• 제목/요약/키워드: Welding Cost

검색결과 329건 처리시간 0.028초

고유 변형도법과 리메슁 기술을 접목한 블록의 역세팅 형상 예측기술 (Prediction Technology of Reverse Setting Block Shape with Inherent Strain Method and Re-meshing Technology)

  • 현충민;최한석;박창우;김성훈
    • 한국해양공학회지
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    • 제31권6호
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    • pp.425-430
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    • 2017
  • In order to reduce the cost of corrections and time needed for the block assembly process, the reverse setting method is applied for a back-heated block to neutralize deck deformation. The proper reverse setting shape for a back-heated block to correct deformation improved the deck flatness, but an excessive amount of reverse setting could inversely affect the flatness of the block. A prediction method was developed for the proper reverse setting shape using a back-heated block, considering the complex geometry of blocks, thickness of the deck plate, and thermal loading conditions such as welding and back-heating. The prediction method was developed by combining the re-meshing technique and inherent strain-based deformation analysis using the finite element method. Because the flatness deviation was decreased until the lower critical point and thereafter it tended to increase again, the optimum value for which the flatness was the best case was selected by repeatedly calculating the predefined reverse setting values. Based on this analysis and the study of the back-heating deformation of large assembly blocks, including the reverse setting shape, the mechanism for selecting the optimum reverse setting value was identified. The developed method was applied to the actual blocks of a ship, and it was confirmed that the flatness of the block was improved. It is concluded that the developed prediction method can be used to predict the optimum reverse setting shape value of a ship's block, which will reduce the cost of corrections in the construction stage.

황동제 온간단조용 금형제작과 환경친화형 작업장 개선에 관한 연구 (A Research on the improvement scheme for manufacturing bronze warm forging die through environment-friendly workshop)

  • 김세환
    • 한국산학기술학회논문지
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    • 제11권2호
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    • pp.420-425
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    • 2010
  • 온간단조(warm forging) 가공은 가공소재(Billet)를 $800^{\circ}C$ 정도로 가열하여 금형의 다이블록 임프레션(impression) 상면(上面)에 위치결정 시켜 단조하고 있는데, 이 단조가공 과정에서 산화스케일의 비산에 따른 작업자의 화상에 대한 위험도와 산화스케일이 다이블록의 임프레이션에 부착 되거나 열처리기술 미흡으로 금형수명(die life)을 단축시키며 다이블록 안에 분무하는 이형제는 유해먼지, 유해증기, 미스트, 퓸, 악취 등을 발생시켜 작업장 환경을 오염시킴으로써 직무기피 직종으로 분리되기 때문에 생산량 목표 달성에 큰 문제점으로 대두 되고 있다. 더욱이 다이블록의 임프레이션 마멸부위를 수리보수하기 위한 재생공법의 미흡으로 납기지연, 금형비 상승의 요인으로 나타나므로 이에 대한 재생공법 개선과 작업장의 공해물 제거장치의 개발이 요망되고 있다. 본 연구에서는 황동제 관 이음쇠의 온간단조가공에서 도출된 빌릿가열시 문제점, 금형재생 보수시 문제점, 제조원가의 상승요인 등을 외국의 기술과 비교하여 온간단조 금형제작방법개선, 금형재생보수공법 개선, 유해가스 제거장치를 도입하여 환경친화형 작업장 개선 등으로 문제점을 해결 하고자 하였다.

