JPH05331918A - High strength bolted part structure - Google Patents
High strength bolted part structureInfo
- Publication number
- JPH05331918A JPH05331918A JP16351792A JP16351792A JPH05331918A JP H05331918 A JPH05331918 A JP H05331918A JP 16351792 A JP16351792 A JP 16351792A JP 16351792 A JP16351792 A JP 16351792A JP H05331918 A JPH05331918 A JP H05331918A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- bolt
- strength
- joining
- fitting
- 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.)
- Pending
Links
- 239000000463 material Substances 0.000 claims abstract description 60
- 239000002184 metal Substances 0.000 claims description 10
- 239000010953 base metal Substances 0.000 claims description 3
- 229910000746 Structural steel Inorganic materials 0.000 abstract 1
- 238000003754 machining Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 31
- 239000010959 steel Substances 0.000 description 31
- 238000000034 method Methods 0.000 description 18
- 238000003466 welding Methods 0.000 description 9
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 6
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 238000005422 blasting Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、高力(高張力)ボルト
を用いて接合される鉄骨構造材(母材)と添板等の継手
金具との接合部の構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a joint portion between a steel frame structure material (base material) joined with a high-strength (high-tension) bolt and a joint metal fitting such as an attachment plate.
【0002】[0002]
【従来の技術】高力ボルト接合は、高力ボルトを用いた
鉄骨構造材の接合方法で、ボルトに軸力を導入して接合
部材同士を強力に締め付けて接合する工法であり、摩擦
接合、引張接合、支圧接合の3種の接合方式に大別され
る。摩擦接合は、接合部材間に作用する摩擦抵抗によっ
て、ボルト軸と直角方向の応力を伝達しようとする、い
わゆるせん断型の接合方式で、又、引張接合は、ボルト
軸方向の応力を伝達しようとする、いわゆる引張型の接
合方式であり、更に支圧接合は、摩擦接合と同様のせん
断型の接合において、加力初期ですべりが生じた時に僅
かなすべり変形でリベット接合と同様の支圧接合に移行
させようとする接合方式である。2. Description of the Related Art High-strength bolt joining is a method for joining steel-framed structural materials using high-strength bolts, which is a construction method in which axial force is introduced into the bolts to strongly tighten the joining members together, and friction joining, It is roughly classified into three types of joining methods: tensile joining and bearing joining. Friction welding is a so-called shear-type joining method in which the stress in the direction perpendicular to the bolt axis is transmitted by the frictional resistance acting between the joining members, and tensile joining is in the bolt axial direction in which stress is transmitted. This is a so-called tensile type joining method.Furthermore, pressure bearing welding is a shear type welding similar to friction welding, and when slip occurs at the initial stage of force application, it is a slight slip deformation that is similar to rivet welding. It is a joining method that tries to shift to.
【0003】従来、高力ボルト接合部構造、特に摩擦接
合方式の高力ボルト接合部構造においては、母材と継手
金具との接合面の摩擦係数を増大させるため、母材と継
手金具の接合面に十分な赤錆を発生させたり、あるいは
ショットブラスト処理を施して目荒しすることにより、
所定の滑り係数(μ=0.45以上)を得ることが行わ
れている。Conventionally, in a high-strength bolt joint structure, in particular, in a friction joint type high-strength bolt joint structure, in order to increase the friction coefficient of the joint surface between the base material and the joint fitting, the joint between the base material and the joint fitting is performed. By generating sufficient red rust on the surface or applying shot blasting to roughen the surface,
It has been performed to obtain a predetermined slip coefficient (μ = 0.45 or more).
【0004】前者の赤錆を発生させる方法は、鋼板表面
の黒皮をグラインダー研摩機等により除去し、研摩面を
2〜3週間程度空気中に放置して赤錆を発生させる方法
であり、後者のショットブラスト処理は、鋼板表面をシ
ョットブラストで粗く適当な凹凸状態に形成する方法で
ある。The former method of generating red rust is a method of removing the black skin on the surface of the steel sheet by a grinder polishing machine or the like, and leaving the polished surface in the air for about 2 to 3 weeks to generate red rust. The shot blast treatment is a method of forming the surface of a steel sheet into a rough and appropriate uneven state by shot blasting.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、上記従
来の高力ボルト接合部構造は、滑らないこと(μ=1.
0)が望ましいにもかかわらず、やむを得ず所定の滑り
係数を得るようにしているものの、接合面の滑り係数に
バラツキがあり、応力に対する十分な抵抗力(滑り耐
力)を管理しにくい。又、摩擦係数を増大させるための
赤錆を発生させる方法及びショットブラスト処理を施す
方法のいずれも鉄骨加工工場で行われるが、母材を移動
させるためのクレーンやグラインダー研摩機、ショット
ブラスト機械が必要となると共に、大変な手間が必要と
なる。特に、赤錆発生は、所定の錆の発生に日時と放置
のための置場が必要となる等、鉄骨加工のネックとなっ
ている。However, the conventional high-strength bolt joint structure described above does not slip (μ = 1.
