WO2022027112A1 - Procédé et dispositif pour l'activation magnétique d'eau et système pour la production de béton et de mortier - Google Patents

Procédé et dispositif pour l'activation magnétique d'eau et système pour la production de béton et de mortier Download PDF

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Publication number
WO2022027112A1
WO2022027112A1 PCT/BR2020/050350 BR2020050350W WO2022027112A1 WO 2022027112 A1 WO2022027112 A1 WO 2022027112A1 BR 2020050350 W BR2020050350 W BR 2020050350W WO 2022027112 A1 WO2022027112 A1 WO 2022027112A1
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WO
WIPO (PCT)
Prior art keywords
water
magnetic activation
initial
flow
activation region
Prior art date
Application number
PCT/BR2020/050350
Other languages
English (en)
Portuguese (pt)
Inventor
Abdias Magalhães GOMES
Welerson Romaniello DE FREITAS
Original Assignee
Andrade Gutierrez Engenharia S.A.
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 Andrade Gutierrez Engenharia S.A. filed Critical Andrade Gutierrez Engenharia S.A.
Publication of WO2022027112A1 publication Critical patent/WO2022027112A1/fr

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Classifications

    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/48—Treatment of water, waste water, or sewage with magnetic or electric fields
    • C02F1/481—Treatment of water, waste water, or sewage with magnetic or electric fields using permanent magnets
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/48—Treatment of water, waste water, or sewage with magnetic or electric fields
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01J—CHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J19/00—Chemical, physical or physico-chemical processes in general; Their relevant apparatus
    • B01J19/08—Processes employing the direct application of electric or wave energy, or particle radiation; Apparatus therefor
    • B01J19/087—Processes employing the direct application of electric or wave energy, or particle radiation; Apparatus therefor employing electric or magnetic energy
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28C7/00—Controlling the operation of apparatus for producing mixtures of clay or cement with other substances; Supplying or proportioning the ingredients for mixing clay or cement with other substances; Discharging the mixture
    • B28C7/04—Supplying or proportioning the ingredients
    • B28C7/12—Supplying or proportioning liquid ingredients
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/002—Water
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • H—ELECTRICITY
    • H01—ELECTRIC ELEMENTS
    • H01F—MAGNETS; INDUCTANCES; TRANSFORMERS; SELECTION OF MATERIALS FOR THEIR MAGNETIC PROPERTIES
    • H01F13/00—Apparatus or processes for magnetising or demagnetising
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/02—Non-contaminated water, e.g. for industrial water supply
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00—Controlling or monitoring parameters in water treatment
    • C02F2209/02—Temperature
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00—Controlling or monitoring parameters in water treatment
    • C02F2209/05—Conductivity or salinity
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00—Controlling or monitoring parameters in water treatment
    • C02F2209/05—Conductivity or salinity
    • C02F2209/055—Hardness
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00—Controlling or monitoring parameters in water treatment
    • C02F2209/06—Controlling or monitoring parameters in water treatment pH
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00—Controlling or monitoring parameters in water treatment
    • C02F2209/40—Liquid flow rate
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00—General aspects of water treatment
    • C02F2301/02—Fluid flow conditions
    • C02F2301/022—Laminar
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2290/00—Organisational aspects of production methods, equipment or plants
    • C04B2290/20—Integrated combined plants or devices, e.g. combined foundry and concrete plant
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Definitions

