JPH0314903A - Iron and steel bolt jointing - Google Patents

Iron and steel bolt jointing

Info

Publication number
JPH0314903A
JPH0314903A JP15001089A JP15001089A JPH0314903A JP H0314903 A JPH0314903 A JP H0314903A JP 15001089 A JP15001089 A JP 15001089A JP 15001089 A JP15001089 A JP 15001089A JP H0314903 A JPH0314903 A JP H0314903A
Authority
JP
Japan
Prior art keywords
iron
steel
chloride
nitrate
rust
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
JP15001089A
Other languages
Japanese (ja)
Other versions
JPH0781566B2 (en
Inventor
Masato Yamamoto
正登 山本
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.)
Yamamoto Chemicals Inc
Original Assignee
Yamamoto Chemicals Inc
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 Yamamoto Chemicals Inc filed Critical Yamamoto Chemicals Inc
Priority to JP15001089A priority Critical patent/JPH0781566B2/en
Publication of JPH0314903A publication Critical patent/JPH0314903A/en
Publication of JPH0781566B2 publication Critical patent/JPH0781566B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To form fine rust having high adhesion uniformly on the surface of an iron and steel material so as to improve friction coefficient by opposing jointed surface of the iron and steel material to be jointed to an electrode whose cloth material is impregnated with liquid such as chloride, acid for making electrolytic process. CONSTITUTION:A cotton cloth is impregnated with aqueous iron nitrate solution to cover an electrode, and is made to slide over an iron and steel joint surface to be jointed thereto and the positive pole of a d.c. power supply is connected to an iron and steel material for making electrolytic process. It is thus possible to form fine rusting high adhesion uniformly on an iron and steel surface, thus providing higher friction coefficient than a prescribed one.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、橋梁や鉄骨建造物の鋼材連結に採用される高
張力鋼ボルトによる摩擦接手工法の改良に係る。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to an improvement in a friction welding method using high-strength steel bolts used for connecting steel members of bridges and steel frame buildings.

〈従来の技術〉 橋梁、一般鋼構造物等の現地施工に際しては、最近の傾
向として構造物の大型化に伴い、従来のりベットエ法や
溶接工法では特別の注意が必要なため、応力の集中する
重要な部分に対しては高張力鋼ボルトによる接合法が多
く採用され、その使用量もますます増加の傾向にある。
<Conventional technology> When constructing bridges, general steel structures, etc. on-site, with the recent trend of larger structures, the conventional gluing and welding methods require special attention, resulting in stress concentration. For important parts, high-tensile steel bolts are often used for joining, and the amount of bolts used is increasing.

このような高張力鋼ボルト接合法は、従来のリベット工
法がリベットのせん断によって接合部応力を伝達してい
るのに対し、高張力鋼ボルトによる接合法は高強度の高
張力鋼ボルトを降伏点付近まで締めつけることにより生
ずる摩擦力によって応力を伝えるものであるため、応力
伝達の要素となる接合部の摩擦係数は極めて重要な要素
となる。これがため、この種のボルト締め接合面の取扱
いについては,一般にミルスケールや過度の赤さび、或
は塗料の塗膜などが存在するとg擦係数を極度に低下さ
せることとなり、ひいては締めつけ強度を弱めたり、締
めつけ後に於でもゆるみを生じ易いため定期的な締め直
しを必要とするので5通常はグラインダー処理若しくは
ショツl・ブラスト.サンドブラストなどのブラスト処
理によりミルスケールや赤さび、塗膜などを除去する方
法が一般に採用されている。
This type of high-tensile-strength steel bolt joining method uses high-strength steel bolts to transfer stress at the yield point, whereas the conventional riveting method transmits joint stress by shearing the rivet. Since stress is transmitted by the frictional force generated by tightening the joints close to each other, the friction coefficient of the joint, which is an element of stress transmission, is an extremely important element. For this reason, when handling this type of bolted joint surface, the presence of mill scale, excessive red rust, or a coating of paint will greatly reduce the g-friction coefficient, which in turn may weaken the tightening strength. Since it is easy to loosen even after tightening, it requires periodic re-tightening, so it is usually treated with a grinder or by blasting. A commonly used method is to remove mill scale, red rust, paint film, etc. by blasting such as sandblasting.

