JP2667436B2 - High strength bolt friction joint structure of stainless steel structure - Google Patents

High strength bolt friction joint structure of stainless steel structure

Info

Publication number
JP2667436B2
JP2667436B2 JP63097358A JP9735888A JP2667436B2 JP 2667436 B2 JP2667436 B2 JP 2667436B2 JP 63097358 A JP63097358 A JP 63097358A JP 9735888 A JP9735888 A JP 9735888A JP 2667436 B2 JP2667436 B2 JP 2667436B2
Authority
JP
Japan
Prior art keywords
stainless steel
strength bolt
joining
joint structure
friction joint
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
JP63097358A
Other languages
Japanese (ja)
Other versions
JPH01268940A (en
Inventor
光一郎 計良
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
Application filed by Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP63097358A priority Critical patent/JP2667436B2/en
Publication of JPH01268940A publication Critical patent/JPH01268940A/en
Application granted granted Critical
Publication of JP2667436B2 publication Critical patent/JP2667436B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)
  • Paints Or Removers (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] この発明は、主として建築用構造骨組等の接合部に構
造に適用されるもので、互いに接合される接合部材ステ
ンレス鋼製のものである高力ボルト摩擦接合部構造に関
する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention is applied to a structure mainly at a joint portion of a structural frame of a building or the like, and a joining member made of stainless steel joined to each other. The present invention relates to a force bolt friction joint structure.

[従来の技術] 建築用構造骨組等の分野で行われている接合法、特に
現場接合法としては、リベット接合法、通常のボルトよ
りも2〜3倍の強度を有する高力ボルトを使用する高力
ボルト摩擦接合法、アーク溶接等の溶接法等が行われて
いるが、最近では現場施行性に優れていると同時に剛性
の高い接合部が得られることから、高力ボルト摩擦接合
法がその主流になっている。
[Prior art] As a joining method performed in the field of a structural frame for a building or the like, in particular, an in-situ joining method, a rivet joining method, a high-strength bolt having a strength two to three times that of a normal bolt is used. Welding methods such as high-strength bolt friction welding and arc welding have been used, but recently, high-strength bolt friction welding has been adopted because it has excellent on-site workability and high rigidity. It has become mainstream.

この高力ボルト摩擦接合法は、互いに重ね合わされた
複数の接合部材を高力ボルトを使用してその両側から強
く押付け、各接合部材の接合面間に生じる摩擦力によ
り、各接合部材間にすべりに対する抵抗力、すなわちす
べり耐力を発生せしめ、このすべり耐力を利用してボル
ト軸と直角の方向の応力に伝達する剪断型の接合方法で
ある。
This high-strength bolt friction welding method uses a high-strength bolt to strongly press a plurality of superimposed joining members from both sides thereof, and the frictional force generated between the joining surfaces of the joining members causes slippage between the joining members. This is a shearing type joining method that generates a resistance force, that is, a slip resistance, and transmits the stress in a direction perpendicular to the bolt axis using the slip resistance.

従って、この高力ボルト摩擦接合法においては、その
接合強度を向上させるために各接合部材の接合面間のす
べり係数を高くする必要があり、そのために各接合部材
の接合面に対して、 ショットブラスト、サンドブラスト、グリッドブラス
ト等で黒皮を除去する方法、 デスクグラインダー、サンダーグラインダー等で黒皮
を除去した後、発錆させる方法、 無機ジンク塗料を塗布する方法、 等の表面処理を行い、接合面のすべり係数の向上を図る
ことが行われている。
Therefore, in this high-strength bolt friction welding method, it is necessary to increase the slip coefficient between the joining surfaces of the joining members in order to improve the joining strength. Surface treatment such as removing black skin by blasting, sand blasting, grid blasting, removing black skin with a desk grinder, sander grinder, etc., applying inorganic zinc paint, etc. Attempts have been made to improve the surface slip coefficient.

ところで、近年、この建築用構造骨組等の分野におい
てもステンレス鋼の高耐蝕性や意匠性が着目され、この
ステンレス鋼を建築構造体に使用する考えがではじめて
きており、一部にその試みも始まっている。
By the way, in recent years, attention has been paid to the high corrosion resistance and designability of stainless steel even in the field of structural frames for buildings, and the idea of using this stainless steel for building structures has begun, and part of it has been attempted. Has also begun.