230KV 2회선승 111M 높이 철탑설계 (I) (강폭 12km인 Bangladesh Jamana강 횡단용) (The design of 111m high steel towers with 220kv double circuits crossing 12 km wide Bangladesh River)

  • 이재숙
    • 기술사
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    • 제15권4호
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    • pp.12-24
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    • 1982
  • East Parts of Bangladesh have been benifited by low cost energy generated by domestic natural gas but West parts where energy generated by imported fuel. Bangladesh Government authority has very much concerned to transmit the low cost electricity to the West from the East for past several years. To solve such concerns, cross-country 230kv double circuits Power transmission line was proposed, however there was a big obstacle for the realization of this line to cross the Jamuna river which has 12 km long width with a deep muddy river bed. A consultant engineering firm named Merz-Mclellan anyway finalized this plan and a world-wide bid was announced on June 31, 1979. Due to the expected difficulty to construct the towers on sea like area, only three construction groups have participated. including a Korean joint venture organization of Samsung-Korean Developement corporation-Kolon Electric Machinery company. After 3 months bid evaluation, contract was awarded to Korean Consosium and KEM Co was in charge of designing steel towers with anchor bolts and base plates beside to electrical engineering field. Then KEM Co have faced and over-comed many unenpected technical difficulties such as forced eccentricity joint on base plate, distorsion issue of 60mm thick plates welding, threading anchor bolts, tad heat treatment of some anchor bolts, disagreement from Consultant Engineer on multiplying factor of leg stresses for 45$^{\circ}$ wind and on reducing O.L.F for wind loads on cables for such 1220km long spans. After spending two years long period for designing and engineering towers, base plates, and anchor bolts, first shipment of tower was finally realized on Nov. 8, 1981 and on the other hand KDD has proceeded concrete caisson work on schedule at Jamuna river site and expected to complete tower erection and stringing of cables within this year of 1982 which was original completion target.

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3점 굽힘 하중 해석을 통한 금속 판재형 도어 임팩트 단면형상 최적설계 (Optimal Section Design for Metal Press Door Impact Beam Development by 3-Point Bending Analysis)

  • 김선용
    • 한국산학기술학회논문지
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    • 제20권7호
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    • pp.166-172
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    • 2019
  • 금속 일체형 판재 도어 임팩트 빔 개발을 위해 단면 형상의 최적설계를 진행하였다. 기존의 도어 임팩트는 충격을 흡수하는 강관과 양쪽에 브라켓을 용접하여 자동차에 설치하는 구조로 이루어졌다. 하지만, 브라켓을 설치하기 위한 용접작업은 생산성을 떨어뜨리고 생산단가를 증가시키는 과정이다. 이러한 단점을 극복하기 위해 일체형 판재 도어 임팩트 빔의 개발은 반드시 필요한 공정이다. 본 논문에서는 일체형 판재 도어 임팩트의 단면 형상을 수치해석의 방법으로 제안하는 연구를 진행하였다. 외부 충격에 대한 반력 하중 및 생산성을 고려하여 엔지니어의 직관적인 설계 형상 6가지에 대하여 수치해석을 진행하였다. 객관적인 비교를 위해 3점 굽힘 하중 실험을 모사하는 유한요소해석을 진행하였다. 형상과 치수가 상이한 6가지의 단면 형상 중 최적의 형상을 선정하고, 상세 설계를 위해 단면형상의 높이와 폭의 치수를 변화시키며 해석을 진행하였다. 이를 통해, 일체형 판재 도어 임팩트의 최적의 단면 형상을 제안하였다.

국내 크롬 및 그 화합물의 노출실태 및 노출기준 개정 제안 (Proposals to Revise the Occupational Exposure Limits for Aluminum in Korea)