Although it is unavoidable to obtain a predetermined slip coefficient, although 0) is desirable, the slip coefficient of the joint surface varies, and it is difficult to manage a sufficient resistance force (slip resistance) against stress. In addition, both the method of generating red rust to increase the friction coefficient and the method of performing shot blasting are performed in the steel processing factory, but a crane, grinder sander, and shot blasting machine to move the base material are required. It also requires a great deal of work. In particular, the occurrence of red rust has become a bottleneck in the processing of steel frames because it requires a time and a place to leave it for a certain amount of rust to occur.
【0006】そこで、本発明は、刃状の突起を有する接
合補助部材を高力ボルト1本毎に継手金具のボルト孔の
周囲を座ぐり凹部に嵌め込み、又はボルト孔の周囲に接
合し、高力ボルトによる母材と継手金具との締め付けに
よって刃状の突起を母材の接合面に確実に食込ませるこ
とにより、定常的に所要の滑り耐力を得ることができる
と共に、接合面の摩擦係数を増大させるための鉄骨加工
工場での母材の加工工程を不要とし得る高力ボルト接合
部構造の提供を目的とする。Therefore, according to the present invention, a joining assisting member having a blade-like projection is fitted around the bolt hole of the joint fitting in the counterbore recess for each high-strength bolt, or joined to the periphery of the bolt hole. By securely tightening the base material and the joint metal fittings with force bolts so that the blade-like protrusions bite into the joint surface of the base material, the required sliding resistance can be constantly obtained and the friction coefficient of the joint surface. It is an object of the present invention to provide a high-strength bolted joint structure that can eliminate the need for a step of processing a base material in a steel frame processing factory to increase the workability.
【0007】[0007]
【課題を解決するための手段】前記課題を解決するた
め、本発明の第1の高力ボルト接合部構造は、母材及び
継手金具と同等以上の強度及び硬度を有すると共に、中
心部にボルト孔を有し、かつ1本の高力ボルトの締付力
の影響が及ぶ範囲の大きさを有する板状体の少なくとも
一方の面に刃状の突起を形成した接合補助部材が、母材
と接合される継手金具の接合面におけるボルト孔の周囲
に形成した座ぐり凹部に、一方の面の突起を接合面から
突出するようにして嵌め込まれ、上記各ボルト孔を挿通
する高力ボルトにより母材と継手金具とが締め付けられ
て接合されている構造である。又、第2の高力ボルト接
合部構造は、母材及び継手金具と同等以上の強度及び硬
度を有すると共に、中心部にボルト孔を有し、かつ1本
の高力ボルトの締付力の影響が及ぶ範囲の大きさを有す
る板状体の一方の面に刃状の突起を形成した接合補助部
材が、母材と接合される継手金具の接合面におけるボル
ト孔の周囲に、他方の面により接合され、上記各ボルト
孔を挿通する高力ボルトにより母材と継手金具とが締め
付けられて接合されている構造である。In order to solve the above-mentioned problems, the first high-strength bolt joint structure of the present invention has strength and hardness equal to or higher than those of the base material and the joint fitting, and has a bolt at the center. A joining assisting member having a hole and a blade-like projection formed on at least one surface of a plate-like body having a size within a range affected by the tightening force of one high-strength bolt is used as a base material. Fitted in the counterbore recess formed around the bolt hole in the joint surface of the joint fitting to be joined so that the projection on one surface protrudes from the joint surface, and then the high-strength bolt is inserted through each of the bolt holes. This is a structure in which the material and the joint fitting are tightened and joined. Further, the second high-strength bolt joint structure has strength and hardness equal to or higher than those of the base metal and the fitting, has a bolt hole in the center, and has a tightening force of one high-strength bolt. A joining auxiliary member having a blade-like projection formed on one surface of a plate-like body having a size of the range of influence is provided around the bolt hole on the joining surface of the joint metal fitting to be joined to the base metal, and the other surface. The base material and the joint fitting are fastened and joined by high-strength bolts inserted through the bolt holes.
【0008】[0008]
【作用】上記各手段においては、接合補助部材が高力ボ
ルト1本毎に使用され、かつ突起を継手金具の接合面か
ら突出するようにしてそのボルト孔の周囲の座ぐり凹部
に嵌め込まれ、あるいはボルト孔の周囲の接合面に接合
されると共に、高力ボルトによる母材と継手金具との締
め付けによって刃状の突起が母材の接合面に確実に食込
ませられる。In each of the above means, the joining assisting member is used for each high-strength bolt, and the projection is fitted into the counterbore recess around the bolt hole so that the projection projects from the joining surface of the fitting. Alternatively, it is joined to the joint surface around the bolt hole, and the blade-shaped projection is surely bited into the joint surface of the base material by tightening the base material and the joint fitting with the high-strength bolt.
