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JPH0781566B2 - Bolting method for steel materials - Google Patents
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JPH0781566B2 - Bolting method for steel materials - Google Patents

Bolting method for steel materials

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Publication number
JPH0781566B2
JPH0781566B2 JP15001089A JP15001089A JPH0781566B2 JP H0781566 B2 JPH0781566 B2 JP H0781566B2 JP 15001089 A JP15001089 A JP 15001089A JP 15001089 A JP15001089 A JP 15001089A JP H0781566 B2 JPH0781566 B2 JP H0781566B2
Authority
JP
Japan
Prior art keywords
nitrate
chloride
rusting
power source
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
JP15001089A
Other languages
Japanese (ja)
Other versions
JPH0314903A (en
Inventor
正登 山本
Original Assignee
株式会社ケミカル山本
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 株式会社ケミカル山本 filed Critical 株式会社ケミカル山本
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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Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、橋染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 <Field of Industrial Application> The present invention relates to an improvement in a friction joint construction method using high-tensile steel bolts used for bridge dyeing and connecting steel materials of steel frame structures.

〈従来の技術〉 橋染、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、従来のリベット工法や
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> In the field construction of bridge dyeing, general steel structures, etc., due to the recent trend of larger structures, special attention is required in the conventional rivet method and welding method. The joining method using high-tensile steel bolts is often used for important parts, and the amount of use is also 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摩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
めつけ後に於て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、通常はグラインダー処理若しくは
ショットブラスト,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。
In such a high-strength steel bolt joining method, the conventional rivet construction method transmits the joint stress by shearing the rivet, whereas the joining method using the high-tensile steel bolt makes a high-strength high-strength steel bolt yield point. Since the stress is transmitted by the frictional force generated by tightening up to the vicinity, the friction coefficient of the joint, which is an element of stress transmission, is an extremely important element. For this reason, regarding the handling of this type of bolted joint surface, in general, the presence of mill scale, excessive red rust, or coating film of paint will extremely reduce the friction coefficient, and eventually weaken the tightening strength, Since loosening is likely to occur even after tightening, regular re-tightening is required, so a method of removing mill scale, red rust, coating film, etc. is generally adopted by a grinder treatment or a blast treatment such as shot blasting or sand blasting. Has been done.

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
置して自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, since the complete bare metal surface that has been subjected to grinder treatment or blast treatment as described above has a smaller friction coefficient than the light red rust surface that is uniformly generated and adheres to the entire surface, it is usually the atmosphere after grinder or blast treatment. It is customary to leave it for a long period of time and wait for the red rust to spontaneously occur 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、従来から一部に於てはグラインダ
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 actual situation in the recent industry is that there is no choice but to drastically shorten the period from the production of the material to the tightening and assembly. A method of applying seawater or a solution of sodium chloride, ammonium chloride or the like to the subsequent surface to promote rusting is adopted, and the present inventor has also previously mentioned Japanese Patent Application No. 56-175929 and Japanese Patent Application No. 56-175929. With 175930, we proposed a method of applying ferric chloride or a solution of ferric chloride mixed with nitric acid or iron nitrate and a surfactant, and the friction coefficient above that specified by the Japan Society of Civil Engineers and the Architectural Institute of Japan It has been implemented effectively because it can be obtained.

〈発明が解決しようとする課題〉 然しながら、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、 1).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 conventional methods have the following serious drawbacks. That is, in the conventional method, 1). Since it is a method of applying the rusting solution to the surface of the joint, (a). There is no problem if the surface is in a horizontal position, but in the case of an upright surface or an inclined surface, the coating solution hangs down, and the lower part often rusts, but the upper part is liable to rust due to insufficient 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
にもむらが生じる欠点があった。また従来方法では、 2).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下で
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 are attached to the surface of the joining member due to bolt holes, etc., even if a temporary surfactant is added to the solution, the wettability is actually poor, uneven coating is possible, and uneven rust occurs. There was a drawback. In the conventional method, 2). (A) Because the mechanism of rusting is only due to the chemical reaction. It is governed by temperature conditions, especially in the low temperature of winter, rusting is slow and the quantity is insufficient, and in high temperature and outdoor work, the coating solution dries early and impairs the rusting effect. Sometimes.

(ロ).同じく、大気湿度の高低による発錆への影響が
大きい。
(B). Similarly, high and low atmospheric humidity greatly affect rusting.

(ハ).接合すべき鉄鋼材面を水平状態に且つ器物に接
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。(錆発生反応には大
気の酸素が不可欠であり、空気流通の悪い下面では発錆
が遅れ、上面は充分な空気中の酸素に触れて発錆が促進
されるものと考えられる。) (ニ).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、発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。
(C). When the steel surfaces to be joined are placed horizontally and in contact with an article or placed near the surface of the earth, the top surface rusts well and the bottom surface rust tends to be delayed. (It is considered that atmospheric oxygen is indispensable for the rust generation reaction, rusting is delayed on the lower surface where air circulation is poor, and rusting is promoted on the upper surface by contact with sufficient oxygen in the air.) ). Generally, the rusting phenomenon due to this type of chemical reaction has a slow reaction rate and requires several hours to ten and several hours for rusting, which causes inconvenience such as time constraint on bolting work.

