JPS61143591A - Method for preventing generation of strain in welded structure during plating - Google Patents

Method for preventing generation of strain in welded structure during plating

Info

Publication number
JPS61143591A
JPS61143591A JP26269984A JP26269984A JPS61143591A JP S61143591 A JPS61143591 A JP S61143591A JP 26269984 A JP26269984 A JP 26269984A JP 26269984 A JP26269984 A JP 26269984A JP S61143591 A JPS61143591 A JP S61143591A
Authority
JP
Japan
Prior art keywords
plating
welded structure
during plating
deformation
strain
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.)
Pending
Application number
JP26269984A
Other languages
Japanese (ja)
Inventor
Yukio Kurihara
幸雄 栗原
Susumu Shimizu
進 清水
Shunji Yoshida
吉田 俊二
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP26269984A priority Critical patent/JPS61143591A/en
Publication of JPS61143591A publication Critical patent/JPS61143591A/en
Pending legal-status Critical Current

Links

Landscapes

  • Electroplating Methods And Accessories (AREA)
  • Coating With Molten Metal (AREA)

Abstract

PURPOSE:To prevent effectively the deformation of a welded structure under strain during plating by applying repeating load to the structure to relieve and uniformize the residual stress in the members. CONSTITUTION:Repeating load is applied about several times to a welded structure 1 to be plated approximately to the elastic limit by means of jacks 2 to relieve and uniformize the residual stress in the members. The load is controlled so that the structure 1 has the regular dimensions before plating. By this method, the deformation of the structure 1 during plating can be prevented without requiring equipment for carrying out stress relief annealing or other treatment.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は橋梁等の鉄骨溶接構造物を防錆のため鍍金する
際に発生する歪を防止する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method for preventing distortion that occurs when a welded steel structure such as a bridge is plated for rust prevention.

従来の技術 鋼橋の防錆方法としては防錆2ンキ塗布、耐候性鋼の使
用及び鍍金法がある。
Conventional rust prevention methods for steel bridges include antirust two-ink coating, use of weathering steel, and plating methods.

発明が解決しようとする問題点 溶接橋桁を金属鍍金により防錆処理した場合、溶接残留
応力が鍍金温度における応力バランスで再編成されると
同時に、応力変動分に相当する変形を生ずる。
Problems to be Solved by the Invention When a welded bridge girder is subjected to anti-rust treatment by metal plating, welding residual stress is reorganized by the stress balance at the plating temperature, and at the same time, deformation corresponding to the stress fluctuation occurs.

この変形は鍍金直前における残留応力の分布に一次的に
関係する。また被鍍金材である橋桁の鍍金バスへの投入
時に生ずる部材の温度勾配にも二次的に関係するが、前
者の影響度の方が主体をなしている。
This deformation is primarily related to the distribution of residual stress immediately before plating. It is also secondarily related to the temperature gradient of the bridge girder, which is the material to be plated, that occurs when it is put into the plating bath, but the former is the main influence.

よって、現在まで、上記変形を軽減させる方法として、
溶接方法、順序ま皮は溶接後の歪取り等により、部材の
残留応力及びその分布が鍍金後の変形に及ぼす影響につ
いて実験がなされ、報告されているが、解決をみていな
い。
Therefore, until now, as a method to reduce the above deformation,
Experiments have been conducted and reported on the effects of residual stress and its distribution on the deformation after plating through welding methods and ordering, such as removing strain after welding, but no solutions have been found.

これは、部材の溶接継手が完全にシンメトリカルになっ
ていないこと、単−継手内においても溶接方向に起因、
する残留応力の不均一分布等により、鍍金時の応力再編
成による変形防止が完全になくなるような残留応力均一
性及び部材内における対称性を溶接構造物に期待するこ
とは現実として不可能のためであると考えられる。
This is due to the fact that the welded joints of the members are not completely symmetrical, and the welding direction even within a single joint.
Due to uneven distribution of residual stress, etc., it is actually impossible to expect welded structures to have residual stress uniformity and symmetry within the member that completely eliminates deformation prevention due to stress reorganization during plating. It is thought that.

問題点を解決する九めの手段 本発明は、鍍金に先立って溶接構造物に繰返し歪を与え
、部材内の残留応力そのものを軽減させることによって
、鍍金による高温変形を防止するも、のである。
Ninth Means for Solving the Problems The present invention prevents high-temperature deformation caused by plating by applying repeated strain to the welded structure prior to plating and reducing the residual stress itself within the member.

作用 溶接構造物に弾性限界近くまでの数回程度の歪を与える
ことにより、鍍金時の変形に悪影響を与える残留応力を
除去する。
By applying strain to the welded structure several times to near its elastic limit, residual stress that adversely affects deformation during plating is removed.

実施例 第1図に示すように、鍍金されるべき溶接構造物1にジ
ヤツキ2等で弾性限界近くまで数回程度の繰返し荷重を
加える。このようにして溶接時の残留応力が軽減かつ均
一化される。
EXAMPLE As shown in FIG. 1, a welded structure 1 to be plated is repeatedly loaded several times with a jack 2 or the like until it approaches its elastic limit. In this way, residual stress during welding is reduced and made uniform.