  • the present invention relates to a process and a device for the treatment of water, and more particularly in the treatment of water from magnetic fields, that is, its magnetic activation.
  • the present invention is intended for the magnetic activation of water for the production of concrete and mortar oriented in accordance with the needs and specificities of each work/project.
  • Magnetic treatment can be used to combat limestone precipitation in boilers, to enrich ores, to produce concrete and mortar, as well as to accelerate the processes of filtering and purifying wastewater or wastewater.
  • Boichenko and Sapogin presented a theory for the magnetic treatment of water, with exclusive emphasis on the water molecule itself and its ions H+ and OH-, disregarding the salts dissolved in it and their respective ions such as Ca++ and CO3-.
  • R equivalent radius of the pipe section
  • r radius of the circle of the cycloidal movement of ions
  • F Lorentz force
  • the Lorentz force is the force that electric and magnetic fields exert on electrically charged particles, in this case the ions in the water itself.
  • the Lorentz force causes the ions to have a circular motion which, combined with the translational motion, starts to move in a circular motion. cycloidal.
  • the ions drag water molecules, which are polar, and organize these molecules along the circular path of the ions.
  • the dark dots represent hydrogen atoms while the light dots represent oxygen atoms.
  • transverse magnetic field makes these ions forces from opposite directions, bringing them together in the form of CaCOa.
  • These particles formed in the very volume of water, will act as nuclei for various reactions.
  • An objective of the present invention is to propose a reliable, versatile, low cost process for magnetic water activation that generates a magnetically activated water flow according to the specifications required by the user.
  • an objective of the present invention is to propose a process for magnetic activation of water that generates a flow of water specially adapted for application in the preparation of concrete (with coarse aggregates, such as gravel) and mortars (with fine aggregates, such as sand) of various types. types.
  • Another objective of the present invention is to propose a device for magnetic activation of water of simple construction and low cost, which can be adapted according to the particularities of the water flow to be magnetically activated.
  • one or more objectives is (are) achieved by a process for magnetically activating water comprising the steps of: i) providing an initial flow of water; ii) measuring at least one parameter of an initial water flow; iii) passing the initial water flow through a magnetic activation region, wherein the magnetic activation region is determined based on at least one measured parameter of the initial water flow; and iv) removing a final water stream from the magnetic activation region; wherein, in steps i), ii), iii) and iv), the initial and final water flows are maintained under a laminar flow regime.
  • one or more objectives is (are) achieved by means of a device for magnetic activation of water comprising an inlet channel configured to receive an initial water flow; a magnetic activation region in fluid communication with the inlet channel; wherein the input channel is disposed upstream of the magnetic activation region; the magnetic activation region configured to receive and to magnetically activate the initial water flow, generating a final water flow; wherein the magnetic activation region is determined based on at least one measured parameter of the initial water flow; an outlet channel in fluid communication with the magnetic activation region and configured to receive the final water flow; wherein the output channel is disposed downstream of the magnetic activation region; wherein the inlet channel, magnetic activation region, and outlet channel are configured to maintain initial and final water flows under a laminar flow regime.
  • one or more objectives is (are) achieved by means of a system for the production of concrete and mortar, comprising the device for magnetic activation of water and a concrete and mortar plant arranged in fluid communication downstream of the device; where the concrete and mortar plant is configured to produce concrete and/or mortar from the final water stream.
  • Figure 1 shows a representation of the molecular structure of magnetically activated water, according to authors Boichenko and Sapogin.
  • Figure 2 shows a process flowchart for magnetic activation of water, according to an embodiment of the present invention.
  • Figure 3 shows a perspective view of the device for magnetic activation of water, according to an embodiment of the present invention.
  • Figure 4 shows a top view of the device for magnetic activation of water, according to an embodiment of the present invention.
  • Figure 5 shows a cross-sectional view of the device for magnetic activation of water, according to an embodiment of the present invention.
  • Figure 6 shows a perspective view of the magnetic activation region, according to an embodiment of the present invention.
  • Figure 7 shows a perspective view of the metal housing, according to an embodiment of the present invention.
  • Figure 8 shows a diagram of the system for producing concrete and mortar, according to an embodiment of the present invention.
