallel surfaces 4c, 5c,
9, the tapered surfaces 4a, 5a of the contact plates 4, 5 are brought into contact with the tapered surfaces 2a, 3a of the members 2, 3, and the parallel surfaces 4c, 5c of the contact plates 4, 5 are joined. The steel structure according to claim 3, characterized in that the steel structure is brought into contact with a plurality of parallel surfaces (2c, 3c) and fastened and fixed by a plurality of high-strength bolts (10) passing through bolt holes (6, 7, 8, 9). Bolt connection structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14578197A JPH10317509A (en) | 1997-05-20 | 1997-05-20 | Bolt joining structure in steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14578197A JPH10317509A (en) | 1997-05-20 | 1997-05-20 | Bolt joining structure in steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH10317509A true JPH10317509A (en) | 1998-12-02 |
Family
ID=15393025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14578197A Withdrawn JPH10317509A (en) | 1997-05-20 | 1997-05-20 | Bolt joining structure in steel structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH10317509A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013233923A (en) * | 2012-05-07 | 2013-11-21 | Boeing Co:The | Method and system for use in assembling fuselage |
| JP2019060440A (en) * | 2017-09-27 | 2019-04-18 | 大和ハウス工業株式会社 | Fastening member and fastening method |
| WO2019156274A1 (en) * | 2018-02-09 | 2019-08-15 | 조채영 | Temporary bridge construction method employing tension of high tension bolt to control girder deflection |
-
1997
- 1997-05-20 JP JP14578197A patent/JPH10317509A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013233923A (en) * | 2012-05-07 | 2013-11-21 | Boeing Co:The | Method and system for use in assembling fuselage |
| JP2019060440A (en) * | 2017-09-27 | 2019-04-18 | 大和ハウス工業株式会社 | Fastening member and fastening method |
| WO2019156274A1 (en) * | 2018-02-09 | 2019-08-15 | 조채영 | Temporary bridge construction method employing tension of high tension bolt to control girder deflection |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH025982B2 (en) | ||
| JP3995042B2 (en) | Fastening device | |
| JPH10317509A (en) | Bolt joining structure in steel structure | |
| JPH0681312A (en) | Joint structure for main girder of bridge and the like | |
| JPH07317153A (en) | Joining structure of square steel pipe column | |
| JPH073888A (en) | Structure for wood preventing yielding to compressive stress | |
| JP3804202B2 (en) | Buckling stiffening member and method for connecting buckling stiffening member and structure | |
| JPS5868510A (en) | Flange joint device | |
| JP2019060408A (en) | High strength bolt friction joining structure | |
| JP2001164651A (en) | Friction join structure by high strength bolt for members having different sizes | |
| JPH07238595A (en) | Steel member-frictionally connecting structure by means of tightening high strength bolt | |
| JPS62119810A (en) | Insulated flange joint | |
| JPH0447282Y2 (en) | ||
| JPH0436199Y2 (en) | ||
| JPH0640649Y2 (en) | Steel plate cross-joint structure | |
| JP2022158196A (en) | Joint plate with groove, and steel material joint structure | |
| JPH0113681Y2 (en) | ||
| JPH04339936A (en) | Device for beam-column jointing | |
| JPH0626733Y2 (en) | Nuts for profiles | |
| JPH0512397Y2 (en) | ||
| JP3447426B2 (en) | Friction joining structure with high strength bolts | |
| JPH0756134Y2 (en) | Connecting device for welding gun cable and welding transformer | |
| JPH0626109A (en) | Bolt joining structure for fiber-reinforced resin member | |
| JPH1072866A (en) | Beam joint device | |
| JPH0115797Y2 (en) |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20040803 |