しかしながら、このステンレス鋼を建築構造体として
使用することは今だ一般的でなく、ステンレスボルトを
用いて支圧剪断型で使用して例はみられるが、高力ボル
トの軸と穴との間のクリアランスをほぼ零に近い値にま
で穴精度を高める必要があって現実的ではなく、また、
継手の伝達力があまり効果的でないのでよほど軽微な構
造物以外には適用し難いという難点があり、実質的には
建築基準法施行令第92条の2で規定されているようなす
べり係数0.45以上の値を満足するような接合部構造を達
成し得る適切で効率的な接合法は開発されていないのが
実情である。
However, the use of this stainless steel as an architectural structure is still uncommon, and there are cases where the stainless steel bolt is used in a bearing shearing type, but the distance between the shaft of the high-strength bolt and the hole is high. It is not realistic because it is necessary to improve the hole accuracy to a value close to zero, and
Since the transmission force of the joint is not very effective, it is difficult to apply it to structures other than very light structures. In practice, it has a slip coefficient of 0.45 as specified in Article 92-2 of the Enforcement Order of the Building Standards Act. The actual situation is that an appropriate and efficient joining method that can achieve a joint structure satisfying the above values has not been developed.

ところで、このステンレス鋼を用いた高力ボルト摩擦
接合法において、上述したような各接合部材の接合面の
すべり係数を向上させる方法を適用することも考えられ
る。しかしながら、ショットブラスト、サンドブラス
ト、グリットブラスト等で黒皮を除去する方法では、我
々の実験によると、すべり係数を0.45以上の値にするこ
とができない。また、デスクグラインダーやサンダーグ
ラインダー等で黒皮を除去して発錆させる方法は、当然
のことながら、このステンレス鋼製の接合部材について
は適用できない。
By the way, in this high-strength bolt friction joining method using stainless steel, it is conceivable to apply the above-described method of improving the slip coefficient of the joining surface of each joining member. However, according to our experiments, the method of removing black scale using shot blasting, sand blasting, grit blasting, or the like, cannot make the slip coefficient 0.45 or more. Further, the method of removing rust by using a desk grinder, a sander grinder, or the like to cause rust is, of course, not applicable to this stainless steel joining member.

[発明が解決しようとする課題] 従って、本発明の目的は、高力ボルト摩擦接合におい
て、その結合部材としてステンレス鋼製のものを使用
し、発錆がなくしかも剛性の高い接合部構造を提供する
ことにある。
[Problems to be Solved by the Invention] Accordingly, an object of the present invention is to provide a joint structure having high stiffness without rusting by using stainless steel as a joining member in high strength bolt friction joining. Is to do.

また、本発明の他の目的は、ステンレス構造体の高力
ボルト摩擦接合部構造において、ステンレス鋼の耐蝕性
を損なうことなく、接合面のすべり係数0.45以上を確保
し得る接合部構造を提供することにある。
Another object of the present invention is to provide a joint structure in which a high-strength bolt friction joint structure of a stainless steel structure can ensure a slip coefficient of a joint surface of 0.45 or more without impairing the corrosion resistance of stainless steel. It is in.

[課題を解決するための手段] すなわち、本発明は、ステンレス鋼製の複数の接合部
材を高力ボルトに使用して互いに摩擦接合した高力ボル
ト摩擦接合部構造であり、各接合部材の接合面間にステ
ンレス粉末を含有する塗膜層を介装させてなるステンレ
ス構造体の高力ボルト摩擦接合部構造である。
[Means for Solving the Problems] That is, the present invention is a high-strength bolt friction joint structure in which a plurality of stainless steel joining members are friction-joined to each other using high-strength bolts. It is a high-strength bolt friction joint structure of a stainless steel structure in which a coating layer containing stainless steel powder is interposed between the surfaces.

