JPH0657828A - Joint metal piece for high strength bolt joining part - Google Patents

Joint metal piece for high strength bolt joining part

Info

Publication number
JPH0657828A
JPH0657828A JP23136392A JP23136392A JPH0657828A JP H0657828 A JPH0657828 A JP H0657828A JP 23136392 A JP23136392 A JP 23136392A JP 23136392 A JP23136392 A JP 23136392A JP H0657828 A JPH0657828 A JP H0657828A
Authority
JP
Japan
Prior art keywords
joint
strength bolt
bolt
blade
joining
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.)
Granted
Application number
JP23136392A
Other languages
Japanese (ja)
Other versions
JP3079337B2 (en
Inventor
Sakae Suzuki
栄 鈴木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KAI KENCHIKU SEKKEI JIMUSHO KK
Original Assignee
KAI KENCHIKU SEKKEI JIMUSHO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by KAI KENCHIKU SEKKEI JIMUSHO KK filed Critical KAI KENCHIKU SEKKEI JIMUSHO KK
Priority to JP04231363A priority Critical patent/JP3079337B2/en
Publication of JPH0657828A publication Critical patent/JPH0657828A/en
Application granted granted Critical
Publication of JP3079337B2 publication Critical patent/JP3079337B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To provide a required anti-slip resistance steadily and eliminate processing of a parent material at a steel processing factory for generating friction on the joint surfaces. CONSTITUTION:Bolt holes 7 are provided in a joint surface to be joined with a parent material 6 by the use of high strength bolts 8, and a projection 4 is formed in a single piece structure in that part of each bolt hole where the fastening force affects. A protrusion 5 in the form of a cutting edge is formed at each projection 4 and allowed to pierce the scale or the like with driving of high strength bolt 8 and bite into the parent material 6 certainly.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、柱や梁等の鉄骨構造材
(母材)の高力(高張力)ボルト接合部に使用される添
板やT形継手等の継手金具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint metal fitting such as an attachment plate or a T-shaped joint used for a high-strength (high-tensile) bolt joint portion of a steel structure material (base material) such as a pillar or a beam.

【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 of joining steel structural members using high-strength bolts, which is a method of introducing axial force into the bolts to strongly join the joining members together, and friction joining, It is roughly divided into three types of joining methods: tensile joining and bearing joining. Friction welding is a so-called shear-type joining method that tries to transmit stress in the direction perpendicular to the bolt axis by frictional resistance acting between joining members, and tensile joining tries to transmit stress in the bolt axis direction. This is a so-called tensile type joining method.Furthermore, pressure bearing welding is similar to friction welding, in which shearing deformation occurs slightly when slip occurs in the initial stage of force application, and pressure bearing welding 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、特に摩擦接合方
式の高力ボルト接合部においては、母材と継手金具との
接合面の摩擦を得るため、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 bolted joint, particularly a frictional joint type high-strength bolted joint, in order to obtain friction at the joint surface between the base metal and the joint fitting, the joint surface between the base metal and the joint fitting is sufficient. By generating red rust or roughening by shot blasting, the specified slip coefficient (μ
= 0.45 or more) is obtained.

【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 black skin on the surface of a steel sheet by a grinder sanding machine or the like and leaving the polished surface in the air for about 2 to 3 weeks to generate red rust. Shot blasting is a method of forming the surface of a steel sheet roughly by shot blasting into a roughened state.

