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JP2962954B2 - Friction welding structure of steel using high strength bolts - Google Patents
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JP2962954B2 - Friction welding structure of steel using high strength bolts - Google Patents

Friction welding structure of steel using high strength bolts

Info

Publication number
JP2962954B2
JP2962954B2 JP32623292A JP32623292A JP2962954B2 JP 2962954 B2 JP2962954 B2 JP 2962954B2 JP 32623292 A JP32623292 A JP 32623292A JP 32623292 A JP32623292 A JP 32623292A JP 2962954 B2 JP2962954 B2 JP 2962954B2
Authority
JP
Japan
Prior art keywords
steel
hardness
joint plate
friction
surface roughness
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.)
Expired - Lifetime
Application number
JP32623292A
Other languages
Japanese (ja)
Other versions
JPH06146427A (en
Inventor
暢芳 宇野
保美 志村
廣三 脇山
一朗 井上
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
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
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Application filed by Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP32623292A priority Critical patent/JP2962954B2/en
Publication of JPH06146427A publication Critical patent/JPH06146427A/en
Application granted granted Critical
Publication of JP2962954B2 publication Critical patent/JP2962954B2/en
Anticipated expiration legal-status Critical
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  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)

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、建築鉄骨構造物あるい
はその他の鉄骨構造物における鋼材の高力ボルトによる
摩擦接合構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a friction joining structure of a steel material in a building steel structure or another steel structure by using high-strength bolts.

【0002】[0002]

【従来の技術】従来、鉄骨構造物の高力ボルトによる摩
擦接合構造においては、鋼材の摩擦面は自然発生の赤錆
が標準になっており(建築学会JASS6参照)、施工
上のバラツキを考慮して、設計上は低いすべり係数値
(μ=0.45)に設定している。この改善策として、
(1)特開昭51−52336号公報により公表されて
いるように、鋼材の表面に特殊な塗装を施して高力ボル
トにより接合する方式、(2)特開平1−266309
号公報により公表されているように、鋼材の接合面にセ
ラミックのプラズマ溶射処理を施して、高力ボルトによ
り接合する方式が提案されている。
2. Description of the Related Art Conventionally, in a friction joining structure of a steel structure using high-strength bolts, a naturally occurring red rust has been standard on a friction surface of a steel material (see the Architectural Institute of Japan, JASS6). Therefore, a low slip coefficient value (μ = 0.45) is set in design. As a remedy,
(1) As disclosed in JP-A-51-52336, a method of applying a special coating to the surface of a steel material and joining with a high-strength bolt, (2) JP-A-1-266309
As disclosed in Japanese Patent Application Laid-Open Publication No. H10-209, there has been proposed a method in which a ceramic material is subjected to a plasma spraying process on a joining surface of a steel material and the steel material is joined with a high-strength bolt.

【0003】[0003]

【発明が解決しようとする課題】前記従来の赤錆を発生
させる場合は、施工上のバラツキが大きく、かつ施工品
質の管理が非常に困難である為、0.45よりも大きな
すべり係数値を接合部設計に用いることができないとい
う欠点がある。また従来提案されている前記(1)の接
合方式の場合は、鋼材に特殊な塗装を施す必要があるの
で、煩雑であり、さらに従来提案されている前記(2)
の接合方式の場合は、鉄骨加工工程中で新たな専用設備
を必要とするという欠点がある。そのため従来提案され
ている前記(1)(2)の接合方式は、何れも広く実施
されていない。本発明は、高力ボルトによる鋼材摩擦接
合部において新たな接合部構造を発明することにより、
前記課題の解決を図り、摩擦接合面の施工品質の安定性
の確保と高いすべり係数の確保を目的としたものであ
る。
In the case where the above-mentioned conventional red rust is generated, there are large variations in the construction and it is very difficult to control the construction quality. Therefore, a slip coefficient value larger than 0.45 is joined. There is a drawback that it cannot be used for part design. In the case of the previously proposed joining method (1), it is necessary to apply a special coating to the steel material, which is complicated, and furthermore, the conventionally proposed method (2).
Is disadvantageous in that a new dedicated facility is required during the steel processing step. Therefore, none of the previously proposed joining methods (1) and (2) have been widely implemented. The present invention invents a new joint structure in steel friction joints with high strength bolts,
An object of the present invention is to solve the above-mentioned problems and to secure the stability of the construction quality of a frictional joint surface and a high slip coefficient.

