EP1809809A1 - Zellstoffschlammaschezusammensetzung zur herstellung von baumaterial - Google Patents

Zellstoffschlammaschezusammensetzung zur herstellung von baumaterial

Info

Publication number
EP1809809A1
EP1809809A1 EP05820588A EP05820588A EP1809809A1 EP 1809809 A1 EP1809809 A1 EP 1809809A1 EP 05820588 A EP05820588 A EP 05820588A EP 05820588 A EP05820588 A EP 05820588A EP 1809809 A1 EP1809809 A1 EP 1809809A1
Authority
EP
European Patent Office
Prior art keywords
pulp sludge
sludge ash
composition
sodium silicate
building materials
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.)
Withdrawn
Application number
EP05820588A
Other languages
English (en)
French (fr)
Other versions
EP1809809A4 (de
Inventor
Jong-Won Park
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1809809A1 publication Critical patent/EP1809809A1/de
Publication of EP1809809A4 publication Critical patent/EP1809809A4/de
Withdrawn legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/24Compositions 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 alkyl, ammonium or metal silicates; containing silica sols
    • C04B28/26Silicates of the alkali metals
    • DTEXTILES; PAPER
    • D21PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21HPULP COMPOSITIONS; PREPARATION THEREOF NOT COVERED BY SUBCLASSES D21C OR D21D; IMPREGNATING OR COATING OF PAPER; TREATMENT OF FINISHED PAPER NOT COVERED BY CLASS B31 OR SUBCLASS D21G; PAPER NOT OTHERWISE PROVIDED FOR
    • D21H17/00Non-fibrous material added to the pulp, characterised by its constitution; Paper-impregnating material characterised by its constitution
    • D21H17/01Waste products, e.g. sludge
    • DTEXTILES; PAPER
    • D21PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21HPULP COMPOSITIONS; PREPARATION THEREOF NOT COVERED BY SUBCLASSES D21C OR D21D; IMPREGNATING OR COATING OF PAPER; TREATMENT OF FINISHED PAPER NOT COVERED BY CLASS B31 OR SUBCLASS D21G; PAPER NOT OTHERWISE PROVIDED FOR
    • D21H17/00Non-fibrous material added to the pulp, characterised by its constitution; Paper-impregnating material characterised by its constitution
    • D21H17/63Inorganic compounds
    • D21H17/67Water-insoluble compounds, e.g. fillers, pigments
    • D21H17/68Water-insoluble compounds, e.g. fillers, pigments siliceous, e.g. clays
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Definitions