【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は、滑らないこと(μ=1.0)
が望ましいにもかかわらず、錆発生等によって所定の滑
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、摩擦ボルト接合に対する十分な抵抗
力(滑り耐力)が管理しにくい。又、摩擦を得るための
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 above-mentioned conventional high-strength bolt joint should not slip (μ = 1.0).
Although a desired slip coefficient is obtained due to the occurrence of rust, etc., the slip coefficient of the joint surface varies, and it is difficult to manage a sufficient resistance force (slip resistance) against friction bolt joining. In addition, both the method of generating red rust to obtain friction and the method of performing shot blasting are performed in the steel frame processing plant, but a crane, a grinder sander, and a shot blasting machine for moving the base material are required. At the same time, great effort is required. In particular, the occurrence of red rust has become a bottleneck in steel frame processing, since 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、継手金具のボルト孔の
周囲の接合面に刃状の突起を一体形成し、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
擦を得るための鉄骨加工工場における錆発生等の加工工
程を不要とし得る高力ボルト接合部用継手金具の提供を
目的とする。
Therefore, according to the present invention, a blade-shaped projection is integrally formed on the joint surface around the bolt hole of the joint fitting, and the blade-shaped projection is formed on the base material by tightening the base material and the joint fitting with a high-strength bolt. High-strength bolts that can consistently obtain the required slip strength by securely biting into the joint surface and that do not require a rusting or other machining process in a steel frame processing factory to obtain friction on the joint surface. The purpose is to provide a joint fitting for a joint.

【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、本発明の高力ボルト接合部用継手金具は、母材と高
力ボルトを用いて接合される接合面のボルト孔の周囲
に、1本の高力ボルトの締付力の影響が及ぶ範囲に亘っ
て凸部を一体形成し、この凸部に刃状の突起を形成した
ものである。
In order to solve the above-mentioned problems, a joint metal fitting for a high-strength bolt joining portion of the present invention has a base material and a high-strength bolt around a bolt hole of a joining surface to be joined, The convex portion is integrally formed over the range affected by the tightening force of one high-strength bolt, and the blade-like protrusion is formed on the convex portion.

【0008】[0008]

【作用】上記手段においては、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黒皮や防錆
塗料、亜鉛メッキを貫通して母材に確実に食い込ませら
れる。
In the above means, the blade-like projection penetrates the black skin, the rust preventive paint and the galvanizing and is surely bitten into the base material by tightening the base material and the joint fitting with the high-strength bolt.

【0009】凸部の大きさは、1本の高力ボルトの締付
力の影響が及ぶ範囲より若干小さくすることが好まし
く、このようにすることにより刃状の突起の食い込みを
完全なものとすることができる。又、凸部の形状は、上
記高力ボルトの締付力の影響の及ぶ範囲の関係上円形が
好ましいが、長円形、方形その他の形状であってもよ
い。凸部に形成される刃状の突起は、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。凸部は、3〜10mm
の高さ、特に5〜6mm前後の高さとすることが好まし
く、かつ、刃状の突起の高さは、1〜3mm程度とする
ことが好ましい。又、刃状の突起の間隔は、母材の黒皮
の強度を利用すべくその剥離等の損傷を生じさせないピ
ッチとすることが望ましい。母材は、黒皮のままあるい
は黒皮に防錆塗料を塗布したもの若しくは亜鉛メッキを
施したものでもよい。
It is preferable that the size of the convex portion is slightly smaller than the range in which the tightening force of one high-strength bolt affects, and by doing so, the cutting of the blade-shaped projection is completely completed. can do. The shape of the convex portion is preferably circular in terms of the range affected by the tightening force of the high-strength bolt, but may be oval, square, or any other shape. The blade-shaped protrusion formed on the convex portion may have a concentric shape centered on the bolt hole, a spiral shape, or a radial shape, or may have a plurality of linear shapes parallel to one direction. In the case of the former blade-shaped protrusion centering on the bolt hole, it is possible to obtain sliding resistance in all directions, and in the latter case of the blade-shaped protrusion forming a straight line parallel to one direction, the extension of the protrusion. It is possible to obtain the slip resistance in the direction perpendicular to the direction. The convex portion is 3 to 10 mm
Is preferably about 5 to 6 mm, and the height of the blade-like protrusions is preferably about 1 to 3 mm. Further, it is desirable that the interval between the blade-shaped projections be a pitch that does not cause damage such as peeling in order to utilize the strength of the black skin of the base material. The base material may be the black skin as it is, or the black skin may be coated with an anticorrosive paint or may be galvanized.