【0009】接合補助部材の形状は、加工上円形が好ま
しいが、長円形、方形その他の形状であってもよい。接
合補助部材の少なくとも一方の面の刃状の突起は、ボル
ト孔を中心とする同心円状、螺旋状若しくは放射状とし
てもよく、又は一方向に平行な複数条の直線状としても
よい。前者のボルト孔を中心とする刃状の突起の場合、
全方向の滑り耐力を得ることができ、又、後者の一方向
に平行な直線状をなす刃状の突起の場合、突起の延在方
向と直角方向の滑り耐力を得ることができる。一方、座
ぐり凹部の底面と対向する他方の面の突起は、座ぐり凹
部の底面との所要個所での食込みによって母材や継手金
具の反りや曲がりを吸収し、又、継手金具に発生する曲
げモーメントを小さくできる。この他方の面の突起は、
刃状のものに限らず、角錐状その他の形状のものでもよ
い。The shape of the joining assisting member is preferably circular in terms of processing, but may be oval, rectangular or any other shape. The blade-like protrusions on at least one surface of the joining assisting member may have a concentric circle shape centered on the bolt hole, a spiral shape, or a radial shape, or may have a plurality of straight lines parallel to one direction. In the case of the blade-shaped protrusion centering on the former bolt hole,
It is possible to obtain slip resistance in all directions, and in the case of the latter blade-shaped projection that is linear and parallel to one direction, it is possible to obtain slip resistance in a direction perpendicular to the extending direction of the projection. On the other hand, the protrusion on the other surface that faces the bottom surface of the counterbore recess absorbs the warpage and bending of the base material and the joint fitting due to the biting at the required location with the bottom surface of the counterbore recess, and also occurs on the joint fitting. Bending moment can be reduced. The protrusion on this other side is
The shape is not limited to the blade shape, and may be a pyramid shape or another shape.
【0010】継手金具のボルト孔の周囲の座ぐり凹部の
形状は、接合補助部材の形状と対応する円形、長円形、
方形その他の形状とされ、その深さは、一方の面の刃状
の突起が接合面から突出する所要の寸法とされる。The shape of the counterbore recess around the bolt hole of the joint fitting is circular, oval, or the like corresponding to the shape of the joining assisting member.
The shape is rectangular or the like, and the depth thereof is a required dimension such that the blade-shaped projection on one surface projects from the joint surface.
【0011】継手金具のボルト孔の周囲の座ぐり凹部に
嵌め込まれる接合補助部材は、接着剤、溶接等による接
着あるいは他方の面の突起の座ぐり凹部の底面への食込
みによって継手金具に固着することが好ましく、このよ
うにすることにより接合補助部材が継手金具と一体化さ
れ、高力ボルト接合作業を容易に行うことができる。The joining assisting member fitted in the counterbore recess around the bolt hole of the joint fitting is fixed to the joint fitting by adhesion by an adhesive, welding or the like, or by the protrusion of the other surface digging into the bottom surface of the counterbore recess. It is preferable that by doing so, the joining assisting member is integrated with the joint fitting, and the high strength bolt joining work can be easily performed.
【0012】又、継手金具のボルト孔の周囲に対する接
合補助部材の接合は、継手金具との滑りを生じさせない
溶接又は接着剤によって行う。The joining auxiliary member is joined to the periphery of the bolt hole of the joint fitting by welding or an adhesive that does not cause slippage with the joint fitting.
【0013】[0013]
【実施例】以下、本発明の実施例について図面を参照し
て説明する。図1、図2は本発明の第1実施例の高力ボ
ルト接合部構造の断面図、その要部の拡大図である。こ
の高力ボルト接合部構造は、SS41等の構造材からな
り、直線状に突き合わされた鉄骨構造材(母材)1の端
部と、同様の構造材からなり、両鉄骨構造材1の端部間
に跨がって両側に配置された添板(継手金具)2とを、
それぞれのボルト孔3,4を挿通した高力ボルト5によ
って締め付けて接合する摩擦接合方式のものである。Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 are a cross-sectional view of a high-strength bolt joint structure according to a first embodiment of the present invention and an enlarged view of a main part thereof. This high-strength bolt joint structure is made of a structural material such as SS41, and is made of a structural member (base material) 1 that is linearly butted and the same structural member. Attaching plates (joint metal fittings) 2 arranged on both sides across the parts,
This is a friction welding method in which high-strength bolts 5 inserted through the respective bolt holes 3 and 4 are tightened and joined.