【0004】[0004]

【課題を解決するための手段】前述の問題を有利に解決
するために、本発明の高力ボルトによる鋼材摩擦接合構
造においては、高力ボルト1により締付けられて摩擦接
合される複数の鋼材のうち、一方の鋼材2における摩擦
面側の表面硬さおよび表面粗さを、他方の鋼材3におけ
る表面硬さおよび表面粗さよりも大きくする。また高力
ボルト1により締付けられて摩擦接合される鋼製母材4
と鋼製継手板5とのうち、その継手板5における少なく
とも摩擦面側の表面硬さおよび表面粗さを、母材4の表
面硬さおよび表面粗さよりも大きくすることによって
も、前述の問題を有利に解決することができる。なお、
本発明において表面粗さとは十点平均粗さRz(DI
N)をいう。
SUMMARY OF THE INVENTION In order to advantageously solve the above-mentioned problems, in a steel material friction joining structure using a high-strength bolt according to the present invention, a plurality of steel materials which are tightened by a high-strength bolt 1 and frictionally joined. Among them, the surface hardness and the surface roughness of the one steel material 2 on the friction surface side are made larger than the surface hardness and the surface roughness of the other steel material 3. Also, a steel base material 4 that is tightened by the high-strength bolt 1 and frictionally joined.
The above-mentioned problem is also caused by making the surface hardness and the surface roughness of the joint plate 5 at least on the friction surface side larger than the surface hardness and the surface roughness of the base material 4. Can be advantageously solved. In addition,
In the present invention, the surface roughness is the ten-point average roughness Rz (DI
N).

【0005】[0005]

【実施例】図1および図2は請求項1の発明の実施例を
示すものであって、H形断面の鋼製主梁6における側部
溝内に、主梁長手方向に直角な取付用鋼板からなる鋼材
2が、嵌入されて溶接により固着され、前記主梁6に直
角な方向に延長するH形断面の鋼製小梁7におけるウエ
ブからなる鋼材3の端部は、前記鋼材2に重合され、一
方の鋼材2における少なくとも摩擦面側の表面硬さおよ
び表面粗さは、他方の鋼材3における表面硬さおよび表
面粗さよりも大きく設定され、各鋼材2,3は、それら
にわたって挿通された複数の高力ボルト1により、高い
軸力で締付けられて接合されている。
1 and 2 show an embodiment of the invention according to the first aspect of the present invention. In the side groove of a steel main beam 6 having an H-shaped cross section, a mounting member perpendicular to the longitudinal direction of the main beam is provided. A steel material 2 made of a steel plate is inserted and fixed by welding, and an end of a steel material 3 made of a web in a steel beam 7 having an H-shaped section extending in a direction perpendicular to the main beam 6 is attached to the steel material 2. The surface hardness and the surface roughness of at least the friction surface side of one of the steel materials 2 are set to be larger than the surface hardness and the surface roughness of the other steel material 3, and each of the steel materials 2 and 3 is inserted therethrough. The plurality of high-strength bolts 1 are tightened and joined with a high axial force.