  • the process 100 for magnetic activation of water comprises the steps of: i) providing an initial flow of water; ii) measuring at least one parameter of an initial water flow; iii) passing the initial water flow through a magnetic activation region 2, wherein the magnetic activation region 2 is determined based on at least one measured parameter of the initial water flow; and iv) removing a final water stream from the magnetic activation region 2; wherein, in steps i), ii), iii) and iv), the initial and final water flows are maintained under a laminar flow regime.
  • the initial water flow i.e. the water flow to be magnetically activated
  • the initial water flow can be supplied from a reservoir 3 and a hydraulic pump 4 arranged in fluid communication upstream of the magnetic activation region 2.
  • this comprises measuring at least one parameter of the initial water flow chosen from a group comprising: pH, hardness, temperature, electrical conductivity, flow rate, flow velocity and their combinations.
  • the magnetic activation region 2 comprises a plurality of fluid passage channels 21, interspersed by a plurality of permanent magnets 22.
  • the plurality of permanent magnets 22 are configured to generate a magnetic field perpendicular to the initial flow of water passing through the plurality of passage channels 21 .
  • the plurality of magnets 22 comprises from 80 to 650 magnets, wherein the intensity of the magnetic field generated by the permanent magnets 22 is greater than or equal to 0.01 T.
  • the permanent magnets 22 are made of ferro-neodymium, barium ferrite, strontium ferrite or a combination of the same or other magnetic alloys that may be available on the market.
  • the cross-sectional area of each channel among the plurality of through channels 21 is in a range between 1 to 50 cm 2 , while the length of the plurality of through channels 21 is greater than or equal to 80 cm.
  • Each channel among the plurality of through channels 21 has a rectangular or circular cross-section. However, one skilled in the art will immediately appreciate that other cross-sectional shapes are possible.
  • the plurality of through channels 21 comprises at least one channel surrounded by the plurality of permanent magnets 22 or a plurality of channels interspersed by the plurality of permanent magnets 22.
  • the flow rate of the initial water flow in the plurality of passage channels 21 is greater than or equal to 2 m 3 /h.
  • the residence time of the initial water flow in the plurality of passage channels 21 is greater than or equal to 1 s.
  • the area of the passage channels, the length of the passage channels, and the flow rate of the initial and final water flows are sized so that the flow Reynolds number of the initial water flow and the flow of final water is indicative of a laminar flow.
  • the plurality of passage channels 21 is encapsulated by a metallic housing 7 made of nodular cast iron with a carbon content above 2% or welded low carbon steel sheets.
  • the initial water flow is provided in a frustoconical inlet channel 5 in fluid communication with the magnetic activation region 2 and disposed upstream of the magnetic activation region 2.
  • the inlet channel 5 has an initial area of 15 to 100 cm 2 , a final area of 150 to 500 cm 2 and a length of 25 to 70 cm.
  • the final water flow i.e. the magnetically activated water flow
  • the final water flow is withdrawn from the magnetic activation region 2 by an outlet channel 6 of frustoconical shape in fluid communication with the magnetic activation region 2 and disposed downstream of the region of magnetic activation 2.
  • the outlet channel 6 has an initial area of 15 to 100 cm 2 , a final area of 150 to 500 cm 2 and a length of 25 to 70 cm.
  • inlet and outlet channels 5,6 have the same dimensions and are symmetrical to each other.
  • the inlet and outlet channels 5, 6 are projected from the metal housing 7 and form a single piece.
  • input and output channels 5, 6 are mechanically connected to metal housing 7.
  • the final water flow is applied in the manufacture of a mortar or a concrete, whereby the magnetic activation region 2 is determined not only on the basis of at least one measured parameter of the initial water flow, but also on an intended parameter. of mortar or concrete.
  • the intended parameter of the mortar or concrete can be chosen from a group comprising: class and type of concrete or mortar, consistency, plasticity, compressive strength, water retention, drying shrinkage, type of cement used, type of aggregate used , type of pozzolanic addition, type of plant or concrete or mortar plant 8 used and their combinations.
  • the present invention also relates to a device 1 for magnetic activation of water, which comprises: an inlet channel 5 configured to receive an initial flow of water; a magnetic activation region 2 in fluid communication with the inlet channel 5; wherein the input channel 5 is arranged upstream of the magnetic activation region 2; the magnetic activation region 2 configured to receive and to magnetically activate the initial water flow, generating a final water flow; wherein the magnetic activation region 2 is determined based on at least one measured parameter of the initial water flow; an outlet channel 6 in fluid communication with the magnetic activation region 2 and configured to receive the final water flow; wherein the output channel 6 is arranged downstream of the magnetic activation region 2; wherein the inlet channel 5, the magnetic activation region 2 and the outlet channel 6 are configured to maintain the initial and final water flows under a laminar flow regime.