本発明において、その摩擦接合部構造を形成する接合
部材として使用できるステンレス鋼としては、例えばSU
S304、SUS430、SUS316等の鋼種を挙げることができ、互
いに接合される各接合部材についてはそれが互いに異な
る鋼種のものでもよいが、好ましくは同じ鋼種のもので
ある。
In the present invention, as the stainless steel that can be used as the joining member forming the friction joint structure, for example, SU
Steel types such as S304, SUS430, and SUS316 can be mentioned. The joining members to be joined to each other may be of different steel types, but are preferably of the same steel type.

また、互いに接合される各接合部材の接合面間に介装
される塗膜層中のステンレス粉末についても、上記接合
部材の場合と同様に、SUS304、SUS430、SUS316等の鋼種
を挙げることができ、接合部材を構成するステンレス鋼
と異なる鋼種のものでもよいが、耐蝕性の点から好まし
くは同じ鋼種のものを使用するのがよい。そして、この
ステンレス粉末の平均粒径については、通常0.1〜50μ
m、好ましくは1〜15μmであり、0.1μmより小さい
と十分なすべり係数、すなわち目標とする0.45以上を達
成することが難しく、反対に、50μmを越えると接合面
間で粒子の転がりが生じて緩みの原因になる虞が生じ
る。
Also, as for the stainless steel powder in the coating layer interposed between the joining surfaces of the joining members to be joined to each other, similarly to the case of the above joining members, SUS304, SUS430, steel types such as SUS316 can be mentioned. Although it may be a steel type different from the stainless steel constituting the joining member, it is preferable to use the same steel type from the viewpoint of corrosion resistance. And about the average particle size of this stainless steel powder, usually 0.1 ~ 50μ
m, preferably 1 to 15 μm, and if it is less than 0.1 μm, it is difficult to achieve a sufficient slip coefficient, that is, 0.45 or more as a target.On the contrary, if it exceeds 50 μm, rolling of particles occurs between bonding surfaces. There is a risk that loosening may occur.

そして、このようなステンレス粉末を含有する塗膜層
を各接合部材の接合面間に介装する方法については、簡
単に脱落しないように介装されていればそれが如何なる
方法であってもよいが、好ましくは、ステンレス粉末を
顔料とする塗料を互いに接合される各接合部材の接合面
のいずれか一方又は双方に塗布し、乾燥してステンレス
粉末含有の塗膜層を形成する。そして、この塗膜層を形
成するに際し、好ましくは、接合部材の接合面側にショ
ットブラスト又はグリッドブラスト等のブラスト処理あ
るいは例えば#36程度のデイスクサンダーによる粗面化
処理を施すのがよく、特にデイスクサンダーによる粗面
化処理の場合には形成される凹凸の筋が接合された各接
合部材間に作用する引張方向に対して直角方向に形成さ
れるようにようにするのが望ましい。
The method of interposing the coating layer containing the stainless steel powder between the joining surfaces of the joining members may be any method as long as it is interposed so as not to easily fall off. However, preferably, a coating material containing a stainless powder as a pigment is applied to one or both of the joining surfaces of the joining members to be joined to each other, and dried to form a coating layer containing the stainless powder. When forming the coating layer, it is preferable to perform a blasting process such as shot blasting or grid blasting or a surface roughening process using, for example, a disk sander of about # 36 on the joining surface side of the joining member. In the case of a surface roughening treatment using a disk sander, it is desirable that the uneven streaks to be formed are formed in a direction perpendicular to the tensile direction acting between the joined joining members.

