• 제목/요약/키워드: Paper ash

검색결과 685건 처리시간 0.037초

The Role of Charge and Retention in Effective Wet End Management

  • Rantala, T.;Nokelainen, J.;Ojala, T.;Sopenlehto, Taina
    • 펄프종이기술
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    • 제32권5호
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    • pp.44-53
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    • 2000
  • The development of paper machines, increasing machine speeds with new, mostly low basis weight and/or high ash content paper grades, as well as the fact that several trends regarding process items have increased the sensitivity of papermaking. At the same time, papermakers are looking for flexibility in the production line. We can say that with all PMs, the biggest benefits with the lowest capital spending can be achieved by focusing on improved wet end management. In order to manage wet end chemistry on a paper machine, our goal is to control subprocesses through which we can influence the operation of the entire wet end with maximum effect. Key measurements and controls are - white water consistency control which is the most effective way to control retention. - charge demand measurement and control which takes care of concentration of the anionic material entering to PM. - ash measurements and controls which are deeply related to retention and paper quality. This paper presents and concentrates to two of these key controls: retention and charge. The purpose of charge control is to give the process control the tools to react to changes caused by amount of dissolved and colloidal material incoming to wet end system. It is called coagulation or fixing control. Retention control is then taking care of retention aid flow to the process by responding any changes seen in white water consistency. It is called flocculation control. Each of these solutions separately, and even more effectively all together, stabilize the wet end operations and so greatly improve the produced paper quality and machine runnability. Practical results will be presented and they are referring to the latest mill cases. We have developed the first wet end measuring system in the late 1980s and control solutions based on this modern measuring technology were completely updated in 1990s. This paper introduces the principle, operation, and results of our unique wet end analyzers (retention and charge) which are at the level of automation solutions as a part of paper machine quality control. Especially our newest member of the platform, on-line charge analyzer has reached and set new standards to the on-line charge monitoring.

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황산나트륨 첨가제에 따른 플라이애시 기반 지오폴리머의 미세구조 및 강도 특성 (Microstructure and Strength of Class F Fly Ash based Geopolymer Containing Sodium Sulfate as an Additive)

  • 전유빈;오재은
    • 콘크리트학회논문집
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    • 제27권4호
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    • pp.443-450
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    • 2015
  • 본 연구에서는 플라이애시 기반 지오폴리머에 황산나트륨을 첨가제로 사용하여 이에 대한 물리적 및 미세구조 특성을 분석하였다. 플라이애시 중량에 대해 0, 2, 4 및 6%를 황산나트륨으로 치환하였으며, 수산화나트륨과 액상규산나트륨(물유리)을 알칼리 활성화제로 사용하여 시편을 제작하였다. 재령 28일에 대한 압축강도, XRD, SEM 및 MIP 시험을 실시하였다. 황산나트륨 2wt% 및 4wt% 첨가는 플라이애시 기반 지오폴리머의 강도를 증진시켰지만, 6wt% 첨가는 강도 향상에 거의 영향을 주지 않는 것으로 나타났다. 강도 증진에 대한 황산나트륨의 적정 치환율이 있는 것으로 나타났으며, 압축강도에 대한 황산나트륨의 최적의 치환율은 4wt%인 것으로 판단된다. 황산나트륨 치환율이 증가함에 따라, 강도 증진 효과가 다름에도 불구하고 시편 내에 비결정질(amorphous phase) 뿐만 아니라 결정질(crystalline phase)에서 뚜렷한 차이가 없는 것으로 나타났다. 황산나트륨으로 치환하였을 경우, 플라이애시 기반 지오폴리머 내의 공극의 분포를 변화시킴에 따라 강도증진에 효과가 있는 것으로 판단된다. 황산나트륨 첨가는 시편 내의 생성된 반응생성물의 형상 및 Si/Al를 다르게 하여 강도에 영향을 미친 것으로 판단된다. 황산나트륨 치환에 따른 지오폴리머 내에 생성된 반응생성물의 Si/Al가 낮을수록 지오폴리머의 강도가 큰 것으로 나타났다. 황산나트륨 적정치환량은 지오폴리머의 반응생성물을 효과적으로 변화시켜 물리적 성질 향상에 기여를 하지만, 적정량 이상의 치환율 사용으로 변화된 지오폴리머 생성물은 matrix 내에서 불순물로 존재하여 강도 증진을 방해할 수 있는 가능성이 있는 것으로 판단된다.