  • the present invention also relates to a system 100 for producing concrete and mortar, comprising: the device 1 for magnetic activation of water, as described above; and a concrete and mortar plant 8 arranged in fluid communication downstream of the device 1; wherein the concrete and mortar plant 8 is configured to produce concrete and/or mortar from the final water stream.
  • the concrete and mortar plant 8 can be of any type known from the state of the art, such as a concrete mixer; a Tow Go type switch; switches P2, P3, P4 or P5; a concrete plant for the block factory; a concrete plant for a mining company; a mixer for concrete, among others.
  • the system 100 may also comprise a reservoir 3 and a hydraulic pump 4.
  • measurements related to a parameter of the initial water flow can be obtained either through sensors (not shown) installed in reservoir 3, in hydraulic pump 4, in device 1 or in the pipe interconnecting the components of the system 100 or through laboratory analysis of samples taken from the initial flow of water.
  • the laminar flow regime is of vital importance for both the acquisition and maintenance of the magnetic activation of the water.
  • the flow regime will present a higher Reynolds number and may reach a non-laminar regime, causing the initial water flow to go from disordered manner in the magnetic activation region, interfering with the magnetic activation process.
  • the magnetic activation region is designed and constructed according to measured parameters of the initial water flow and the intended parameters of the mortar or concrete produced from the final water flow.
  • the final flow of water i.e. magnetically activated water
  • a turbulent regime ie, subject to a very high Reynolds number
  • the organized molecular structure of water can break down, making it an ordinary water that would not contribute to improvements in the production of concrete and mortar.
  • any modification in output channel 6 of magnetic activation region 2 interferes with the entire hydrodynamic regime of steps i), ii), iii) and iv) of process 100, causing magnetic activation region 2 to operate outside its optimal range, compromising the quality of the concrete and mortar produced from the final flow of water.
  • the pH value of the initial flow is in a range between 6.5 and 7.5, preferably 7.0 (neutral pH).
  • the concentration of OH' ions is greater than the concentration of H + ions.
  • the magnetic activation region 2 must be adjusted so that the distance between the permanent magnets 22 is reduced (alternatively, that the cross-sectional area of each passage channel is reduced) and/or the magnetic field is increased, so that the magnetic activation region 2 is able to rotate the OH' ions.
  • the ideal is that pH and pOH have similar values.
  • the present invention is intended to reveal optimal conditions for the magnetic activation of water, which are those that make the mortar or concrete produced by the concrete and mortar plant 8, with this magnetically activated water, show gains in their properties. mechanical and rheological and/or that allow the greatest savings in cement, additions and additives to be obtained.
  • mortars or concrete produced with the magnetically activated water through process 100 advantageously have:
  • Examples 1 to 3 below demonstrate gains in the mechanical and/or rheological properties of concrete produced from a final flow of water obtained by means of the magnetic water activation device 1, object of the present invention.
  • Type of concrete and mortar plant 8 Tow Go;
  • Table 1 shows the results obtained in the laboratory on the properties of fresh and hardened concrete produced with the addition of fly ash.
  • Table 1 shows the results obtained in the laboratory on the properties of fresh and hardened concrete produced with the addition of fly ash.
  • concretes 10.1 and 11.1 were produced with magnetically activated water; and concretes 10.2 and 11.2 were produced with activated water magnetically and with a 4% reduction in cement, additives and additions.
  • Table 2 shows the results obtained in the laboratory on the properties of fresh and hardened concrete produced with the addition of fly ash.
  • Table 2 shows the results obtained in the laboratory on the properties of fresh and hardened concrete produced with the addition of fly ash.
  • EXAMPLE 3 MIXING PLANT USING BLAST FURNACE SLAG
  • the following parameters of the initial water flow, device 1 and concrete and mortar plant 8 were used for the production of concrete using blast furnace slag: • Type of concrete and mortar plant 8: mixer;
  • Table 3 shows the results obtained in the laboratory on the properties of fresh and hardened concrete produced with the addition of fly ash.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Organic Chemistry (AREA)
  • Ceramic Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Toxicology (AREA)
  • Power Engineering (AREA)
  • General Health & Medical Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Dispersion Chemistry (AREA)
  • Water Treatment By Electricity Or Magnetism (AREA)