【0014】すなわち、この高力ボルト接合部構造は、
鉄骨構造材1及び添板2と同等以上の強度及び硬度を有
する材料からなると共に、図3,図4に詳記するよう
に、中心部にボルト孔6を有し、かつ1本の高力ボルト
5の締付力の影響の及ぶ範囲の大きさ、例えば高力ボル
ト径16〜25mm、添板の板厚12mmの場合、外径
40〜70mmの大きさを有する円輪板状の板状体7の
一方の面(図4においては上面)に同心円状をなす刃状
の突起8を形成した接合補助部材9が、鉄骨構造材1と
接合される添板2の接合面10におけるボルト孔4の周
囲に形成した上記接合補助部材9より僅かに大きな座ぐ
り凹部11に、刃状の突起8を接合面10から突出する
ようにし、かつ他方の面を図示しない接着方法により座
ぐり凹部11の底面と固着して嵌め込まれ、上記各ボル
ト孔3,4,6を挿通する高力ボルト5により鉄骨構造
材1と添板2とが締め付けられて接合される構造であ
る。That is, this high-strength bolt joint structure is
It is made of a material having strength and hardness equal to or higher than those of the steel frame structure material 1 and the attachment plate 2, and has a bolt hole 6 at the center as shown in FIGS. The size of the range affected by the tightening force of the bolt 5, for example, in the case of a high strength bolt diameter of 16 to 25 mm and an added plate thickness of 12 mm, an annular plate shape having an outer diameter of 40 to 70 mm. A joining assisting member 9 in which a concentric blade-shaped protrusion 8 is formed on one surface (upper surface in FIG. 4) of the body 7 is a bolt hole in a joining surface 10 of the attachment plate 2 joined to the steel structure material 1. 4, a blade-shaped projection 8 is projected from a joining surface 10 in a spot facing recess 11 slightly larger than the joining assisting member 9 and the other surface is made into a spot facing depression 11 by an unillustrated bonding method. It is fixedly fitted to the bottom surface of the, and the above bolt holes 3, 4 and 6 are inserted. The high-strength bolts 5 which is a structure in which a steel structural member 1 and 添板 2 is clamped and joined.
【0015】上記構成の摩擦接合方式の高力ボルト接合
部構造においては、接合補助部材9が添板2のボルト孔
4の周囲の座ぐり凹部11に突起8を接合面10から突
出するようにし、かつ他方の面を底面と固着して嵌め込
まれるので、接合補助部材9を添板2と一体化させて添
板2との滑りを完全に防止できると共に、板状体7の厚
さ分の隙間を排除して高力ボルト接合部の厚さを小さく
でき、かつ接合作業を容易に行える。又、高力ボルト5
による鉄骨構造材1と添板2との締め付けによって同心
円状をなす刃状の突起8が鉄骨構造材1の接合面12に
確実に食込み、全方向の滑り耐力が得られるので、高力
ボルトの締付力を効率よく活用でき、かつ従来のように
滑り係数にバラツキが生じるようなことはなく、定常的
に所要の滑り耐力を得ることができると共に、摩擦係数
を増大するために鉄骨加工工場で鉄骨構造材に加工を施
す必要がなく、摩擦接合方式の高力ボルト接合による現
場接合を容易かつ確実に行うことができる。更に、接合
補助部材が高力ボルト1本毎に使用されるので、ボルト
配列を任意に設定できると共に、接合補助部材が軽量か
つ小型で持ち運びが便利となり、又省資源化できる効果
がある。In the high-strength bolt-joint structure of the friction-joining type having the above-mentioned structure, the joining assisting member 9 projects the projection 8 from the joining surface 10 in the counterbore recessed portion 11 around the bolt hole 4 of the attachment plate 2. Since the other surface is fixedly attached to the bottom surface, the joining auxiliary member 9 can be integrated with the attachment plate 2 to completely prevent slippage with the attachment plate 2, and the thickness of the plate-shaped body 7 can be reduced. The clearance can be eliminated to reduce the thickness of the high-strength bolt joint, and the joining work can be performed easily. Also, high strength bolt 5
By constricting the steel structure 1 and the attachment plate 2 by means of the concentric circular blade-shaped projections 8 surely bite into the joint surface 12 of the steel structure 1 and slip resistance in all directions can be obtained. The tightening force can be used efficiently, and the slip coefficient does not vary as in the past, the required slip strength can be constantly obtained, and the steel frame processing factory is used to increase the friction coefficient. Therefore, it is not necessary to process the steel structure material, and it is possible to easily and reliably perform on-site joining by high-strength bolt joining of the friction joining method. Further, since the joining auxiliary member is used for each high-strength bolt, the bolt arrangement can be arbitrarily set, and the joining auxiliary member is lightweight and small in size, easy to carry, and resource-saving can be achieved.