【0006】図3および図4は請求項2の発明の実施例
を示すものであって、鋼製柱8に、H形断面の鋼製仕口
梁からなる鋼製母材4Aの一端部が溶接により固着さ
れ、かつH形断面の鋼製主梁からなる鋼製母材4Bの端
部は、前記鋼製母材4Aの他端部に直列に配置され、各
鋼製母材4A,4Bにおけるウエブと各フランジとの両
面にわたって鋼製継手板5が重合され、各鋼製継手板5
と前記ウエブおよびフランジとにわたって挿通された高
力ボルト1により、鋼製母材4A,4Bと鋼製継手板5
とが、高い軸力で締付けられて接合されている。
FIGS. 3 and 4 show an embodiment of the second aspect of the present invention, in which one end of a steel base material 4A made of a steel connection beam having an H-shaped cross section is attached to a steel column 8. An end portion of a steel base material 4B fixed by welding and formed of a steel main beam having an H-shaped cross section is arranged in series with the other end portion of the steel base material 4A, and each steel base material 4A, 4B is provided. The steel joint plate 5 is superimposed on both sides of the web and each flange in
The steel base materials 4A and 4B and the steel joint plate 5 are fastened by the high-strength bolts 1 inserted through the web and the flange.
And are joined by being tightened with a high axial force.

【0007】鋼製柱8と鋼製仕口梁との接合隅部に、H
形断面の鋼製ブレース連結部材からなる鋼製母材4Cの
一端部が溶接により固着され、かつH形断面の鋼製ブレ
ースからなる鋼製母材4Dの端部は、前記鋼製母材4C
の他端部に直列に配置され、各鋼製母材4C.4Dにお
けるウエブと各フランジとの両面にわたって鋼製継手板
5が重合され、各鋼製継手板5と前記ウエブおよびフラ
ンジとにわたって挿通された高力ボルト1により、鋼製
母材4A,4Bと鋼製継手板5とが、高い軸力で締付け
られて接合されている。
[0007] At the joint corner between the steel column 8 and the steel connection beam, H
One end of a steel base material 4C formed of a steel brace connecting member having a H-shaped cross section is fixed by welding, and an end portion of a steel base material 4D formed of a steel brace having an H-shaped cross section is connected to the steel base material 4C.
Are arranged in series at the other end of each steel base material 4C. The steel joint plates 5 are superposed on both sides of the web and each flange in 4D, and the steel base materials 4A and 4B and the steel base materials 4A and 4B are formed by the high-strength bolts 1 inserted through each steel joint plate 5 and the web and flange. The joint plate 5 is fastened and joined with high axial force.

【0008】前記各鋼製継手板5における少なくとも摩
擦面側の表面硬さおよび表面粗さは、鋼製母材4A,4
B,4C,4Dの表面硬さおよび表面粗さよりも大きく
設定されている。
The surface hardness and surface roughness of at least the friction surface side of each steel joint plate 5 are determined by the steel base materials 4A, 4A.
B, 4C, and 4D are set to be larger than the surface hardness and the surface roughness.

【0009】前記一方の鋼材2および鋼製継手板5にお
ける摩擦面側の表面粗さは、通常、塗装前に行なってい
るブラストなどにより、任意の粗さに設定することがで
きるが、グリッドブラストを採用するのが望ましい。
The surface roughness on the friction surface side of the one steel material 2 and the steel joint plate 5 can be set to an arbitrary roughness by blasting or the like usually performed before painting. It is desirable to adopt.

【0010】他方の鋼材3および鋼製母材4A,4B,
4C,4Dにおける摩擦面表面粗さは、グライダー,シ
ョットブラスト,グリッドブラストなどにより、表面粗
さ40μ以上を確保できていればよい。
The other steel material 3 and steel base materials 4A, 4B,
The surface roughness of the friction surface in 4C and 4D may be at least 40 μm by glider, shot blast, grid blast or the like.