  • 김승원;피영규;백용준;정태진;한정희
    • 한국산업보건학회지
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    • 제34권2호
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    • pp.166-178
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    • 2024
  • Objectives: The 12 occupational exposure limits(OELs) for chromium and its compounds in Korea were set by applying the American Conference of Governmental Industrial Hygienists (ACGIH) Threshold Limit Values (TLVs). However, this is significantly different from the TLVs after the existing TLVs were integrated and withdrawn in 2018, so it is necessary to review the revision. Methods: Various documents related to chromium OELs were reviewed, including the ACGIH TLV Documentations for chromium and its compounds. A field survey was conducted targeting workplaces handling chromium and its compounds. Based on this, a revised OELs were proposed and a socio-economic evaluation was conducted. Results: The OELs for chromium compounds in Korea was first enacted in 2002, and in 2007, the OELs for chromium (hexavalent) compounds (insoluble) was lowered from 0.05 mg/m3 to 0.01 mg/m3. In 2008, the OELs for strontium chromate was newly established as 0.0005 mg/m3, and in 2018, the OELs for calcium chromate was newly established as 0.001 mg/m3. Total chromium and hexavalent chromium were measured for each of 6 samples at 2 welding sites, 4 plating sites, and 2 spray coating sites. When omparing the average of the results measured by ICP, a total chromium analysis method, and the analysis results by IC, a hexavalent chromium analysis method, only workplace 4 was the same, and total chromium was evaluated more, and total chromium was evaluated at 0.0004 to 0.0027 mg/m3. And hexavalent chromium was evaluated as non-detection ~ 0.0014 mg/m3. Amendment ①: The exposure standard for hexavalent chromium is not divided into water soluble, insoluble, chromium ore processing, and other hexavalent chromium compounds, and is integrated into 0.01 mg/m3, which is the level of chromium (hexavalent) compound (insoluble)., OELs for chromium (metal) and chromium (trivalent) compounds are integrated into chromium (trivalent) compounds, and the exposure level is maintained. Amendment ②: As in the amendment ①, the OELs are integrated, but the level is lowered to 0.005 mg/m3, which is the OELs of OSHA, and there is a grace period of 4 years. Amendment ③: As in the amendment ①, the OELs are integrated, but the level is lowered to 0.0002 mg/m3, which is the exposure standard of ACGIH, and there is a grace period of 5 years. Conclusions: Amendment ①: The change in the OELs is insignificant, so the cost required is small, and the benefit/cost ratio is greater than 1, so there is no problem in applying the amendment. Amendment ②: In all scenarios except chromium 6(insoluble), the benefit/cost ratio is greater than 1, so it is thought that there will be no major problem in applying the amendment. Amendment ③: Since the benefit/cost ratio is less than 1 in all scenarios, it is thought that the total social benefit that can be obtained when applying the amendment is not large.

원자력발전소 주조 배관 용접부 위상배열 초음파검사 기술 개발 (Development of Phased Array Ultrasonic Testing Technique for Nuclear Power Plant Cast Piping Weld)

  • 윤병식;양승한;김용식
    • 한국압력기기공학회 논문집
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    • 제6권1호
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    • pp.16-22
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    • 2010
  • Cast austenitic stainless steel(CASS) is used in the primary cooling piping system of nuclear power plant for it's relative low cost, corrosion resistance and easy of welding. However, the coarse-grain structure of cast austenitic stainless steel can strongly affect the inspectability of ultrasonic testing. The major problems encountered during inspection are beam skewing, high attenuation and high background noise of CASS component. So far, the best inspection performance involving CASS components have been achieved using low frequency TRL(Transmitter/Receiver side-by-side L wave) angle beam probe. But TRL technique could not detect shallow defect and it contains an uncertainty for sizing capability. Currently, most of researchers are studying to overcome these challenge issue. In this study, low-frequency phased array TRL technique used to detect and sizing the flaws in CF8A cast austenitic stainless steel.As conclusion, we could detect and size not only axial flaw but also circumferential flaw using low frequency phased array technique.

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용접 구조물의 사용중 적합성 평가를 위한 잔류응력 해석절차 개발 (Development of Residual Stress Analysis Procedure for Fitness-For-Service Assessment of Welded Structure)

  • 김종성;진태은
    • 대한기계학회논문집A
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    • 제27권5호
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    • pp.713-723
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    • 2003
  • In this study, a state of art review of existing residual stress analysis techniques and representative solutions is presented in order to develope the residual stress analysis procedure for fitness-for-service (FFS) assessment of welded structure. Critical issues associated with existing residual stress solutions and their treatments in performing FFS are discussed. It should be recognized that detailed residual stress evolution is an extremely complicated phenomenon that typically involves material-specific ther-momechanical/metallurgical response, welding process physics, and structural interactions within a component being welded. As a result, computational procedures can vary significantly from highly complicated numerical techniques intended only to elucidate a small part of the process physics to cost-effective procedures that are deemed adequate for capturing some of the important features in a final residual stress distribution. Residual stress analysis procedure for FFS purposes belongs to the latter category. With this in mind, both residual stress analysis techniques and their adequacy for FFS are assessed based on both literature data and analyses performed in this investigation.