しかし、叙上のようなグラインダー処理やブラスト処理
を施した完全な地金面は、全面均一に発生密着した軽度
の赤さび面に比べて摩擦係数が小さいため、通常はグラ
インダー若しくはブラスト処理施工後大気中に長期間放
置して目然に赤さびが発生するのを待ったうえで締めつ
け施工することが慣例となっている。
However, a complete bare metal surface that has been subjected to grinder or blast treatment as described above has a lower coefficient of friction than a lightly rusted surface that is uniformly adhered to the entire surface, so it is usually exposed to the atmosphere after grinding or blasting. It is customary to leave it inside for a long time and wait for visible red rust to develop before tightening it.

これに対し,最近の工業界に於ける実状としては、素材
の製作から締めつけ組立に至る期間を大巾に短縮せざる
を得ない状況にあり、従来から一部に於ではグラインダ
ー若しくはブラスト処理後の表面に対し海水若しくは塩
化ナトリウム、塩化アンモニウムなどの溶液を塗布して
発錆を促進させる方法が採用されており、また本発明者
もさきに特願昭56−175929ならびに特願昭56
−175930号をもって、塩化第二鉄か若しくは塩化
第二鉄に硝酸又は硝酸鉄と界面活性剤とを配合した溶液
を塗布する方法を提案し、土木学会や建築学会で規定さ
れた以上の摩擦係数が得られるため有効に実施してきた
On the other hand, the current situation in the industrial world is that the period from material production to tightening and assembly has been forced to be drastically shortened, and in some cases, grinding or blasting processing has traditionally been used. A method has been adopted to promote rusting by applying seawater or a solution of sodium chloride, ammonium chloride, etc. to the surface of the rust.
-175930, proposed a method of applying a solution of ferric chloride or ferric chloride mixed with nitric acid or iron nitrate and a surfactant, and the method has a friction coefficient higher than that specified by the Japan Society of Civil Engineers and the Architectural Institute of Japan. It has been implemented effectively because it provides the following benefits.

く発明が解決しようとする課題〉 然しなから、叙上の従来公知方法には次に述べる重大な
欠点があった。即ち、従来方法では、11.発錆用溶液
を接合部表面に塗布する方式であるため、 (イ).該表面が水平位置であれば問題ないが、立面或
は傾斜面の場合には塗布液が垂下って、下部はよく発錆
するが上部は液不足により錆が出にくい。
Problems to be Solved by the Invention However, the above-mentioned conventionally known methods have the following serious drawbacks. That is, in the conventional method, 11. (a) Because the method involves applying a rusting solution to the surface of the joint. There is no problem if the surface is in a horizontal position, but if the surface is vertical or sloped, the coating liquid will drip down and rust will often form on the lower part, but rust will not easily form on the upper part due to lack of liquid.

(ロ).接合部材面にはボルト穴明けなどにより油や汚
れが付着しているため,仮令界面活性剤を溶液に配合し
ても、実際には濡れ性が悪く、塗布むらができ,錆発生
にももらが生じる欠点があった。また従来方法では, 2)5発錆のメカニズムが化学反応のみによるものであ
るため、 (イ),温度条件に支配され,殊に冬季低温の条件丁で
は発錆が遅く、かつ量的にも不充分であり、また高温下
や屋外作業では塗布液が早期に乾燥して発錆効果を損う
ことがある。
(B). Since oil and dirt adhere to the surfaces of joint parts due to bolt holes, etc., even if a temporary surfactant is added to the solution, wettability is actually poor, uneven coating occurs, and rust is unlikely to occur. There was a drawback that this occurred. In addition, in the conventional method, (2) the mechanism of rust formation is solely due to chemical reactions; Moreover, when working at high temperatures or outdoors, the coating solution may dry prematurely, impairing the rusting effect.