繰返し負荷後の構造物形状は正規寸法が確保されるよう
荷重コントロールされる。
After repeated loading, the structure is subjected to load control to maintain regular dimensions.

発明の効果 応力除去焼鈍法で必要とするような大形焼鈍炉を設置す
る必要がない。
Effects of the Invention There is no need to install a large annealing furnace as required in the stress relief annealing method.

溶接残留応力が軽減かつ均一化されるので鍍金時に発生
する変形が防止される。
Since welding residual stress is reduced and made uniform, deformation that occurs during plating is prevented.

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

第1図は本発明溶接構造物の鍍金時歪発生防止法の実施
例を示す概略図である。 1・・・溶接構造物   2・・・ジヤツキ復代理人 
 弁理士  岡 本 重 文外3名
FIG. 1 is a schematic view showing an embodiment of the method for preventing distortion during plating of a welded structure according to the present invention. 1...Welded structure 2...Jayatsuki sub-agent
Patent attorney: Shige Okamoto (3 persons)

Claims (1)

【特許請求の範囲】[Claims] 溶接構造物を鍍金するに際し、予じめ該溶接構造物に、
鍍金時に発生する歪変形と同様な変形荷重を加え、残留
応力を軽減及び均一化したのち鍍金することによつて鍍
金時に発生する変形を防止することを特徴とする溶接構
造物の鍍金時歪発生防止法。
When plating a welded structure, the welded structure is coated with
Strain generation during plating of a welded structure characterized by applying a deformation load similar to the strain deformation that occurs during plating to reduce and equalize residual stress and then plating to prevent deformation that occurs during plating. Prevention method.
JP26269984A 1984-12-14 1984-12-14 Method for preventing generation of strain in welded structure during plating Pending JPS61143591A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26269984A JPS61143591A (en) 1984-12-14 1984-12-14 Method for preventing generation of strain in welded structure during plating

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26269984A JPS61143591A (en) 1984-12-14 1984-12-14 Method for preventing generation of strain in welded structure during plating

Publications (1)

Publication Number Publication Date
JPS61143591A true JPS61143591A (en) 1986-07-01

Family

ID=17379364

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26269984A Pending JPS61143591A (en) 1984-12-14 1984-12-14 Method for preventing generation of strain in welded structure during plating

Country Status (1)

Country Link
JP (1) JPS61143591A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05255735A (en) * 1992-03-11 1993-10-05 Nippon Steel Corp Improvement of fatigue strength of weld zone of rail
WO2002097153A1 (en) * 2001-05-25 2002-12-05 E Tech Incorporated Method of hot-dip galvanizing i-shaped structural member
KR20030088988A (en) * 2002-05-15 2003-11-21 이형훈 method for removing residual deformation of steel to make the steel behave elastically

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05255735A (en) * 1992-03-11 1993-10-05 Nippon Steel Corp Improvement of fatigue strength of weld zone of rail
WO2002097153A1 (en) * 2001-05-25 2002-12-05 E Tech Incorporated Method of hot-dip galvanizing i-shaped structural member
KR20030088988A (en) * 2002-05-15 2003-11-21 이형훈 method for removing residual deformation of steel to make the steel behave elastically

Similar Documents

Publication Publication Date Title
Miller et al. Cumulative damage laws for fatigue crack initiation and stage I propagation
CN112080292B (en) Symmetrically-hoisted furnace protection iron part protection plate, furnace column structure and installation method
US4006523A (en) Method of producing a pre-stressed beam of steel and concrete
JPS61143591A (en) Method for preventing generation of strain in welded structure during plating
US2985264A (en) Form supporting girder
DE2643011C2 (en) Prestressed and lined pressure vessel made of cast iron
JP2744674B2 (en) Crack growth suppression method
CN104481148B (en) A kind of ultralong thin walled color steel roofing construction method
US1660960A (en) Flexible stay bolt and method of making
CN208870429U (en) A kind of building structure strengthening steel strand wires rest
JPS637357A (en) Manufacture of steel wire for spring
SU125993A1 (en) The method of strengthening machine parts
KR100260675B1 (en) The construction method of multi-span preflex composite bridge
SU599114A1 (en) Method of loading wire ropes
JPS6411708B2 (en)
NL8403010A (en) MECHANICAL PROCESS FOR THE RELIEF OF TENSIONS.
DE874009C (en) Process for the heat treatment of workpieces made of structural steel
CN117988565A (en) Steel beam hoisting construction method
JPH10111385A (en) Handling method of equipment in nuclear reactor pressure vessel
JPS5996358A (en) Construction of steel structural roof or upper stair floor
KR960010907B1 (en) Construction method of p.c. concrete beam
DE2339711A1 (en) HANGING DEVICE FOR WORKPIECES DURING TREATMENT IN AN ELECTRIC GLIME DISCHARGE
JP2703164B2 (en) Rust prevention method for PC steel strands
Schmidtmann et al. Influence of Compressive Stresses on the Transformation Behaviour During Quenching of Heavy Forgings of Steel 21 CrMoV 511
SU1509410A1 (en) Method of removing residual stresses in metal parts