패밀리금형에서의 수지 유변학적 특성에 따른 가변러너의 성능 분석 (Perfomance analysis of variable runner according to materials rheological characteristics in family mold)

  • 최권일;박형필;차백순;이병옥;구본흥
    • Design & Manufacturing
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    • 제2권6호
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    • pp.23-27
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    • 2008
  • It is well known that the family-mold has an advantage to reduce the cost for production and mold. However, defects are frequently occurred by over packing the smaller volume cavity during molding, especially when the family-mold has a volumetric difference between two cavities. In this study, the cavity-filling imbalance was confirmed by the temperature and the pressure sensors, and a variable-runner system was developed for balancing the cavity-filling. Experiments of balancing the cavity filling was carried out in the family-mold with the variable-runner system, and balancing the cavity-filling was confirmed by changing the cross-sectional area of a runner in the variable-runner system with the temperature and pressure sensors. The influence of the injection speed to the balancing-capability of the variable-runner system was also examined in the experiment.

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DEVELOPMENT AND REPAIR OF LAMINATE TOOLS BY JOINING PROCESS

  • Yoon, Suk-Hwan;Na, Suck-Joo
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
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    • pp.402-407
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    • 2002
  • Laminate tooling process is a fast and simple method to make metal tools directly for various molding processes such as injection molding in rapid prototyping field. Metal sheets are usually cut, stacked, aligned and joined with brazing or soldering. Through the joining process, all of the metal sheet layers should be rigidly joined. When joining process parameters are not appropriate, there would be defects in the layers. Among various types of defects, non-bonded gaps of the tool surface are of great importance, because they directly affect the surface quality and dimensional accuracy of the final products. If a laminate tool with defects has to be abandoned, it could lead to great loss of time and cost. Therefore a repair method for non-bonded gaps of the surface is essential and has important meaning for rapid prototyping. In this study, a rapid laminate tooling system composed of a CO2 laser, a furnace, and a milling machine was developed. Metal sheets were joined by furnace brazing, dip soldering and adhesive bonding. Joined laminate tools were machined by a high-speed milling machine to improve surface quality. Also, repair brazing and soldering methods of the laminates using the $CO_2$ laser system have been investigated. ill laser repair process, the beam duration, beam power and beam profile were of great importance, and their effects were simulated by [mite element methods. The simulation results were compared with the experimental ones, and optimal parameters for laser repair process were investigated.

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Tensile response of steel/CFRP adhesive bonds for the rehabilitation of civil structures

  • Matta, F.;Karbhari, Vistasp M.;Vitaliani, Renato
    • Structural Engineering and Mechanics
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    • 제20권5호
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    • pp.589-608
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    • 2005
  • There is a growing need for the development and implementation of new methods for the rapid and cost-effective rehabilitation of deteriorating steel structural components to offset the drawbacks related to welding and/or bolting in the field. Carbon fiber reinforced polymer (CFRP) composites provide a potential alternative as externally bonded patches for strengthening and repair of metallic structural members for building and bridge systems. This paper describes results of an investigation of tensile and fatigue response of steel/CFRP joints simulating scenarios of strengthening and crack-patching. It is shown that appropriately designed schemes, even when fabricated with levels of inaccuracy as could be expected in the field, can provide significant strain relief and load transfer capability. A simplified elasto-plastic closed form solution for stress analysis is presented, and validated experimentally. It is shown that the bond development length remains constant in the linear range, whereas it increases as the adhesive is deformed plastically. Fatigue resistance is shown to be at least comparable with the requirements for welded cover plates without attendant decreases in stiffness and strength.