(口).同じく、大気湿度の高低による発錆への影響が
大きい。
(mouth). Similarly, the level of atmospheric humidity has a large effect on rust formation.

(ハ).接合すべき鉄鋼材面を水平状態に且つ器物lこ
接し又は地表近くに置いた場合、上面の発錆がよく、下
面の発錆に遅れを生ずる傾向がある。
(c). When the steel surfaces to be joined are placed in a horizontal state and in contact with objects or near the ground surface, rust tends to develop more easily on the upper surface, and there is a tendency for rust to develop on the lower surface.

(蹟発生反応には大気の酸素が不可欠であり、空気流通
の悪い下面では発鎖が遅れ、上面は充分な空気中の酸素
に触れて発鎖が促進されるものと考スられる.) (二).一般にこの種化学反応による発錆現象は反応速
度が遅く、允錆に数時間乃至十数時間を要するため、ボ
ルト締め施工上時間の制約を余儀なくされるなどの不便
があった. <課題を解決するための手段〉 本発明は,上記公知方法の諸欠点に鑑みて提案するもの
で、その要旨とするところは、ボルト締め工法により接
合すべき鉄鋼材の接合部表面に対し、該鉄鋼材を交流電
源の一極若しくは直流電源の陽極に接続し、一方夫々の
電源の他の極に接続した対極には天然又は合成繊維より
なる布状物質を被覆したうえ、この被覆材に塩化鉄,塩
化ナトリウム.塩化アンモニウム,塩化カリウムなどの
塩化物か,硝酸鉄.硝酸ナトリウム,硝酸アンモニウム
2硝酸カリウムなどの硝酸塩か、塩酸、硫酸又は硝酸の
一種若しくは二種以上を配合した水溶液を含浸させた状
態で,該対極を対抗させて通電処理した後、接合部材を
ボルト締めすることを特徴とする鉄鋼材のボルト接手力
法にある。
(Atmospheric oxygen is indispensable for the reaction of cartilage formation, and it is thought that chain formation is delayed on the bottom surface where air circulation is poor, and that chain formation is accelerated on the top surface due to sufficient exposure to oxygen in the air.) ( two). Generally, the reaction rate of this kind of rusting caused by chemical reactions is slow, and it takes several hours to more than 10 hours for the rust to develop, resulting in inconveniences such as being forced to have time constraints when tightening bolts. <Means for Solving the Problems> The present invention is proposed in view of the drawbacks of the above-mentioned known methods. The steel material is connected to one pole of an AC power supply or the anode of a DC power supply, and the opposite pole connected to the other pole of each power supply is coated with a cloth-like substance made of natural or synthetic fiber, and this coating material is Iron chloride, sodium chloride. Chlorides such as ammonium chloride and potassium chloride, or iron nitrate. After being impregnated with an aqueous solution containing one or more of nitrates such as sodium nitrate, ammonium nitrate, and potassium nitrate, or one or more of hydrochloric acid, sulfuric acid, or nitric acid, the opposite electrodes are opposed and energized, and then the joining members are tightened with bolts. The bolt joint force method for steel materials is characterized by the following.

く作 用〉 一般に、金属の発錆現象は表面の活性化によって促進さ
れる。本発明方法においては,被処理材を陽極とする直
流電解、或は交流電解方式によって、陽極溶解作用を生
せしめ、該表面を速やかに活性化すると共に、電解時発
生する発生機の酸素による酸化作用によって錆発生に対
し極めて効果的な作用を及ぼすため、電解処理直後から
発蹟現象が見られ、その後見る間に全面に緻密な錆の発
生が認められる。
Effect> Generally, the rusting phenomenon of metals is promoted by surface activation. In the method of the present invention, an anodic dissolution effect is produced by direct current electrolysis or alternating current electrolysis using the material to be treated as an anode, rapidly activating the surface, and reducing oxidation by the oxygen generated during electrolysis. Because it has an extremely effective effect on rust formation, the phenomenon of rust formation is observed immediately after electrolytic treatment, and the formation of dense rust is observed over the entire surface.