また、このステンレス粉末を含有する塗膜層を形成す
るための塗料としては、好ましくは、分子内にSi−O結
合又はTi−O結合を有する高分子化合物の水、アルコー
ル等の有機溶剤あるいはこれらの混合溶剤の溶液又は懸
濁液をビヒクルとし、このステンレス粉末を顔料として
含有するものがよい。ここで、ビヒクルを構成するSi−
O結合又はTi−O結合を有する高分子化合物としては、
例えば、水ガラス、アルキルシリケートあるいはその部
分加水分解物、アルキルチタネートあるいはその部分加
水分解物等の1種又は2種以上の混合物を挙げることが
できる。なお、上記アルキルシリケートやアルキルチタ
ネートは、それ自体は単量体であって高分子化合物では
ないが、微量の水と反応すると部分的に加水分解し重合
して高分子化合物になるので、これらの物質を塗料組成
物として使用する際に水又はアルコール等の溶剤と共存
させると、この塗料組成物中では実質的に高分子化して
いると考えられる。
Further, as a coating material for forming a coating layer containing the stainless steel powder, preferably, water of a polymer compound having a Si-O bond or Ti-O bond in the molecule, an organic solvent such as alcohol or the like. It is preferable that the solution or suspension of the mixed solvent of is used as a vehicle and that the stainless powder is contained as a pigment. Here, the Si-
As a polymer compound having an O bond or a Ti-O bond,
For example, one or a mixture of two or more of water glass, an alkyl silicate or a partial hydrolyzate thereof, an alkyl titanate or a partial hydrolyzate thereof, and the like can be given. The above-mentioned alkyl silicate and alkyl titanate are themselves monomers and not high molecular compounds, but when partially reacted with a small amount of water, partially hydrolyze and polymerize to form a high molecular compound. When the substance is used together with a solvent such as water or alcohol when used as a coating composition, it is considered that the polymer is substantially polymerized in the coating composition.

この塗料の組成については、ステンレス粉末100重量
部に対してビヒクルが固形分換算で5〜50重量部、好ま
しくは15〜30重量部であり、5重量部より少ないと充分
な塗膜の密着力を発揮することが難しく、また、50重量
部より多いと、固化したビヒクルがガラス質であるため
にかえって亀裂が入り易くなる。
Regarding the composition of this paint, the vehicle is 5 to 50 parts by weight, preferably 15 to 30 parts by weight, in terms of solid content, based on 100 parts by weight of stainless steel powder. When the amount is more than 50 parts by weight, the solidified vehicle is vitreous, so that cracks are easily formed.

また、この塗料については、上記ステンレス粉末及び
ビヒクルのほかに、例えば均一性に優れた塗膜を速く硬
化させる目的で、通常の塗料に添加される分散剤、反応
性希釈剤、沈澱防止剤等の1種又は2種以上を必要に応
じて適宜添加することできる。さらに、このような塗料
を使用して各接合部材に塗膜層を形成する手段として
は、はけ塗り、スプレー塗布等の従来公知の手段を用い
ることができる。
In addition to the above-mentioned stainless steel powder and vehicle, for example, a dispersant, a reactive diluent, an anti-settling agent, etc. which are added to ordinary paints in order to quickly cure a coating film having excellent uniformity. One or more of these can be added as needed. Further, as means for forming a coating film layer on each joining member using such a paint, conventionally known means such as brushing and spraying can be used.

さらに、接合部材の接合面に形成される塗膜層の厚さ
については、乾燥後で20〜200μm、好ましくは50〜100
μmが適当である。膜厚が20μより薄いと十分なすべり
係数が得られず、反対に200μmより厚いと、応力がか
かった場合に塗膜層が圧潰し易くなって十分な摩擦耐力
が得られない。
Further, the thickness of the coating layer formed on the joint surface of the joint member is 20 to 200 μm after drying, preferably 50 to 100 μm.
μm is appropriate. If the film thickness is less than 20 μm, a sufficient slip coefficient cannot be obtained, while if it is more than 200 μm, the coating layer is easily crushed when a stress is applied, and a sufficient friction resistance cannot be obtained.

本発明の摩擦接合部構造を得るには、好ましくは上記
のようにしてその接合面に塗膜層が形成された各接合部
材を重ね合せ、高力ボルトとを使用して各接合部間を所
定の締付け力で締付ければよい。なお、この際に使用す
る高力ボルトとしては従来公知のものを適宜使用するこ
とができるが、この高力ボルトを無塗装で使用する場合
にはその耐蝕性の点から、好ましくはステンレス製のも
の、より好ましくは各接合部材やステンレス粉末と同じ
鋼種のステンレス製のものを使用するのがよい。また、
この際の締付け方法については、トルクコントロール方
式、ナット回転方式、これら両方式兼用方式等、従来公
知の方法を採用することができる。
In order to obtain the frictional joint structure of the present invention, it is preferable to superimpose the respective joining members having the coating layer formed on the joining surface as described above, and use a high-strength bolt to separate the respective joining portions. What is necessary is just to tighten with a predetermined tightening force. In addition, as the high-strength bolt used at this time, a conventionally known bolt can be appropriately used, but if this high-strength bolt is used without painting, it is preferably made of stainless steel from the viewpoint of its corrosion resistance. It is preferable to use one made of stainless steel of the same steel type as each joining member or stainless powder. Also,
As a tightening method at this time, a conventionally known method such as a torque control method, a nut rotation method, or a method combining both of them can be adopted.