【0016】図5,図6は本発明の第2実施例の高力ボ
ルト接合部構造の斜視図、その要部の拡大断面図であ
る。この高力ボルト接合部構造は、SS41等の構造材
からなり、柱材等として用いられる十字形の鉄骨構造材
(母材)13のT字部14及び梁材等として用いられる
I形の鉄骨構造材15の接合位置の隣り合うT字部14
の内側(図6においては左側)を連結する連結金具16
と、同様の構造材からなり、上記I形の鉄骨構造材15
を継ぎ合わせるために連結金具16と対応するT字部1
4の外側(図6において右側)に配置されたT形継手
(継手金具)17とを、それぞれのボルト孔18,1
9,20を挿通した高力ボルト21によって締め付けて
接合する引張接合方式のものである。FIGS. 5 and 6 are perspective views of the high-strength bolt joint structure of the second embodiment of the present invention, and an enlarged cross-sectional view of the essential parts thereof. This high-strength bolt joint structure is made of a structural material such as SS41, and is a T-shaped portion 14 of a cross-shaped steel frame structural material (base material) 13 used as a pillar material and an I-shaped steel frame used as a beam material. Adjacent T-shaped portions 14 at the joining positions of the structural material 15
Connection fitting 16 for connecting the inside of the (the left side in FIG. 6)
And a structural material similar to that of the above-mentioned I-shaped steel frame structural material 15
T-shaped portion 1 corresponding to the connecting fitting 16 for joining the
4 and the T-shaped joint (joint metal fitting) 17 arranged on the outer side (right side in FIG. 6) of the bolt holes 18 and 1
It is of a tensile joining type in which high-strength bolts 21 through which 9 and 20 are inserted are tightened to join.
【0017】すなわち、この高力ボルト接合部構造は、
鉄骨構造材13、連結金具16及びT形継手17と同等
以上の強度及び硬度を有する材料からなると共に、図
7,図8に詳記するように、中心部にボルト孔22を有
し、かつ1本の高力ボルト21の締付力の影響の及ぶ範
囲の大きさを有する円輪板状の板状体23の両面に一方
向に平行な複数条の直線状をなす刃状の突起24を形成
した接合補助部材25が、鉄骨構造材13のT字部14
の内側と接合される連結金具16の接合面26における
ボルト孔19の周囲に形成した上記接合補助部材25よ
り僅かに大きな座ぐり凹部27、及びT字部14の外側
と接合されるT形継手17の接合面28におけるボルト
孔20の周囲に形成した同様の座ぐり凹部29に、それ
ぞれの刃状の突起24を鉄骨構造材13の材軸方向(図
5,図6においては上下方向)に延在させると共に、一
方の面の刃状の突起24を各接合面26,28から突出
するようにし、かつ他方の面の刃状の突起24を各座ぐ
り凹部27,29の底面と予め食込ませて又は接着剤等
により固着して嵌め込まれ、上記各ボルト孔18,1
9,20,22を挿通する高力ボルト21によりT字部
14及び連結金具16とT形継手17とが締め付けられ
て接合されている構造である。That is, this high strength bolt joint structure is
It is made of a material having strength and hardness equal to or higher than those of the steel structure 13, the coupling fitting 16 and the T-shaped joint 17, and has a bolt hole 22 in the central portion, as detailed in FIGS. 7 and 8. A plurality of linear blade-shaped protrusions 24 parallel to one direction on both sides of a circular plate-shaped plate-like body 23 having a size within a range affected by the tightening force of one high-strength bolt 21. The joining assisting member 25 formed with is the T-shaped portion 14 of the steel structure member 13.
A T-shaped joint joined to the outside of the T-shaped portion 14 and a counterbore recess 27 slightly larger than the joining assisting member 25 formed around the bolt hole 19 in the joining surface 26 of the connecting fitting 16 joined to the inside of the joint fitting 16. In the same counterbore recess 29 formed around the bolt hole 20 in the joint surface 28 of 17, the respective blade-shaped projections 24 are formed in the axial direction of the steel structure 13 (vertical direction in FIGS. 5 and 6). While extending, the blade-shaped projection 24 on one surface is projected from each of the joint surfaces 26 and 28, and the blade-shaped projection 24 on the other surface is pre-corroded with the bottom surfaces of the counterbore recesses 27 and 29. The bolt holes 18 and 1 are inserted into the bolt holes 18 or 1 by fixing them with an adhesive or the like.
This is a structure in which the T-shaped portion 14, the connecting fitting 16 and the T-shaped joint 17 are fastened and joined by a high-strength bolt 21 which inserts 9, 20, and 22.