【0011】図5は、図7に示す接合部に関する調査結
果を示すものであり、前記鋼製母材4および鋼製継手板
5を用いて、鋼製母材4の摩擦面側の表面硬さをHv1
60程度、表面粗さを40μ程度として、鋼製継手板5
について鋼製母材の表面硬さに対する硬さ比を1.0,
1.3,1.7,2.0,2.5,3.0の6種類の硬
さの鋼材を対象とし、すべり係数と表面粗さとの関係を
調査した結果を示すものであって、前記鋼製継手板5の
表面硬さに関しては、表面粗さが40μ程度では、従来
の摩擦接合部と同程度のすべり係数(約0.45)しか
確保できない。しかし、前記鋼製継手板5の表面粗さを
上げることにより、すべり係数は大きくなり、ある表面
粗さに達すると一定値となることが判る。このすべり係
数が安定する表面粗さは鋼材の硬さにより異なるもの
の、表面粗さを120μ以上に上げることにより、いず
れの硬さにおいても、すべり係数を安定化させることが
できることが判る。たとえば、鋼製母材4に対する表面
硬さ比が2.5の鋼材を使用する場合は0.85のすべ
り係数を確保することが可能である。このように、各種
鋼材の硬さに応じて、安定した高いすべり係数を発現さ
せることが可能である。
FIG. 5 shows the results of a survey on the joints shown in FIG. 7. The steel base material 4 and the steel joint plate 5 are used to measure the surface hardness of the steel base material 4 on the friction surface side. Hv1
About 60, surface roughness of about 40μ, steel joint plate 5
The hardness ratio of the steel base metal to the surface hardness was 1.0,
It shows the results of investigating the relationship between the slip coefficient and the surface roughness for steel materials having six types of hardness of 1.3, 1.7, 2.0, 2.5, and 3.0, Regarding the surface hardness of the steel joint plate 5, when the surface roughness is about 40 μ, only a slip coefficient (about 0.45) which is almost the same as that of a conventional friction joint can be secured. However, it can be seen that increasing the surface roughness of the steel joint plate 5 increases the slip coefficient, and reaches a certain value when a certain surface roughness is reached. Although the surface roughness at which the slip coefficient is stable varies depending on the hardness of the steel material, it can be seen that the slip coefficient can be stabilized at any hardness by increasing the surface roughness to 120 μ or more. For example, when a steel material having a surface hardness ratio of 2.5 to the steel base material 4 is used, a slip coefficient of 0.85 can be secured. Thus, it is possible to develop a stable and high slip coefficient according to the hardness of various steel materials.

【0012】特に、前記鋼材2および鋼製継手板5につ
いて表面硬さ比が1.3以上の場合に表面粗さを70μ
以上に設定することにより、摩擦係数は0.6以上とな
り、従来の摩擦接合部よりも格段に性能を向上させるこ
とが可能である。また前記鋼材2および鋼製継手板5の
表面粗さの上限は約150μである。その理由は、それ
以上の表面粗さを確保しても、摩擦係数が大きくなら
ず、かつそれ以上の表面粗さを確保することは、工業的
に非常に困難となり不経済となるためである。
Particularly, when the surface hardness ratio of the steel material 2 and the steel joint plate 5 is 1.3 or more, the surface roughness is set to 70 μm.
With the above setting, the friction coefficient becomes 0.6 or more, and it is possible to significantly improve the performance as compared with the conventional frictional joint. The upper limit of the surface roughness of the steel material 2 and the steel joint plate 5 is about 150 μ. The reason is that even if a higher surface roughness is secured, the coefficient of friction does not increase, and it is extremely difficult and uneconomical to secure a higher surface roughness. .