〈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,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
手方法にある。
<Means for Solving the Problems> The present invention is proposed in view of the above-mentioned drawbacks of the known method, and the gist thereof is to the joint surface of a steel material to be joined by a bolting method, The steel material is connected to one pole of an AC power source or an anode of a DC power source, and the counter electrode connected to the other pole of each power source is coated with a cloth-like substance made of natural or synthetic fiber Impregnated with chlorides such as iron chloride, sodium chloride, ammonium chloride and potassium chloride, nitrates such as iron nitrate, sodium nitrate, ammonium nitrate and potassium nitrate, or an aqueous solution containing one or more of hydrochloric acid, sulfuric acid or nitric acid. In the state, the counter electrode is opposed to the current-carrying treatment, and then the joining member is bolted, whereby the steel material bolt joint method is provided.

〈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
ぜしめ、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
発錆現象が見られ、その後見る間に全面に緻密な錆の発
生が認められる。
<Operation> Generally, the rusting phenomenon of metal is promoted by the activation of the surface. In the method of the present invention, a anodic dissolution action is produced by direct current electrolysis or an alternating current electrolysis method using the material to be treated as an anode, the surface is rapidly activated, and oxidation by generator oxygen generated during electrolysis is performed. Since the effect exerts an extremely effective effect on the generation of rust, a rusting phenomenon is observed immediately after the electrolytic treatment, and dense rusting is observed on the entire surface during the subsequent observation.

尚、本発明方法では、電解槽を用いず、手動の対極に被
覆した布状物質に電解液を含浸せしめ、被処理材と対極
間に電解液層を形成せしめているので、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錆する。
In the method of the present invention, the electrolytic material is not used, and the cloth-like substance coated on the counter electrode is impregnated with the electrolytic solution to form the electrolytic solution layer between the material to be processed and the counter electrode. It is possible to perform electrolysis regardless of the horizontal, vertical, or inclination, and there is no unevenness of rusting due to liquid dripping.

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。
Further, even if oil adheres to the provisional material to be treated, the electrolytic degreasing action improves the wettability of the electrolytic solution, so that uneven rusting does not occur.

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10分以内)に発生せし
めることができ、鉄鋼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 not affected by temperature and humidity, and it is possible to generate a dense rust having good adhesion to the base material in an extremely short time (within 10 minutes at the latest). This makes it possible to perform bolting of steel materials at any time and place, at any time.

〈実 施 例〉 表面をグラインダー処理して黒皮を除去したSS41鋼板
(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材にて製作し、木綿布でこれを被
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。
これらの発錆処理を終了した標準試験片を高張力鋼ボル
ト(F10T)M20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> An SS41 steel plate (thickness: 19 mm; attached plate: thickness: 12 mm) whose surface was grinded to remove black skin was formed into standard test piece dimensions specified by JIS, and each joint surface was DC Was subjected to anodic electrolytic treatment. An iron nitrate aqueous solution (10% by weight) is used as the electrolytic solution, the counter electrode is made of SUS304 material, covered with a cotton cloth to impregnate the electrolytic solution, and slide on each of the joint surfaces. Then, when electricity was applied while being electrolyzed and the surface was subjected to electrolytic treatment (slowly sliding the same place several times), electrolytic degreasing action was applied to the surface, the wettability of the electrolytic solution was good, and uniform rusting was observed on the entire surface.
After tightening the standard test pieces that have undergone these rusting treatments with the high-tensile steel bolt (F10T) M20 to the prescribed torque value,
When the slip coefficient μ (friction coefficient) was calculated by applying tension with a tensile tester, 0.53 was obtained, which was a result sufficiently satisfying the specified value in the industry.

尚、直流電解に替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
酸の一種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。
When AC electrolysis was tried instead of DC electrolysis, almost the same results were obtained. In addition to the above, chlorides such as iron chloride, sodium chloride, ammonium chloride, and potassium chloride, nitrates such as iron nitrate, sodium nitrate, ammonium nitrate, and potassium nitrate, and one or two kinds of hydrochloric acid, nitric acid, and sulfuric acid as the electrolytic solution. Almost the same results as above could be obtained with the aqueous solution containing the above.

〈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
鋼材接手面の錆発生に当り、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 the electrochemical method is adopted for the occurrence of rust on the steel material joint surface by the bolting method, the method is not affected by the change of season and climate, and Regardless of whether the surface of the treated material is contaminated or the orientation of the surface, it is extremely dense and evenly rusts with good adhesion to the base material, even in an extremely short time. We have succeeded in easily realizing a bolt joint surface that can obtain the friction coefficient of, and it is very useful in the construction of the friction welding method using high-strength steel bolts of steel.

Claims (1)

【特許請求の範囲】[Claims] 【請求項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. The steel material is connected to one pole of an AC power source or to the anode of a DC power source, and is connected to the other pole of each power source, with respect to the joint surface of the steel material to be joined by a bolting method. The counter electrode is coated with a cloth-like substance made of natural or synthetic fiber, and this coating is coated with iron chloride, sodium chloride,
The counter electrode is impregnated with a chloride such as ammonium chloride or potassium chloride, a nitrate such as iron nitrate, sodium nitrate, ammonium nitrate or potassium nitrate, or an aqueous solution containing one or more of hydrochloric acid, sulfuric acid or nitric acid. A bolt joint method for a steel material, characterized in that the joint members are bolted after being opposed to each other and subjected to an electric current treatment.
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 JPH0314903A (en) 1991-01-23
JPH0781566B2 true 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)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7370518B2 (en) * 2019-11-07 2023-10-30 株式会社永井製作所 Method for promoting rust on joint surfaces of joint plates

Also Published As

Publication number Publication date
JPH0314903A (en) 1991-01-23

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