【0018】上記構成の引張接合方式の高力ボルト接合
部構造においては、図5において矢印30で示すよう
に、鉄骨構造材15によって鉄骨構造材13のT字部1
4に引張応力が作用した場合、隣り合うT字部14にお
ける接合補助部材25によって矢印31で示す方向のす
べり耐力を生ずる他は、第1実施例のものとほぼ同様の
作用効果が得られる。In the high-strength bolted joint structure of the tensile joint type having the above-mentioned structure, as shown by an arrow 30 in FIG. 5, the T-shaped portion 1 of the steel-framed structural material 13 is formed by the steel-framed structural material 15.
When a tensile stress is applied to No. 4, the same operational effect as that of the first embodiment is obtained except that a slip proof force in the direction indicated by the arrow 31 is generated by the joining auxiliary member 25 in the adjacent T-shaped portions 14.
【0019】図9は本発明の第3実施例の高力ボルト接
合部構造の要部の断面図である。この高力ボルト接合部
構造は、SS41等の構造材からなり、柱材等として用
いられるI形の鉄骨構造材(母材)32と、同様の構造
材からなり、梁材等として用いられるI形の鉄骨構造材
(図示せず)を上記鉄骨構造材32と継ぎ合わせるため
に鉄骨構造材32のフランジの外側(図9においては右
側)に配置されたT形継手33とをそれぞれのボルト孔
34,35に挿通した高力ボルト36によって締め付け
て接合する引張接合方式のものである。FIG. 9 is a sectional view of an essential part of a high strength bolt joint structure according to the third embodiment of the present invention. This high-strength bolt joint structure is made of a structural material such as SS41 and is made of an I-shaped steel frame structural material (base material) 32 used as a pillar material or the like, and is used as a beam material or the like. -Shaped steel frame structure material (not shown) and a T-shaped joint 33 arranged outside the flange of the steel frame structure material 32 (right side in FIG. 9) for joining the steel frame structure material 32 with the respective bolt holes. It is of a tensile joining type in which high-strength bolts 36 inserted through 34 and 35 are used for tightening and joining.
【0020】すなわち、この高力ボルト接合部構造は、
鉄骨構造材32及びT形継手32と同等以上の強度及び
硬度を有すると共に、図10に示すように、中心部にボ
ルト孔37を有し、かつ1本の高力ボルト36の締付力
の影響が及ぶ範囲の大きさを有する円輪板状の板状体3
8の一方の面にボルト孔37を中心とする放射状をなす
複数条の刃状の突起39を形成した接合補助部材40
が、鉄骨構造材32と接合されるT形継手33の接合面
41におけるボルト孔35の周囲に、他方の面によりT
形継手33との滑りを生じさせない溶接又は接着剤によ
って接合され、上記各ボルト孔34,35,37を挿通
する高力ボルト36により鉄骨構造材32とT形継手3
3とが締め付けられて接合される構造である。That is, this high strength bolt joint structure is
While having strength and hardness equal to or higher than those of the steel frame structural member 32 and the T-shaped joint 32, as shown in FIG. 10, it has a bolt hole 37 in the center and has a tightening force of one high-strength bolt 36. A circular plate-like plate-like body 3 having a size of an affected range
Joining auxiliary member 40 in which a plurality of blade-shaped projections 39 having a radial shape centered on the bolt hole 37 are formed on one surface of 8
Around the bolt hole 35 in the joint surface 41 of the T-shaped joint 33 that is joined to the steel structure member 32.
The steel frame structural member 32 and the T-shaped joint 3 are joined together by welding or an adhesive that does not cause slippage with the shaped joint 33, and the high-strength bolts 36 inserted through the bolt holes 34, 35, 37.
3 and 3 are fastened and joined.
【0021】上記構成の引張接合方式の高力ボルト接合
構造においては、鉄骨構造材32とT形継手33との間
に接合補助部材40の板状体38の厚さ相当分の隙間が
生じる他は、第1実施例のものとほぼ同様の作用効果が
得られる。In the high-strength bolt joint structure of the tensile joint system having the above construction, a gap corresponding to the thickness of the plate-like member 38 of the joint assistant member 40 is formed between the steel frame structural member 32 and the T-shaped joint 33. With, the same operational effect as that of the first embodiment can be obtained.
【0022】なお、上述した実施例においては、刃状の
突起8,24,39を有する接合補助部材9,25,4
0を摩擦接合方式及び引張接合方式の高力ボルト接合部
構造に適用する場合について述べたが、これに限らず支
圧接合方式の高力ボルト接合部構造にも適用できる。
又、少なくとも片面に形成される刃状の突起は、同心円
状、一方向の直線状又は放射状に限らず、螺旋状その他
の形状としてもよく、かつ両面同一とする場合に限ら
ず、両面の突起の形状を異ならせてもよい。In the above-mentioned embodiment, the joining assisting members 9, 25, 4 having the blade-shaped projections 8, 24, 39 are used.
Although the case where 0 is applied to the high-strength bolt joint structure of the friction joining method and the tensile joining method has been described, the present invention is not limited to this and can be applied to the high-strength bolt joint structure of the bearing joint method.