【0013】図6は、前記鋼製継手板5の硬さに対する
前記鋼製部材4の硬さの比と、すべり係数に関して調査
した結果を示すものであって、前記鋼製継手板5に関し
ては、それらの表面硬さが前記鋼製部材4の表面硬さと
同じ場合、すべり係数が従来の場合と同程度(約0.4
5)が若干上昇するだけであるのに対して、表面硬さの
比を上げることにより、各種表面粗さにおいてもすべり
係数は向上することが判る。各種表面粗さに対して、前
記鋼製継手板5の硬さに対する前記鋼製部材4の硬さの
比を2.5以上とすることによりすべり係数は安定する
ことが判る。以上のことから、前記他方の鋼材3および
鋼製部材4の表面粗さ40μ程度とした場合、前記一方
の鋼材2および鋼製継手板5は、その表面を70μ以上
とし、前記一方の鋼材2および鋼製継手板5の硬さに対
する前記他方の鋼材3および鋼製部材4の硬さの比を
1.3倍以上とすることにより、従来の高力ボルト摩擦
接合部構造よりも性能が向上しすべり係数0.6以上を
確保することが可能である。また、前記他方の鋼材3お
よび鋼製部材4の表面粗さ40μ程度とした場合、前記
一方の鋼材2および鋼製継手板5は、その表面を120
μ以上とした場合や、前記一方の鋼材2および鋼製継手
板5の硬さに対する前記他方の鋼材3および鋼製部材4
の硬さの比を2.5倍以上とした場合には、すべり係数
を安定して確保することが可能であるが、それ以上の性
能向上は得られない。本発明による高力ボルトによる摩
擦接合部構造では、前記他方の鋼材3および鋼製部材
4、前記一方の鋼材2および鋼製継手板5の表面特性に
応じて、得られるすべり係数が異なることから、設計者
が必要とするすべり係数に応じて、表面粗さ70〜12
0μ、表面硬さ比1.3〜2.5倍の範囲で選択するこ
とができる。
FIG. 6 shows the results of investigation on the ratio of the hardness of the steel member 4 to the hardness of the steel joint plate 5 and the slip coefficient. When their surface hardness is the same as the surface hardness of the steel member 4, the slip coefficient is almost the same as that of the conventional case (about 0.4).
It can be seen that 5) increases only slightly, while increasing the surface hardness ratio improves the slip coefficient even with various surface roughnesses. It can be seen that the slip coefficient is stabilized by setting the ratio of the hardness of the steel member 4 to the hardness of the steel joint plate 5 to 2.5 or more for various surface roughnesses. From the above, when the surface roughness of the other steel material 3 and the steel member 4 is set to about 40 μ, the surface of the one steel material 2 and the steel joint plate 5 is set to 70 μ or more and the one steel material 2 By making the ratio of the hardness of the other steel member 3 and the steel member 4 to the hardness of the steel joint plate 5 1.3 times or more, the performance is improved as compared with the conventional high-strength bolt friction joint structure. It is possible to secure a slip coefficient of 0.6 or more. When the other steel member 3 and the steel member 4 have a surface roughness of about 40 μ, the one steel member 2 and the steel joint plate 5 have a surface of 120 μm.
μ or more, or the other steel material 3 and the steel member 4 with respect to the hardness of the one steel material 2 and the steel joint plate 5.
When the hardness ratio is 2.5 times or more, a stable slip coefficient can be ensured, but no further improvement in performance can be obtained. In the frictional joint structure using the high-strength bolt according to the present invention, the obtained slip coefficient differs depending on the surface characteristics of the other steel material 3 and the steel member 4 and the one steel material 2 and the steel joint plate 5. And a surface roughness of 70 to 12 depending on the slip coefficient required by the designer.
0 μ and a surface hardness ratio of 1.3 to 2.5 times.

【0014】前記一方の鋼材2および鋼製継手板5と、
前記他方の鋼材3および前記各鋼製母材4A〜4Dと
の、表面硬さの比は、1.3以上が必要であり、好まし
い範囲は1.3〜2.5程度である。前記表面硬さの比
を1.3以上に設定すると、従来の摩擦接合耐力(すべ
り係数=約0.45)よりも、性能が著しく改善され
る。また前記一方の鋼材2および鋼製継手板5の硬さ
を、前記他方の鋼材3および各鋼製母材4A〜4Dの硬
さの2.5倍以上にしても、すべり係数は、軟質の鋼材
3および各鋼製母材4A〜4Dの表面特性により支配さ
れ、それ以上の性能向上は得られない。したがって、前
記表面硬さ比の上限値は2.5が望ましい。
The one steel material 2 and the steel joint plate 5;
The ratio of the surface hardness between the other steel material 3 and each of the steel base materials 4A to 4D needs to be 1.3 or more, and a preferable range is about 1.3 to 2.5. When the ratio of the surface hardness is set to 1.3 or more, the performance is remarkably improved as compared with the conventional friction joining strength (slip coefficient = about 0.45). Further, even if the hardness of the one steel material 2 and the steel joint plate 5 is set to be 2.5 times or more of the hardness of the other steel material 3 and each of the steel base materials 4A to 4D, the slip coefficient is soft. It is governed by the surface properties of the steel material 3 and the steel base materials 4A to 4D, and further improvement in performance cannot be obtained. Therefore, the upper limit of the surface hardness ratio is desirably 2.5.