열 수송관로 되메움재의 마찰 특성에 관한 연구 (A Study on Friction Characteristics of Backfill Material for Heat Transport Pipeline)

  • 김유성;박영준;조대성;방인황
    • 한국지반신소재학회논문집
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    • 제12권1호
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    • pp.73-81
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    • 2013
  • 이 연구에서는 열 수송관로 직선부에서 마찰계수의 증가를 통해 관로의 최소 설치길이를 감소시켜, 현장 시공 시 매설깊이의 증가를 억제하고, 충분한 마찰력을 제공함으로써 신축이음관의 설치를 줄여 효율적인 시공이 가능토록 함과 동시에, 곡선부에서는 마찰계수의 감소를 통해 신축흡수재의 수명 연장을 도모하여 열 수송관로의 유지관리의 효율성을 향상시키고자 하는 목적으로, 현재 주로 사용되고 있는 되메움재인 강모래보다 큰 내부마찰각을 가진 되메움재와 작은 내부마찰각을 가진 되메움재를 개발하였다. 곡관부에 타이어 분말 혼합 되메움재를 사용할 경우, 관경이 커질수록 신축흡수재에 가해지는 마찰력의 감소 경향은 증가하고 있는 것으로 나타났고, 관경 900mm에서의 마찰력은 약 38% 감소를 보였다. 강모래+fly-ash 혼합 되메움재를 사용할 경우, fly-ash 혼합비 1.5%에서 최소 설치길이의 감소효과는 약 30%, fly-ash 혼합비 3%에서 최소 설치길이의 감소효과는 약 50%로 나타나고 있어, 열 수송관로의 효율적인 시공 및 유지관리가 가능할 것으로 판단된다.

Experimental Investigation on Post-Fire Performances of Fly Ash Concrete Filled Hollow Steel Column

  • Nurizaty, Z.;Mariyana, A.A.K;Shek, P.N.;Najmi, A.M. Mohd;Adebayo, Mujedu K.;Sif, Mohamed Tohami M.A;Putra Jaya, Ramadhansyah
    • 국제초고층학회논문집
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    • 제10권4호
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    • pp.335-344
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    • 2021
  • In structural engineering practice, understanding the performance of composite columns under extreme loading conditions such as high-rise bulding, long span and heavy loads is essential to accuratly predicting of material responses under severe loads such as fires or earthquakes. Hitherto, the combined effect of partial axial loads and subsequent elevated temperatures on the performance of hollow steel column filled fly ash concrete have not been widely investigated. Comprehensive test was carried out to investigate the effect of elevated temperatures on partial axially loaded square hollow steel column filled fly ash concrete as reported in this paper. Four batches of hollow steel column filled fly ash concrete ( 30 percent replacement of fly ash), (HySC) and normal concrete (CFHS) were subjected to four different load levels, nf of 20%, 30%, 40% and 50% based on ultimate column strength. Subsequently, all batches of the partially damage composite columns were exposed to transient elevated temperature up to 250℃, 450℃ and 650℃ for one hour. The overall stress - strain relationship for both types of composited columns with different concrete fillers were presented for each different partial load levels and elevated temperature exposure. Results show that CFHS column has better performance than HySC at ambient temperature with 1.03 relative difference. However, the residual ultimate compressive strength of HySC subjected to partial axial load and elevated temperature exposure present an improvement compared to CFHS column with percentage difference in range 1.9% to 18.3%. Most of HySC and CFHS column specimens failed due to local buckling at the top and middle section of the column caused by concrete crushing. The columns failed due to global buckling after prolong compression load. After the compression load was lengthened, the columns were found to fail due to global buckling except for HySC02.