Abstract

La présente invention concerne un procédé et un dispositif pour le traitement de l'eau à partir de champs magnétiques, autrement dit, son activation magnétique. Le procédé (100) pour l'activation magnétique d'eau comprend les étapes consistant à: (i) fournir un flux d'eau initial ; (ii) mesurer au moins un paramètre d'un flux d'eau initial ; (iii) faire passer le flux d'eau initial à travers une zone d'activation magnétique (2), ladite zone d'activation magnétique (2) étant déterminée à partir d'au moins un paramètre mesuré du flux d'eau initial ; et (iv) éliminer un flux d'eau final de la zone d'activation magnétique (2); dans les étapes (i), (ii), (iii) et (iv), lesdits flux d'eau initial et final étant maintenus au-dessous d'un régime de ruissellement laminaire.
PCT/BR2020/050350 2020-08-07 2020-09-01 Procédé et dispositif pour l'activation magnétique d'eau et système pour la production de béton et de mortier WO2022027112A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BR102020016174-1A BR102020016174A2 (pt) 2020-08-07 2020-08-07 Processo e dispositivo para a ativação magnética de água e sistema para produção de concreto e argamassa
BRBR102020016174-1 2020-08-07

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WO2022027112A1 true WO2022027112A1 (fr) 2022-02-10

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1145070A (fr) 1955-04-29 1957-10-22 Procédé et dispositif pour le traitement de liquides incrustants, corrodants et similaires
CN2256877Y (zh) * 1996-06-21 1997-06-25 刘耀明 磁化除垢器
EP0805129A2 (fr) * 1996-04-10 1997-11-05 Zhiwei, Hou Procédé et dispositif pour la fabrication de béton à résistance augmentée
US20110114491A1 (en) * 2004-08-23 2011-05-19 Pulis Vincent J Enhanced-solubility water
EA201270806A1 (ru) * 2012-04-27 2013-10-30 Сергей Аркадьевич Кнутарев Устройство для магнитной обработки движущейся среды
CN204778981U (zh) * 2015-06-17 2015-11-18 吴永 高磁流体磁化器

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1145070A (fr) 1955-04-29 1957-10-22 Procédé et dispositif pour le traitement de liquides incrustants, corrodants et similaires
EP0805129A2 (fr) * 1996-04-10 1997-11-05 Zhiwei, Hou Procédé et dispositif pour la fabrication de béton à résistance augmentée
CN2256877Y (zh) * 1996-06-21 1997-06-25 刘耀明 磁化除垢器
US20110114491A1 (en) * 2004-08-23 2011-05-19 Pulis Vincent J Enhanced-solubility water
EA201270806A1 (ru) * 2012-04-27 2013-10-30 Сергей Аркадьевич Кнутарев Устройство для магнитной обработки движущейся среды
CN204778981U (zh) * 2015-06-17 2015-11-18 吴永 高磁流体磁化器

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* Cited by examiner, † Cited by third party
Title
"Magnetic Treatment of Water-A Theoretical Quantum Model", MAGNETIC AND ELÉCTRICA! SEPARATION, vol. 5, no. 2, 1993, pages 71 - 91
BOICHENKOSAPOGIN, L.G. JOURNAL OF ENGINEERING PHYSICS, vol. 33, 1977, pages 980
BUSH. K.W. ET AL.: "Laboratory Studies Involving Magnetíc Water Treatment Devices", CORROSIONS '84, 1984
ERLANDER S.R.: "The Structure of Water", SCÍENCE JOURNAL, November 1969 (1969-11-01), pages 60 - 65
JOSHI, K.M.KAMAT, P.V: "Effect of magnetíc field on the physícalpropertíes of water", J. IND. CHEM. SOC., vol. 43, 1966, pages 620 - 622
KOCHMARSKII, V. Z.KULS'KII, L. A.KRIVTSOV, V. V.: "Efeitos posteriores do tratamento magnético anti incrustante", 1981, article "apresentaram um trabalho baseado em mecánica estatística, seguido por comprovagóes experimentais"
LIPPINCOTT. E.R.STROMBERG, R.R.GRANT W.H.CESSAC. G.L., POLYWATER SCIENCE, vol. 164, 1969, pages 1482 - 1487
O'BRIEN W.P JR., ON THE USE OF MAGNETÍC (AND ELECTRIC AND ULTRASONIC) FIELDS FOR CONTROLLÍNG THE DEPOSITION OF SCALE IN WATER SYSTEMS, 1979
PANG XIAOFENGDENG BO: "The changes of macroscopic features and microscopic structures of water under influence of magnetic field", PHYSICA B: PHYSICS OF CONDENSED MATTER, vol. 403, no. 19-20, 2008, pages 3571 - 3577, XP025674001, DOI: 10.1016/j.physb.2008.05.032
PANG XIAOFENGZHU XING-CHUN, THE MAGNETIZATION OF WATER ARISING FROM A MAGNETIC-FIELD AND ITS APPLICAFIONS IN CONCRETE INDUSFRY, 2013

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