Further, the blade-shaped projection formed on at least one surface is not limited to the concentric circle shape, the linear shape in one direction or the radial shape, and may be a spiral shape or the like, and the projections on both surfaces are not limited to the same shape. May have different shapes.
【0023】[0023]
【発明の効果】以上説明したように、本発明の第1の高
力ボルト接合部構造によれば、接合補助部材が突起を継
手金具の接合面から突出するようにしてそのボルト孔の
周囲の座ぐり凹部に嵌め込まれるので、接合補助部材と
継手金具との滑りを完全に防止できると共に、板状体の
厚さ分の隙間を排除して高力ボルト接合部の厚さを小さ
くできる。一方、第2の高力ボルト接合部構造によれ
ば、接合補助部材が継手金具の接合面に突起のない他方
の面により接合されるので、両者が一体化されて接合作
業を容易に行うことができる。As described above, according to the first high-strength bolt joint structure of the present invention, the joining assisting member projects the projection from the joining surface of the joint fitting so as to surround the bolt hole. Since it is fitted in the counterbore recess, slippage between the joining assisting member and the joint fitting can be completely prevented, and a gap corresponding to the thickness of the plate-shaped body can be eliminated to reduce the thickness of the high-strength bolt joint. On the other hand, according to the second high-strength bolt joint structure, the joining assisting member is joined to the joining surface of the joint fitting by the other surface having no protrusion, so that both are integrated and the joining work is facilitated. You can
【0024】又、いずれの高力ボルト接合部構造におい
ても、高力ボルトによる母材と継手金具との締め付けに
よって刃状の突起が母材の接合面に確実に食込ませられ
るので、高力ボルトの締付力を効率よく活用でき、かつ
従来のように滑り係数にバラツキが生じるようなことは
なく、定常的に所要の滑り耐力を得ることができると共
に、摩擦係数を増大するために鉄骨加工工場で母材に加
工を施す必要がなく、高力ボルト接合による現場接合を
容易かつ確実に行うことができる。更に、接合補助部材
が高力ボルト1本毎に使用されるので、ボルト配列を任
意に設定できると共に、接合補助部材が軽量かつ小型で
持ち運びが便利となり、又省資源化できる効果がある。In any high-strength bolt joint structure, since the blade-shaped projection is surely bited into the joint surface of the base material by tightening the base material and the joint fitting with the high-strength bolt, high strength is achieved. The tightening force of the bolts can be used efficiently, and the slip coefficient does not vary as in the past, the required slip resistance can be constantly obtained, and the steel frame is used to increase the friction coefficient. Since it is not necessary to process the base material in the processing factory, it is possible to easily and reliably perform on-site joining by high strength bolt joining. Further, since the joining auxiliary member is used for each high-strength bolt, the bolt arrangement can be arbitrarily set, and the joining auxiliary member is lightweight and small in size, easy to carry, and resource-saving can be achieved.
【図1】本発明の第1実施例の高力ボルト接合部構造の
断面図である。FIG. 1 is a sectional view of a high-strength bolt joint structure according to a first embodiment of the present invention.
【図2】図1の要部の拡大図である。FIG. 2 is an enlarged view of a main part of FIG.
【図3】図2に示す高力ボルト接合部構造に用いた接合
補助部材の平面図である。FIG. 3 is a plan view of a joining assisting member used in the high-strength bolt joint structure shown in FIG.
【図4】図3に示す接合補助部材の半断面側面図であ
る。FIG. 4 is a half cross-sectional side view of the joining auxiliary member shown in FIG.
【図5】本発明の第2実施例の高力ボルト接合部構造の
斜視図である。FIG. 5 is a perspective view of a high-strength bolt joint structure according to a second embodiment of the present invention.
【図6】図5に示す高力ボルト接合部構造の要部の断面
図である。6 is a cross-sectional view of a main part of the high-strength bolt joint structure shown in FIG.
【図7】図6に示す高力ボルト接合部構造に用いた接合
補助部材の正面図である。FIG. 7 is a front view of a joining auxiliary member used in the high-strength bolt joint structure shown in FIG.
【図8】図7に示す接合補助部材の半断面平面図であ
る。8 is a half cross-sectional plan view of the joining auxiliary member shown in FIG.
【図9】本発明の第3実施例の高力ボルト接合部構造の
要部の断面図である。FIG. 9 is a sectional view of an essential part of a high-strength bolt joint structure according to a third embodiment of the present invention.
【図10】図9に示す高力ボルト接合部構造に用いた接
合補助部材の正面図である。FIG. 10 is a front view of a joining auxiliary member used in the high-strength bolt joint structure shown in FIG.