【0015】本発明に係る鋼材摩擦接合構造を構成する
高い表面硬さの鋼材2および鋼製継手板5としては、焼
き入れが可能な鋼を熱処理することにより硬さを高めた
もの、または高強度鋼、あるいは表層のみに硬さが高い
鋼板を備えている複層鋼板を使用することができる。さ
らにまた、鋼製継手板5として高硬度材を使用する場合
は、その継手板5の強度が大きいので、鋼製継手板5の
板厚を設計上削減することができる。
As the steel material 2 and the steel joint plate 5 having a high surface hardness constituting the steel material friction joining structure according to the present invention, a hardenable steel having a higher hardness by heat treatment or a high hardness is used. It is possible to use a high-strength steel or a multi-layer steel sheet provided with a steel sheet having high hardness only in the surface layer. Furthermore, when a high hardness material is used as the steel joint plate 5, the strength of the joint plate 5 is large, so that the thickness of the steel joint plate 5 can be reduced in design.

【0016】[0016]

【発明の効果】本発明によれば、高力ボルト1により締
付けられて摩擦接合される複数の鋼材のうち、一方の鋼
材2における少なくとも摩擦面側の表面硬さおよび表面
粗さを、他方の鋼材3における表面硬さおよび表面粗さ
よりも大きくするか、または高力ボルト1により締付け
られて摩擦接合される鋼製母材4と鋼製継手板5とのう
ち、その継手板5における少なくとも摩擦面側の表面硬
さおよび表面粗さを、母材4の表面硬さおよび表面粗さ
よりも大きくするので、簡単な手段によって、複数の鋼
材2,3または鋼製母材4と鋼製継手板5とを、高力ボ
ルト1によって強力にかつ確実に摩擦接合することがで
きる。その結果、高力ボルトによる摩擦接合部のコンパ
クト化が可能となり、低コスト化をはかることが可能で
ある。
According to the present invention, at least the surface hardness and the surface roughness of at least the friction surface side of one of the steel materials 2 are tightened by the high-strength bolt 1 and frictionally joined. At least the friction in the joint plate 5 of the steel base material 4 and the steel joint plate 5 that is larger than the surface hardness and surface roughness of the steel material 3 or that is friction-joined by being tightened by the high-strength bolt 1 Since the surface hardness and the surface roughness of the surface side are made larger than the surface hardness and the surface roughness of the base material 4, the plurality of steel materials 2 and 3 or the steel base material 4 and the steel joint plate are formed by simple means. 5 can be strongly and reliably friction-joined by the high-strength bolt 1. As a result, the frictional joint can be made compact by the high-strength bolt, and the cost can be reduced.

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

【図1】請求項1の発明の実施例に係る高力ボルトによ
る鋼材摩擦接合構造を示す側面図である。
FIG. 1 is a side view showing a steel material friction joining structure using a high-strength bolt according to an embodiment of the present invention.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】請求項2の発明の実施例に係る高力ボルトによ
る鋼材摩擦接合構造を示す側面図である。
FIG. 3 is a side view showing a steel material frictional joint structure using a high-strength bolt according to the embodiment of the second aspect of the present invention.

【図4】図3のB−B線断面図である。FIG. 4 is a sectional view taken along line BB of FIG. 3;

【図5】すべり係数と継手板および硬質鋼材の表面粗さ
との関係を示す図である。
FIG. 5 is a view showing a relationship between a slip coefficient and surface roughness of a joint plate and a hard steel material.

【図6】継手板または硬質鋼材の硬さを母材または軟質
鋼材の硬さにより除した値(表面硬さ比)とすべり係数
との関係を示す図である。
FIG. 6 is a view showing a relationship between a value obtained by dividing the hardness of a joint plate or a hard steel material by the hardness of a base material or a soft steel material (surface hardness ratio) and a slip coefficient.