尚、本発明方法では、電解槽を用いず、手動のので、被
処理材面の水平,立面或は傾斜に関係なく、電解を行う
ことが可能であると共に、液垂れによる錆発生のむらが
なく、通電しながら濡れた個所は極めて確実かつ均一に
発鎖する。
The method of the present invention does not use an electrolytic bath and is manual, so it is possible to perform electrolysis regardless of whether the surface of the material to be treated is horizontal, vertical, or sloped, and it also eliminates uneven rust formation due to dripping. Even when the current is applied, wet areas will be chained extremely reliably and uniformly.

更に,仮令被処理材に油が付着していても、電解脱脂作
用によって、電解液の濡れ性が向上し、発錆にむらを生
じない特長がある。
Furthermore, even if oil is attached to the material to be treated, the wettability of the electrolytic solution is improved by the electrolytic degreasing action, and rusting does not occur unevenly.

更に又、本発明は電気化学的方法であるから、当然なが
ら気温,湿度の影響を受けず、母材と密着性のよい緻密
な錆を、極めて短時間(遅くともlO分以内)に発生せ
しめることができ、鉄構材のボルト締め施工を時期,場
所を選ばず適時に実施可能とした。
Furthermore, since the present invention is an electrochemical method, it is naturally unaffected by temperature and humidity, and can generate dense rust with good adhesion to the base material in an extremely short time (within 10 minutes at the latest). This makes it possible to perform bolting work on steel structural members at any time and place.

〈実 施 例〉 表面をグラインダー処理して黒皮を除去したS541m
板(厚さ19mm.添え板は厚さ12mm)をJISに
定められた標準試験片寸法に形成したうえ、各接合面を
直流により陽極電解処理した.電解液には硝酸鉄水溶液
(10重量%)を使用し、対極はSUS304材にマ”
製作し、本綿布でこれを被覆して上記電解液を含浸させ
たうえ、上記各接合面上を摺動しつつ通電し、電解処理
したところ,(同一個所を数回ゆっくりと摺動)処理を
終えた面は電解脱脂作用を受けて電解液の濡れ性がよく
、均一に全面発錆を見た.これらの発鎖処理を終了した
標準試験片を高張力鋼ボルト(FIOTIM20にて所
定のトルク値まで締め付けた後、引っ張り試験機で張力
を負荷し、すべり係数μ(摩擦係数)を算出したところ
、0.53を得、充分業界の規定値を満足する結果を得
た。
<Example> S541m whose surface was treated with a grinder to remove black skin
A plate (19 mm thick; splint plate 12 mm thick) was formed to the standard test piece dimensions specified by JIS, and each joint surface was anodic electrolyzed using direct current. Iron nitrate aqueous solution (10% by weight) is used as the electrolyte, and the counter electrode is made of SUS304 material.
This was fabricated, covered with real cotton cloth and impregnated with the above electrolyte solution, and electrolytically treated by applying electricity while sliding on each of the above bonded surfaces (slide slowly over the same area several times). The surface that had undergone electrolytic degreasing had good wettability with the electrolyte, and rust appeared uniformly over the entire surface. After the standard test pieces that had been subjected to these chain-starting processes were tightened to a predetermined torque value using high-strength steel bolts (FIOTIM20), tension was applied using a tensile tester, and the slip coefficient μ (friction coefficient) was calculated. 0.53, which fully satisfies the industry standard value.

尚、直流電解に賛えて交流電解も試みたところ、ほぼ同
等の結果を得た。また、電解液とし.て上記の他、塩化
鉄,塩化ナトリウム,塩化アンモニウム,塩化カリウム
などの塩化物や、硝酸鉄,硝酸ナトリウム,硝酸アンモ
ニウム,硝酸カリウムなどの硝酸塩や、塩酸、硝酸、硫
酸の−14若しくは二種以上を配合した水溶液でも殆ん
ど前記同様の結果を得ることができた。
In addition to direct current electrolysis, we also tried alternating current electrolysis and obtained almost the same results. Also, as an electrolyte. In addition to the above, chlorides such as iron chloride, sodium chloride, ammonium chloride, potassium chloride, nitrates such as iron nitrate, sodium nitrate, ammonium nitrate, potassium nitrate, and -14 or two or more of hydrochloric acid, nitric acid, and sulfuric acid are mixed. Almost the same results as above could be obtained with the aqueous solution.