천연 잔골재와 바텀애시 골재를 활용한 다공성 콘크리트의 강도 특성 (Strength Properties of Porous Concrete Containing Natural Fine Aggregate and Bottom Ash Aggregate)

  • 정승태;박지훈;양인환
    • 한국건설순환자원학회논문집
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    • 제11권3호
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    • pp.192-201
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    • 2023
  • 본 논문에서는 천연 잔골재와 바텀애시 골재를 사용한 다공성 콘크리트의 강도 특성을 분석하였다. 본 연구에서는 천연 잔골재와 바텀애시를 사용하여 각 골재의 재료 특성을 파악 한 후, 다공성 콘크리트의 골재로 사용하였다. 물-바인더 비는 0.25으로 고정하고, 가압다짐 수준을 0.5, 1.5 및 2.5 MPa 값으로 지정하여 다공성 콘크리트 시편을 제작하였다. 단위질량, 초음파속도, 압축강도, 및 휨인장강도를 실험을 진행하고 분석을 수행하였다. 가압다짐 수준이 증가하고, 바텀애시 대비 잔골재 치환율이 증가하면 단위질량, 초음파속도, 압축강도 및 휨인장강도는 증가하였다. 또한, 회귀분석을 통해 다공성 콘크리트의 단위질량과 압축강도 및 휨인장강도의 상관관계를 제시하였다. 단위질량과 강도 특성은 서로 비례하며 증가하는 상관관계를 나타냈다. 또한, 본 연구의 실험별 회귀 분석을 선행연구와 해외 논문의 실험 결과와 비교하여 상관계수(R2) 값을 분석하였다.

폐수처리 슬럿지와 퇴비 및 목탄의 화학적 특성과 구조에 관한 연구 (A Study on the Chemical Composition and Structure of Sludge, Compost and Charcoal)

  • 임기표;위승곤
    • 펄프종이기술
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    • 제35권1호
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    • pp.27-32
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    • 2003
  • To understand the chemical structure of sewer sludge in comparison with commercial compost and charcoal used as a soil improver, it was carried out to analyse their ash contents and metal ions, and to elucidate the chemical structure of their residuals after a sequential treatment of alcohol-benzene(1:2) extraction in Soxhlet, 3% HCl reflux and 79% H₂SO₄ hydrolysis, using CHNS analyzer and solid C-13 NMR spectrometer. The results obtained were as follows: 1. Ash content of sludge was about 46% that is higher than those of compost (17%) and charcoal (4%). 2. The residual of sludge after a sequential treatment of HCl and H₂SO₄ hydrolyses had high ash content about 23%, too. 3. The sludge seems to be suitable to the soil improver because the content of heavy metal ions in sludge was near the compost and below the organic fertilizer standard. 4. Elemental composition of sludge residual after HCl-H₂SO₄ hydrolyes was C/sub 56/H/sub 91/O/sub 12/N₂S = (C/sub 6/H/sub 10/O/sub 5/)/sub 7/(C/sub 6/H₄)/sub 7/C₂H/sub 43/O₂N₂S, similar to C/sub 103/H/sub 122/O/sub 33/N/sub 6/S = (C/sub 6/H/sub 10/O/sub 5/)/sub 6/(C/sub 6/H₄)/sub 10/C/sub 7/H/sub 22/O₃N/sub 6/S of compost. 5. The sludge residual had proved to have both considerable aliphatic and aromatic groups, but the compost residual to have mainly aliphatic groups and the charcoal to have mainly aromatic groups, through the peak analysis of solid C-13 NMR charts. 6. So, the sewer sludge is proved to have a considerable amount of aromaticity like in woody biomass containing lignin.