【0010】[0010]

【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は本発明の第1実施例の高力ボルト接
合部用継手金具である添板の斜視図である。この添板1
は、SS41その他これと同等以上の材料により矩形平
板状に形成され、後述するように、鉄骨構造材(母材)
と接合するための高力ボルトが挿通される複数のボルト
孔2が適宜ピッチで設けられている。そして、母材と接
合される接合面3における各ボルト孔2の周囲には、1
本の高力ボルトの締付力の影響が及ぶ範囲の大きさ、例
えば高力ボルト径16〜30mm、添板の板厚12mm
の場合、外径40〜90mm前後の大きさで円形の凸部
4が鋳造等により一体形成されており、この凸部4の上
面には、同心円状をなす刃状の突起5が鋳造又は機械加
工によって形成されている。この刃状の突起5は、断面
が二等辺三角形をなしており(頂角が70〜90°)、
母材の黒皮を損傷させないピッチを有すると共に、黒皮
等を貫通して母材に食い込むに十分な高さ、例えば1〜
3mmの高さを有している。上記構成の添板1は、図
2,図3及び図4に示すように、SS41、その他これ
と同等以上の材料からなり直線状に突き合わされた鉄骨
構造材(母材)6の端部間に跨がって両側に配置され、
そのボルト孔2及び鉄骨構造材6のボルト孔7を挿通し
た高力ボルト8によって締め付けられて鉄骨構造材6を
摩擦接合方式で接合するものであり、この高力ボルト8
の締め付けによって、各刃状の突起5は、黒皮等を貫通
して鉄骨構造材6に確実に食い込む。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view of an attachment plate that is a joint metal fitting for a high-strength bolt joint according to the first embodiment of the present invention. This plate 1
Is a rectangular flat plate made of SS41 or other material equivalent to or higher than SS41, and as described later, a steel frame structural material (base material).
Plural bolt holes 2 through which high-strength bolts for joining with are inserted at appropriate pitches. Then, 1 is provided around each bolt hole 2 on the joint surface 3 to be joined to the base material.
The size of the range affected by the tightening force of the high-strength bolt of the book, for example, the high-strength bolt diameter 16 to 30 mm, the plate thickness of the attached plate 12 mm
In this case, a circular convex portion 4 having an outer diameter of about 40 to 90 mm is integrally formed by casting or the like, and a concentric circular blade-shaped protrusion 5 is cast or machined on the upper surface of the convex portion 4. It is formed by processing. The blade-shaped projection 5 has an isosceles triangular cross section (vertical angle is 70 to 90 °),
It has a pitch that does not damage the black skin of the base material, and has a height sufficient to penetrate the black skin and bite into the base material, for example, 1 to
It has a height of 3 mm. As shown in FIG. 2, FIG. 3, and FIG. 4, the attachment plate 1 having the above-described configuration is made of SS41 and other materials equal to or higher than SS41, and between the end portions of the steel structure members (base materials) 6 that are linearly butted against each other. Placed on both sides across
The high-strength bolt 8 is inserted through the bolt hole 2 and the bolt hole 7 of the steel structure member 6 to join the steel structure member 6 by a friction welding method.
By tightening, the blade-shaped protrusions 5 penetrate the black skin or the like and surely bite into the steel structure member 6.