〈発明の効果〉 要するに本発明方法によれば、ボルト締め工法による鉄
鋼材接手面の蹟発主に当り、電気化学的方法を採用した
ので、季節,気候の変化に影響を受けることなく、かつ
被処理材の表面の汚染や表面の向きの如何を問わず,極
めて緻密にして母材との密着性のよい錆を均一に、然も
極く短時間に発生させ、土木,建築関係の規定以上の摩
擦係数が得られるボルト接手面を容易に実現することに
成功したもので、鉄鋼材の高張力鋼ボルトによる摩擦接
合工法の施工上甚だ有益である。
<Effects of the Invention> In short, according to the method of the present invention, since an electrochemical method is used to deal with the damage caused by the bolting method on the joint surfaces of steel materials, it is not affected by seasonal or climate changes, and Regardless of the surface contamination or surface orientation of the treated material, extremely dense rust with good adhesion to the base material is generated evenly and in a very short time, meeting civil engineering and construction regulations. We succeeded in easily realizing a bolt joint surface that can obtain the above friction coefficient, and it is extremely useful in the construction of friction welding methods using high-tensile steel bolts.

Claims (1)

【特許請求の範囲】[Claims] 1、ボルト締め工法により接合すべき鉄鋼材の接合部表
面に対し、該鉄鋼材を交流電源の一極若しくは直流電源
の陽極に接続し、一方夫々の電源の他の極に接続した対
極には天然または合成繊維よりなる布状物質を被覆した
うえ、この被覆材に塩化鉄、塩化ナトリウム、塩化アン
モニウム、塩化カリウムなどの塩化物か、硝酸鉄、硝酸
ナトリウム、硝酸アンモニウム、硝酸カリウムなどの硝
酸塩か、塩酸、硫酸または硝酸の一種若しくは二種以上
を配合した水溶液を含浸させた状態で、該対極を対抗さ
せて通電処理した後、接合部材をボルト締めすることを
特徴とする鉄鋼材のボルト接手方法。
1. Connect the steel materials to one pole of an AC power source or the anode of a DC power source to the surface of the joint of steel materials to be joined by bolting method, and connect the opposite electrode to the other pole of each power source. A cloth-like substance made of natural or synthetic fibers is coated, and this coating material is coated with chlorides such as iron chloride, sodium chloride, ammonium chloride, potassium chloride, nitrates such as iron nitrate, sodium nitrate, ammonium nitrate, potassium nitrate, or hydrochloric acid. A bolt joint method for steel materials, characterized in that the joining members are bolted after being impregnated with an aqueous solution containing one or more of sulfuric acid or nitric acid, and then energized with opposing electrodes.
JP15001089A 1989-06-12 1989-06-12 Bolting method for steel materials Expired - Lifetime JPH0781566B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15001089A JPH0781566B2 (en) 1989-06-12 1989-06-12 Bolting method for steel materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15001089A JPH0781566B2 (en) 1989-06-12 1989-06-12 Bolting method for steel materials

Publications (2)

Publication Number Publication Date
JPH0314903A true JPH0314903A (en) 1991-01-23
JPH0781566B2 JPH0781566B2 (en) 1995-08-30

Family

ID=15487507

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15001089A Expired - Lifetime JPH0781566B2 (en) 1989-06-12 1989-06-12 Bolting method for steel materials

Country Status (1)

Country Link
JP (1) JPH0781566B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021075747A (en) * 2019-11-07 2021-05-20 株式会社永井製作所 Method for accelerating rust development on bonding surface of splice plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021075747A (en) * 2019-11-07 2021-05-20 株式会社永井製作所 Method for accelerating rust development on bonding surface of splice plate

Also Published As

Publication number Publication date
JPH0781566B2 (en) 1995-08-30

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