[実施例] 以下、添付図面に示す実施例に基いて、本発明を具体
的に説明する。
[Examples] Hereinafter, the present invention will be specifically described based on examples shown in the accompanying drawings.

第1図及び第2図において、この発明の実施例にかか
るステンレス鋼(SUS304)製の柱1と梁部材2とからな
る建築構造体の高力ボルト摩擦接合部構造が示されてい
る。この高力ボルト摩擦接合部構造は、第2図に示すよ
うに、互いに接続される一方の接合部材を構成する柱1
の梁部1aと他方の接合部材を構成する梁部材2の両端部
間に跨ってその両側面側にステンレス鋼(SUS304)製の
側板3がそれぞれ添設され、これら一対の側板3とその
間に挟まれた梁部1a又は梁部材2とがワッシャ4を介し
て高力ボルト5a及びナット5bで締付けて形成されてい
る。
FIGS. 1 and 2 show a high-strength bolt frictional joint structure of a building structure including a column 1 and a beam member 2 made of stainless steel (SUS304) according to an embodiment of the present invention. This high-strength bolt friction joint structure is, as shown in FIG. 2, a column 1 which constitutes one joint member connected to each other.
Side plate 3 made of stainless steel (SUS304) is attached to both side surfaces of the beam member 1a and the beam member 2 constituting the other joining member, and the pair of side plates 3 and the side plate 3 are provided between them. The sandwiched beam portion 1a or beam member 2 is formed by tightening a high-strength bolt 5a and a nut 5b via a washer 4.

この実施例において、上記柱1の梁部1a、梁部材2及
び各側板3の接合面には、平均粒径8μmのステンレス
粉末(SUS304)100重量部に対しビヒクルとしてエチル
シリケートを固形分換算で25重量部配合して得られた染
料を塗布し乾燥して形成された塗膜層6a及び6b(乾燥後
膜厚50μm)が介装されている。
In this example, 100 parts by weight of stainless steel powder (SUS304) having an average particle size of 8 μm was used as a vehicle at the joint surface of the beam portion 1a of the pillar 1, the beam member 2, and each side plate 3 to convert ethyl silicate as a solid content. Coating layers 6a and 6b (film thickness after drying: 50 μm) formed by applying and drying a dye obtained by blending 25 parts by weight are interposed.

この実施例の高力ボルト摩擦接合部構造について、日
本建築学会発行「高力ボルト接合、設計施工指針」第54
頁に記載された試験方法に準拠し、スベリ係数の測定を
行った結果は、すべり係数μが0.58であり、剛性の高い
接合部構造であることが判明した。
Regarding the high-strength bolt friction joint structure of this example, "High-strength bolt joint, design and construction guideline" issued by Architectural Institute of Japan No. 54
As a result of measuring the slip coefficient according to the test method described on the page, it was found that the slip coefficient μ was 0.58 and the joint structure had high rigidity.

[発明の効果] 本発明のステンレス構造体の高力ボルト摩擦接合部構
造接合部構造は、ステンレス鋼の耐蝕性を損なうことな
く、接合面のすべり係数0.45以上を確保し得るものであ
り、発錆がなく意匠的に優れしかも剛性の高いものであ
り、特にステンレス鋼を必要とするような高腐蝕性環境
や高温腐蝕環境等における大型構造物、建造物、設備プ
ラント、橋梁、高速道路等に有用である。
[Effect of the Invention] The high-strength bolt friction joint structure of the stainless steel structure of the present invention can secure a slip coefficient of 0.45 or more at the joint surface without impairing the corrosion resistance of stainless steel. It is rust-free and has excellent design and high rigidity, especially for large structures, buildings, equipment plants, bridges, highways, etc. in highly corrosive environments such as those requiring stainless steel and high temperature corrosive environments. Useful.