【0011】上記構成の添板1を用いた高力ボルト接合
部においては、同心円状をなす刃状の突起5が鉄骨構造
材6の接合面に黒皮等を貫通して確実に食い込み、全方
向の滑り耐力が得られるので、黒皮の剛性及び高力ボル
ト8の締付力を効率よく活用でき、かつ従来のように滑
り係数にバラツキを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、摩擦を得る
ために鉄骨加工工場で錆発生等の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。ここで、実験の結果、
刃状の突起5の高さを2〜3mm、ピッチ4〜6mmと
した場合、一方向の滑り係数は、μ=0.6〜0.65
であった。
In the high-strength bolt joint using the attachment plate 1 having the above-mentioned structure, the concentric blade-shaped projections 5 penetrate the joint surface of the steel structure member 6 through the black skin or the like to surely penetrate the joint surface. Since the sliding resistance in the direction can be obtained, the rigidity of the black leather and the tightening force of the high-strength bolt 8 can be efficiently used, and there is no variation in the slip coefficient as in the conventional case, and the required constant value can be obtained constantly. It is possible to obtain slip resistance, and it is not necessary to perform processing such as rust generation in a steel frame processing factory to obtain friction, and it is possible to easily and reliably perform on-site joining by high-strength bolt joining of a friction joining method. Here, the result of the experiment,
When the height of the blade-shaped protrusions 5 is 2 to 3 mm and the pitch is 4 to 6 mm, the slip coefficient in one direction is μ = 0.6 to 0.65.
Met.

【0012】図5及び図6は本発明の第2実施例及び第
3実施例の高力ボルト接合部用継手金具であるT形継手
及び連結金具の斜視図である。これらのT形継手9及び
連結金具10は、それぞれSS41その他これと同等以
上の材料によりT字状及びU字状に形成され、後述する
ように十字形又はH形の鉄骨構造材(母材)と接合する
ための高力ボルトが挿通される複数のボルト孔11,1
2がそれぞれ所要個所に適宜ピッチで設けられている。
そして、母材と接合されるそれぞれの接合面13,14
における各ボルト孔11,12の周囲には、1本の高力
ボルトの締付力の影響が及ぶ範囲の大きさの円形の凸部
15,16が鋳造等により一体形成されており、これら
の凸部15,16の上面には、互いに平行な複数条の直
線状をなす刃状の突起17,18が、鋳造又は機械加工
によって形成されている。これらの刃状の突起17,1
8は、断面が二等辺三角形をなしており(頂角が70〜
90°)、母材の黒皮等を損傷させないピッチを有する
と共に、黒皮等を貫通して母材に食い込むに十分な高さ
を有している。又、各刃状の突起17,18は、荷重の
伝達方向と直交する方向に延在されている。
FIG. 5 and FIG. 6 are perspective views of a T-shaped joint and a joint fitting which are joint fittings for a high-strength bolt joint according to the second and third embodiments of the present invention. The T-shaped joint 9 and the connecting fitting 10 are formed in a T-shape and a U-shape, respectively, using SS41 and other materials equal to or higher than SS41, and as described later, a cross-shaped or H-shaped steel frame structural material (base material). A plurality of bolt holes 11, 1 through which high-strength bolts for joining with
2 are provided at required positions at appropriate pitches.
Then, the respective joint surfaces 13 and 14 to be joined to the base material
Around each of the bolt holes 11 and 12 in the above, circular convex portions 15 and 16 having a size within a range in which the tightening force of one high-strength bolt is affected are integrally formed by casting or the like. Plural parallel linear blade-shaped projections 17 and 18 are formed on the upper surfaces of the convex portions 15 and 16 by casting or machining. These blade-shaped projections 17,1
No. 8 has an isosceles triangle in cross section (vertical angle 70-
90 °) and has a pitch that does not damage the black skin of the base material, and has a height sufficient to penetrate the black skin and bite into the base material. The blade-shaped protrusions 17 and 18 extend in a direction orthogonal to the load transmission direction.