저회와 석고를 활용한 지반함몰 긴급복구용 고유동성 채움재 연구 (Controlled Low Strength Material for Emergency Restoration Using Bottom Ash and Gypsum)

  • 이소연;윤환희;손민;공진영;정혁상
    • 한국지반신소재학회논문집
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    • 제17권2호
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    • pp.19-31
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    • 2018
  • 최근 도시의 안전을 심각하게 저해시키는 지반함몰현상이 증가하는 추세에 있어 대책이 필요한 상황이다. 지반함몰 발생 시 긴급복구공법에 사용될 산업부산물을 활용한 뒤채움재를 개발하는 것이 본 연구의 목적이다. 이를 위해 유동성 채움재 설계기준에 의거하여 목표성능을 도출하였고, 플로우값, 일축압축강도, 초기응결시간, pH시험 등 실내시험평가를 통해 개발된 재료의 적용성을 검토하였다. 또한 현장실험을 통해 고유동성 채움재의 조기강도에 대한 성능검증과 긴급복구를 위한 시공성을 확인하였다. 평가결과 시멘트의 비율이 4% 이상일 경우 재 굴착이 가능한 장기강도보다 크게 측정되어 긴급복구목적에 적합지 않은 것으로 나타났다. 최적배합비는 저회와 석고의 비율이 약 50:50, 시멘트의 비율이 2%로 나타났다.

PMM for Surface Treatment of Concrete with the Utilization of By-Products

  • Drochytka, Rostislav;Zizkova, Nikol
    • International Journal of Concrete Structures and Materials
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    • 제2권1호
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    • pp.49-55
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    • 2008
  • The disadvantage of PMM's (polymer-modified mortars) that are currently on the market is the utilization of expensive polymer additives and also the cost of the other components. One of the possibilities how to decrease this price is the effective utilization of waste materials which are very inexpensive in spite of their good properties. The combinations of different degree in polymer adhesiveness and waste secondary raw materials - fly ash - are experimentally verified in the paper. The use of fly ash in adhesive materials for ceramic tiles is limited by unsatisfactory initial adhesiveness to sintered ceramic sherd as a result of a running pozzolanic reaction that lowers the efficiency of polymer additives. On the other hand, the use of adhesive and backfill coating materials for gluing ETICS board insulation materials has brought very good results.

Enhancing mechanical and durability properties of geopolymer concrete with mineral admixture

  • Jindal, Bharat Bhushan;Singhal, Dhirendra;Sharma, Sanjay;Parveen, Parveen
    • Computers and Concrete
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    • 제21권3호
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    • pp.345-353
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    • 2018
  • This paper approaches to improve the mechanical and durability properties of low calcium fly ash geopolymer concrete with the addition of Alccofine as a mineral admixture. The mechanical and durability performance of GPC was assessed by means of compressive strength, flexural strength, permeability, water absorption and permeable voids tests. The correlation between compressive strength and flexural strength, depth of water penetration and percentage permeable voids are also reported. Test results show that addition of Alccofine significantly improves the mechanical as well as permeation properties of low calcium fly ash geopolymer concrete. Very good correlations were noted between the depth of water penetration and compressive strength, percentage permeable voids and compressive strength as well as between compressive strength and flexural strength.

화력발전소 전기집진기 지능형 분산제어시스템 개발 (Development of intelligent distributed control system of electric precipitator in thermal power plant)

  • 이주현;임익헌;류호선;신만수
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 학술대회 논문집 정보 및 제어부문
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    • pp.744-747
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    • 2004
  • An electric precipitator in a thermal electric power plant is essential equipment for preventing air environment pollution. However, it is difficult for the existing control systems to make efficient effects on dust collection. This is because AVC and ERC consist of independent, separate systems in the existing systems. To solve this problem, we developed an intelligent distributed control system, which makes optimal control possible through connection operations between the control systems. In this paper, we analyzed system performance and fly ash reduction effects through the developed system structure, development contents and its actual application to power plant.

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