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

第1図はこの発明の実施例にかかる柱と梁部材とからな
る建築構造体の高力ボルト摩擦接合部構造を示す斜視説
明図、第2図は第1図の高力ボルト摩擦接合部構造を具
体的に示す説明図である。 符号の説明 (1)……柱、(1a)……梁部(接合部材)、 (2)……梁部材(接合部材)、 (3)……側板(接合部材)、 (5a)……高力ボルト、 (5b)……高力ボルトのナット、 (6a)(6b)……塗膜層。
FIG. 1 is a perspective explanatory view showing a high-strength bolt friction joint structure of a building structure including columns and beam members according to an embodiment of the present invention, and FIG. 2 is a high-strength bolt friction joint structure of FIG. It is explanatory drawing which shows concretely. Description of reference numerals (1) ... pillar, (1a) ... beam part (joining member), (2) ... beam member (joining member), (3) ... side plate (joining member), (5a) ... High-strength bolt, (5b) …… High-strength bolt nut, (6a) (6b) …… Coating layer.

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】ステンレス鋼製の複数の接合部材を高力ボ
ルトを使用して互いに摩擦接合した高力ボルト摩擦接合
部構造であり、各接合部材の接合面間には、粒径0.1〜5
0μmのステンレス粉末100重量部に対して分子内にSi−
O結合又はTi−O結合を有する高分子化合物5〜50重量
部(固形分換算)を有する塗膜層を介装させたことを特
徴とするステンレス構造体の高力ボルト摩擦接合部構
造。
A high-strength bolt friction joint structure in which a plurality of joining members made of stainless steel are friction-joined to each other by using high-strength bolts.
For 100 parts by weight of 0 μm stainless steel powder, Si-
A high-strength bolted friction joint structure of a stainless steel structure, wherein a coating layer having 5 to 50 parts by weight (in terms of solid content) of a polymer compound having an O bond or a Ti-O bond is interposed.
【請求項2】塗膜層は互いに接合される各接合部材の接
合面のいずれか一方又は双方に形成されている請求項1
記載のステンレス構造体の高力ボルト摩擦接合部構造。
2. The coating layer is formed on either or both of the joint surfaces of the joint members to be joined to each other.
A high-strength bolt friction joint structure of the described stainless steel structure.
【請求項3】塗膜層中に含有されるステンレス粉末は各
接合部材を構成するステンレス鋼と同じ鋼種である請求
項1又は2記載のステンレス構造体の高力ボルト摩擦接
合部構造.
3. The high-strength bolted friction joint structure of a stainless steel structure according to claim 1, wherein the stainless steel powder contained in the coating layer is of the same steel type as the stainless steel constituting each joining member.
【請求項4】高力ボルト摩擦接合部の滑り係数が0.45以
上である請求項1ないし3のいずれかに記載のステンレ
ス構造体の高力ボルト摩擦接合部構造。
4. The high-strength bolt friction joint structure of a stainless steel structure according to claim 1, wherein the high-strength bolt friction joint has a slip coefficient of 0.45 or more.
【請求項5】接合部材の接合面には粗面化処理が施され
ており、ステンレス粉末を含有する塗膜層の厚さが20〜
200μmである請求項1〜4のいずれかに記載のステン
レス構造体の高力ボルト摩擦接合部構造。
5. The joining surface of the joining member is subjected to a roughening treatment, and the thickness of the coating layer containing the stainless steel powder is 20 to
The high-strength bolt friction joint structure of the stainless steel structure according to any one of claims 1 to 4, which has a thickness of 200 µm.
JP63097358A 1988-04-20 1988-04-20 High strength bolt friction joint structure of stainless steel structure Expired - Lifetime JP2667436B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63097358A JP2667436B2 (en) 1988-04-20 1988-04-20 High strength bolt friction joint structure of stainless steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63097358A JP2667436B2 (en) 1988-04-20 1988-04-20 High strength bolt friction joint structure of stainless steel structure

Publications (2)

Publication Number Publication Date
JPH01268940A JPH01268940A (en) 1989-10-26
JP2667436B2 true JP2667436B2 (en) 1997-10-27

Family

ID=14190274

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2667436B2 (en)

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Publication number Priority date Publication date Assignee Title
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Also Published As

Publication number Publication date
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