【0013】上記構成のT形継手9及び連結金具10
は、図7及び図8に示すように、SS41その他これと
同等以上の材料からなり、柱材等として用いられる十字
形の鉄骨構造材(母材)19のT字部20における梁材
等として用いられるH形の鉄骨構造材21が接合される
外側(図8においては右側)と内側(図8においては左
側)とにT字部20を挟持するように配置され、それぞ
れのボルト孔11,12,22を挿通した高力ボルト2
3によって締め付けられて鉄骨構造材19,21を引張
接合方式で接合するものであり、この高力ボルト23の
締め付けによって、各刃状の突起17,18は、黒皮等
を貫通して鉄骨構造材19,21に確実に食い込む。上
記構成のT形継手9及び連結金具によれば、図7におい
て矢印24で示すように、鉄骨構造材21によって鉄骨
構造材19のT字部20に引張荷重が作用した場合、隣
り合うT字部20における連結金具10の刃状の突起1
8によって、矢印25方向の滑り耐力を生ずる他は、図
2のものとほぼ同様の作用効果が得られる。
The T-shaped joint 9 and the connecting fitting 10 having the above construction
As shown in FIG. 7 and FIG. 8, as a beam member or the like in the T-shaped portion 20 of the cross-shaped steel frame structure member (base material) 19 which is made of SS41 or other material equivalent to or higher than this and is used as a pillar member or the like. The H-shaped steel structure member 21 to be used is arranged so as to sandwich the T-shaped portion 20 between the outside (right side in FIG. 8) and the inside (left side in FIG. 8) to which the bolt holes 11, High-strength bolt 2 with 12 and 22 inserted
The steel-framed structural members 19 and 21 are joined together by a tension-joining method by being tightened by 3. By the tightening of the high-strength bolts 23, the blade-shaped projections 17 and 18 penetrate the black skin or the like to penetrate the steel-framed structure. Make sure to cut into the materials 19 and 21. According to the T-shaped joint 9 and the connecting fitting having the above-described configuration, when a tensile load acts on the T-shaped portion 20 of the steel frame structure material 19 by the steel frame structure material 21 as shown by an arrow 24 in FIG. The blade-shaped projection 1 of the connecting fitting 10 in the portion 20
8, the same operational effect as that of FIG. 2 can be obtained except that the slip proof strength in the direction of the arrow 25 is generated.

【0014】なお、上述した実施例においては、刃状の
突起5,17,18を有する添板1,T形継手9及び連
結金具10を摩擦接合方式及び引張接合方式の高力ボル
ト接合部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にも適用できる。
又、刃状の突起は、同心円状、一方向の直線状に限ら
ず、放射状、螺旋状その他の形状としてもよい。
In the embodiment described above, the attachment plate 1, the T-shaped joint 9 having the blade-shaped projections 5, 17 and 18 and the connecting metal fitting 10 are used as the high-strength bolt joints of the friction joining method and the tensile joining method. Although the case of application has been described, the present invention is not limited to this, and can be applied to a high-strength bolt connection portion of a bearing connection method.
Further, the blade-shaped projection is not limited to the concentric circle shape and the linear shape in one direction, but may be a radial shape, a spiral shape, or the like.

【0015】[0015]

【発明の効果】以上説明したように、本発明の高力ボル
ト接合部用継手金具によれば、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黒皮や防錆
塗料あるいは亜鉛メッキを貫通して母材に確実に食い込
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を生じるよう
なことはなく、定常的に法定以上の所要の滑り耐力を得
ることができると共に、摩擦を得るために鉄骨加工工場
で錆発生等の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。
As described above, according to the joint metal fitting for a high-strength bolt joint of the present invention, the blade-shaped protrusions are black skin or rust preventive paint due to the tightening of the base metal and the joint metal fitting with the high-strength bolt. Alternatively, it can penetrate the galvanization and penetrate into the base material securely, so that the tightening force of high-strength bolts can be used efficiently, and there is no variation in the slip coefficient as in the past, and there is a constant It is possible to obtain the required slip resistance higher than the legal requirement, and it is not necessary to perform processing such as rust generation at the steel frame processing factory to obtain friction, and it is possible to easily and reliably perform on-site joining by high strength bolt joining. .

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の第1実施例の高力ボルト接合部用継手
金具の斜視図である。
FIG. 1 is a perspective view of a high strength bolt joint fitting according to a first embodiment of the present invention.

【図2】図1に示す継手金具を用いた高力ボルト接合部
の断面図である。
FIG. 2 is a cross-sectional view of a high-strength bolt joint using the joint fitting shown in FIG.