【図7】高力ボルトによる鋼材摩擦接合構造の他の例を
示す斜視図である。
FIG. 7 is a perspective view showing another example of a steel material friction joining structure using high-strength bolts.

【符号の説明】[Explanation of symbols]

1 高力ボルト 2 鋼材 3 鋼材 4 鋼製母材 5 鋼製継手板 6 鋼製主梁 7 鋼製小梁 8 鋼製柱 DESCRIPTION OF SYMBOLS 1 High-strength bolt 2 Steel material 3 Steel material 4 Steel base material 5 Steel joint plate 6 Steel main beam 7 Steel beam 8 Steel column

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平1−268940(JP,A) 特開 平6−49913(JP,A) 特開 昭56−84186(JP,A) 特開 平5−331918(JP,A) 特開 平1−266309(JP,A) 特開 昭51−52336(JP,A) 特開 平4−237744(JP,A) 特開 平5−280102(JP,A) 特開 昭51−52628(JP,A) 実開 昭62−85602(JP,U) (58)調査した分野(Int.Cl.6,DB名) E04B 1/58 506 F16B 5/02 ──────────────────────────────────────────────────続 き Continuation of front page (56) References JP-A-1-268940 (JP, A) JP-A-6-49913 (JP, A) JP-A-56-84186 (JP, A) JP-A-5-84186 331918 (JP, A) JP-A-1-266309 (JP, A) JP-A-51-52336 (JP, A) JP-A-4-237744 (JP, A) JP-A-5-280102 (JP, A) JP-A-51-52628 (JP, A) JP-A-62-85602 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) E04B 1/58 506 F16B 5/02

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 高力ボルト1により締付けられて摩擦接
合される複数の鋼材のうち、一方の鋼材2における摩擦
面側の表面硬さおよび表面粗さを、他方の鋼材3におけ
る表面硬さおよび表面粗さよりも大きくした高力ボルト
による鋼材摩擦接合構造。
1. A surface hardness and a surface roughness of a friction surface side of one steel material 2 and a surface hardness and a surface hardness of a steel material 3 Steel friction joint structure using high-strength bolts larger than the surface roughness.
【請求項2】 高力ボルト1により締付けられて摩擦接
合される鋼製母材4と鋼製継手板5とのうち、その継手
板5における少なくとも摩擦面側の表面硬さおよび表面
粗さを、母材4の表面硬さおよび表面粗さよりも大きく
した高力ボルトによる鋼材摩擦接合構造。
2. Among the steel base material 4 and the steel joint plate 5 which are tightened and frictionally joined by the high-strength bolt 1, the surface hardness and the surface roughness of at least the friction surface side of the joint plate 5 are determined. And a steel material friction joining structure using high-strength bolts larger than the surface hardness and surface roughness of the base material 4.
JP32623292A 1992-11-12 1992-11-12 Friction welding structure of steel using high strength bolts Expired - Lifetime JP2962954B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32623292A JP2962954B2 (en) 1992-11-12 1992-11-12 Friction welding structure of steel using high strength bolts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32623292A JP2962954B2 (en) 1992-11-12 1992-11-12 Friction welding structure of steel using high strength bolts

Publications (2)

Publication Number Publication Date
JPH06146427A JPH06146427A (en) 1994-05-27
JP2962954B2 true JP2962954B2 (en) 1999-10-12

Family

ID=18185469

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32623292A Expired - Lifetime JP2962954B2 (en) 1992-11-12 1992-11-12 Friction welding structure of steel using high strength bolts

Country Status (1)

Country Link
JP (1) JP2962954B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6826874B2 (en) 1999-06-30 2004-12-07 Nippon Steel Corporation Buckling restrained braces and damping steel structures
JP5008453B2 (en) * 2007-05-08 2012-08-22 住友金属工業株式会社 High strength bolt friction joint using high strength steel
JP6461576B2 (en) * 2014-11-27 2019-01-30 株式会社竹中工務店 Building raising structure

Also Published As

Publication number Publication date
JPH06146427A (en) 1994-05-27

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