1 鉄骨構造材(母材) 2 添板(継手金具) 3 ボルト孔 4 ボルト孔 5 高力ボルト 6 ボルト孔 7 板状体 8 刃状の突起 9 接合補助部材 10 接合面 11 座ぐり凹部 13 鉄骨構造材(母材) 17 T形継手(継手金具) 18 ボルト孔 19 ボルト孔 20 ボルト孔 21 高力ボルト 22 ボルト孔 23 板状体 24 刃状の突起 25 接合補助部材 28 接合面 29 座ぐり凹部 32 鉄骨構造材(母材) 33 T形継手(継手金具) 34 ボルト孔 35 ボルト孔 36 高力ボルト 37 ボルト孔 38 板状体 39 刃状の突起 40 接合補助部材 41 接合面 1 Steel structure material (base material) 2 Addition plate (joint metal fitting) 3 Bolt hole 4 Bolt hole 5 High-strength bolt 6 Bolt hole 7 Plate-like body 8 Blade-like projection 9 Joining auxiliary member 10 Joining surface 11 Counterbore recess 13 Steel frame Structural material (base material) 17 T-type joint (joint metal fitting) 18 Bolt hole 19 Bolt hole 20 Bolt hole 21 High-strength bolt 22 Bolt hole 23 Plate-like body 24 Blade-like protrusion 25 Joining auxiliary member 28 Joining surface 29 Counterbore recess 32 Steel frame structure material (base material) 33 T-shaped joint (joint fitting) 34 Bolt hole 35 Bolt hole 36 High-strength bolt 37 Bolt hole 38 Plate-like body 39 Blade-like protrusion 40 Joining auxiliary member 41 Joining surface
Claims (2)
硬度を有すると共に、中心部にボルト孔を有し、かつ1
本の高力ボルトの締付力の影響が及ぶ範囲の大きさを有
する板状体の少なくとも一方の面に刃状の突起を形成し
た接合補助部材が、母材と接合される継手金具の接合面
におけるボルト孔の周囲に形成した座ぐり凹部に、一方
の面の突起を接合面から突出するようにして嵌め込ま
れ、上記各ボルト孔を挿通する高力ボルトにより母材と
継手金具とが締め付けられて接合されていることを特徴
とする高力ボルト接合部構造。1. A strength and hardness equal to or higher than those of the base material and the fitting, and having a bolt hole at the center, and
Of a joint metal fitting in which a joining auxiliary member having a blade-like projection formed on at least one surface of a plate-like body having a size within a range affected by the tightening force of a high-strength bolt of a book is joined to a base metal It is fitted in the counterbore recess formed around the bolt hole in the surface so that the projection on one surface projects from the joint surface, and the base material and the joint metal fitting are tightened by the high-strength bolts that pass through the above bolt holes. A high-strength bolt joint structure characterized by being joined together.
硬度を有すると共に、中心部にボルト孔を有し、かつ1
本の高力ボルトの締付力の影響が及ぶ範囲の大きさを有
する板状体の一方の面に刃状の突起を形成した接合補助
部材が、母材と接合される継手金具の接合面におけるボ
ルト孔の周囲に、他方の面により接合され、上記各ボル
ト孔を挿通する高力ボルトにより母材と継手金具とが締
め付けられて接合されていることを特徴とする高力ボル
ト接合部構造。2. The base material and the joint fitting have strength and hardness equal to or higher than those of the base material and a bolt hole at the center, and
Of the plate-shaped body having a size within the range of the influence of the tightening force of the high-strength bolt of the book, the joining auxiliary member having the blade-shaped projection formed on one surface A high-strength bolt joint structure, which is joined to the periphery of the bolt hole by the other surface, and the base material and the joint metal fitting are fastened and joined by a high-strength bolt inserted through each of the bolt holes. ..
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16351792A JPH05331918A (en) | 1992-05-29 | 1992-05-29 | High strength bolted part structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16351792A JPH05331918A (en) | 1992-05-29 | 1992-05-29 | High strength bolted part structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH05331918A true JPH05331918A (en) | 1993-12-14 |
Family
ID=15775374
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16351792A Pending JPH05331918A (en) | 1992-05-29 | 1992-05-29 | High strength bolted part structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH05331918A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1136173A4 (en) * | 1998-12-25 | 2006-04-26 | Corporation Takashima | Method of joining steel products, method of processing junction surfaces of steel products, and reinforcing member |
JP2022143202A (en) * | 2021-03-17 | 2022-10-03 | センクシア株式会社 | Steel material joining structure |
-
1992
- 1992-05-29 JP JP16351792A patent/JPH05331918A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1136173A4 (en) * | 1998-12-25 | 2006-04-26 | Corporation Takashima | Method of joining steel products, method of processing junction surfaces of steel products, and reinforcing member |
JP2022143202A (en) * | 2021-03-17 | 2022-10-03 | センクシア株式会社 | Steel material joining structure |
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