【図3】図2の要部の拡大断面図である。3 is an enlarged cross-sectional view of a main part of FIG.

【図4】図2の要部の拡大平面図である。FIG. 4 is an enlarged plan view of a main part of FIG.

【図5】本発明の第2実施例の高力ボルト接合部用継手
金具の斜視図である。
FIG. 5 is a perspective view of a joint metal fitting for a high-strength bolt joint according to a second embodiment of the present invention.

【図6】本発明の第3実施例の高力ボルト接合部用継手
金具の斜視図である。
FIG. 6 is a perspective view of a joint metal fitting for a high-strength bolt joint according to a third embodiment of the present invention.

【図7】図5,図6に示す継手金具を用いた高力ボルト
接合部の斜視図である。
7 is a perspective view of a high-strength bolt joint using the joint fitting shown in FIGS. 5 and 6. FIG.

【図8】図7の要部の拡大断面図である。8 is an enlarged cross-sectional view of the main part of FIG.

【符号の説明】[Explanation of symbols]

1 添板 3 接合面 4 凸部 5 刃状の突起 6 鉄骨構造材(母材) 7 ボルト孔 8 高力ボルト 9 T形継手 10 連結金具 11 ボルト孔 12 ボルト孔 13 接合面 14 接合面 15 凸部 16 凸部 17 刃状の突起 18 刃状の突起 19 鉄骨構造材(母材) 21 鉄骨構造材(母材) 23 高力ボルト DESCRIPTION OF SYMBOLS 1 Addition plate 3 Joining surface 4 Convex part 5 Blade-shaped projection 6 Steel structure material (base material) 7 Bolt hole 8 High-strength bolt 9 T-joint 10 Connecting fitting 11 Bolt hole 12 Bolt hole 13 Joining surface 14 Joining surface 15 Convex Part 16 Convex part 17 Blade-shaped projection 18 Blade-shaped projection 19 Steel structure material (base material) 21 Steel structure material (base material) 23 High-strength bolt

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 母材と高力ボルトを用いて接合される接
合面のボルト孔の周囲に、1本の高力ボルトの締付力の
影響が及ぶ範囲に亘って凸部を一体形成し、この凸部に
刃状の突起を形成したことを特徴とする高力ボルト接合
部用継手金具。
1. A convex portion is integrally formed around a bolt hole in a joint surface where a base material and a high-strength bolt are joined together, over a range affected by the tightening force of one high-strength bolt. A joint metal fitting for a high-strength bolt joint, characterized in that a blade-like protrusion is formed on the convex portion.
JP04231363A 1992-08-06 1992-08-06 High-strength bolt joint fittings Expired - Fee Related JP3079337B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04231363A JP3079337B2 (en) 1992-08-06 1992-08-06 High-strength bolt joint fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04231363A JP3079337B2 (en) 1992-08-06 1992-08-06 High-strength bolt joint fittings

Publications (2)

Publication Number Publication Date
JPH0657828A true JPH0657828A (en) 1994-03-01
JP3079337B2 JP3079337B2 (en) 2000-08-21

Family

ID=16922451

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04231363A Expired - Fee Related JP3079337B2 (en) 1992-08-06 1992-08-06 High-strength bolt joint fittings

Country Status (1)

Country Link
JP (1) JP3079337B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008121896A (en) * 2004-06-07 2008-05-29 Honda Motor Co Ltd Fastening structure and manufacturing method of metal washer
US9143662B2 (en) 2012-09-14 2015-09-22 Panasonic Intellectual Property Management Co., Ltd. Frame fastening structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008121896A (en) * 2004-06-07 2008-05-29 Honda Motor Co Ltd Fastening structure and manufacturing method of metal washer
US9143662B2 (en) 2012-09-14 2015-09-22 Panasonic Intellectual Property Management Co., Ltd. Frame fastening structure

Also Published As

Publication number Publication date
JP3079337B2 (en) 2000-08-21

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