  • the present invention relates to a pulp sludge ash composition for producing building materials. More particularly, the present invention relates to a pulp sludge ash composition for producing building materials, which comprises pulp sludge ash obtained by incineration of pulp sludge generated from a paper manufacturing process after a wastewater treatment step, and further comprises modified sodium silicate having an acidic group.
  • the pulp sludge ash composition according to the present invention allows fast curing with no need for additional baking or sintering. Additionally, the above pulp sludge ash composition further comprising a polymer emulsion shows excellent strength and water resistance.
  • pulp sludge is generated from a paper manufacturing process after a wastewater treatment step, in a great amount. Most of the pulp sludge has been discarded in a landfill. However, pulp sludge itself is not suitable to be discarded as landfill because it is not solidified with ease due to its high water content. Therefore, a recent tendency has been for pulp sludge to be dumped in the sea.
  • Pulp sludge ash generated from such incineration has been thought to have low industrial applicability, and thus has been utilized in limited use (for example, a supplementary additive for cement).
  • Korean Patent Publication No. 1989-0002566 discloses a method for producing building materials using ash generated from the incineration of paper-manufacturing sludge. More particularly, the method comprises adding slaked lime, asbestos, paper-manufacturing sludge, or the like to the pulp sludge ash, further adding sodium silicate thereto to accomplish preliminary bonding, and curing the resultant product with steam under high temperature and high pressure conditions to provide building materials. The method permits the initial molding work to be performed quickly due to the curing reaction of metal oxides and sodium silicate added to the pulp sludge ash.
  • the present invention has been made iri view of the above-mentioned problems. It is an object of the present invention to provide a pulp sludge ash composition for producing building materials, wherein the pulp sludge ash composition comprises pulp sludge ash and modified sodium silicate having an acidic group added thereto, allows fast curing with no need for additional baking or sintering, and shows excellent strength and water resistance.
  • a pulp sludge ash composition for producing building materials which is obtained by mixing pulp sludge ash with modified sodium silicate having an acidic group.
  • a pulp sludge ash composition for producing building materials which is obtained by mixing pulp sludge ash with modified sodium silicate having an acidic group, combined with a polymer emulsion.
  • the modified sodium silicate having an acidic group is obtained by mixing sodium silicate with any one selected from the group consisting of: aqueous sodium sulfate, copper sulfate, iron sulfate, aluminum, sulfate, magnesium sulfate, potassium bicarbonate, chrome alum, sulfuric acid and hydrochloric acid solutions; and mixtures thereof; and then adding caustic soda thereto as a catalyst.
  • the modified sodium silicate having an acidic group is obtained by introducing sodium silicate and each aqueous solution of copper sulfate, sodium sulfate, caustic soda and chrome alum into ' an agitator, followed by agitation.
  • the modified sodium silicate having an acidic group is obtained by introducing sodium silicate, 10% aqueous sodium lauryl sulfate solution, caustic soda and aqueous sulfuric acid solution into an agitator, followed by agitation.
  • the polymer emulsion is any one selected from the group consisting of latex, silicone resin, gum arabic, acrylic resins and epoxy resins.
  • the pulp sludge ash composition according to the present invention the pulp sludge ash and the modified sodium silicate having an acidic group are mixed in a ratio of 1: 1.2—2.
  • the pulp sludge ash composition may further comprise any one selected from the group consisting of- dust, fly ash, sand, slag, gypsum, lime and molding sand.
  • the pulp sludge ash composition may further comprise any one light-weight additive selected from the group consisting of wood powder, pearlite, vermiculite, Styrofoam particles and a foaming agent.
  • any one light-weight additive selected from the group consisting of wood powder, pearlite, vermiculite, Styrofoam particles and a foaming agent.
  • organic bentonite or methyl cellulose is further added thereto in order to accomplish a uniform distribution.
  • the pulp sludge ash composition may further comprise any one selected from the group consisting- of wire mesh, waste fiber and fiber.
  • the cement-like composition according to the present invention which comprises pulp sludge ash and the modified sodium silicate, shows excellent water resistance and strength, and thus is useful for various industrial fields as a building material, etc.
  • the composition may further comprise various kinds of additives, if desired, to conform to the particular use thereof. Additionally, it is possible to transform various kinds of industrial wastes into the composition according to the present invention. Therefore, the present invention contributes to recycling of wastes and the protection of environment, and is cost-efficient and time-efficient.
  • FIG. 1 is a photograph showing various building materials obtained from the pulp sludge ash compositions according to preferred embodiments of the present invention.
  • modified sodium silicate to improve the strength of a pulp sludge ash composition, wherein the modified sodium silicate is obtained by adding sodium silicate to an acidic solution, such as an aqueous solution of sodium sulfate, copper sulfate, iron sulfate, aluminum sulfate, magnesium sulfate, potassium bicarbonate, chrome alum, sulfuric acid or hydrochloric acid solutions.
  • caustic soda sodium hydroxide
  • modified sodium silicate 1 and modified sodium silicate 2 as described hereinafter so as to improve the water resistance to the highest degree.
  • Modified sodium silicate 1 having an acidic group is obtained by introducing sodium silicate, copper sulfate, sodium sulfate and chrome alum into an agitator in a mixing ratio of 30:4:3:20, further introducing caustic soda into the agitator in the same proportion as chrome alum, and agitating the resultant mixture for 30 minutes.
  • Modified sodium silicate 2 having an acidic group is obtained by adding 10% aqueous sodium lauryl sulfate solution and caustic soda to sodium silicate, agitating the resultant mixture for 30 minutes, and further adding aqueous sulfuric acid solution thereto with stirring.
  • sodium silicate, 10% aqueous sodium lauryl sulfate solution, caustic soda and aqueous sulfuric acid solution are mixed in a ratio of 10:3:10:3.
  • the modified sodium silicate having an acidic group, obtained as described above, is added to pulp sludge ash to provide the composition for producing building materials according to the present invention.
  • the pulp sludge ash has a fine size of 150 mesh or less, and the mixing ratio of pulp sludge ash to the modified sodium silicate is 1: 1.2—2, on the weight basis.
  • the cement-like composition according to the present invention comprising pulp sludge ash and the modified sodium silicate having an acidic group, may further comprise various additives, so as to improve the water resistance, to prevent deformation such as shrinkage, to increase the strength, to reduce the specific gravity, or to improve the bending strength.
  • the composition optionally further comprises a polymer emulsion selected from the group consisting of latex, silicone oil, gum arabic, acrylic resins and epoxy resins, in addition to the modified sodium silicate having an acidic group.
  • a polymer emulsion selected from the group consisting of latex, silicone oil, gum arabic, acrylic resins and epoxy resins, in addition to the modified sodium silicate having an acidic group.
  • ⁇ 4i> For example, 3—25 g of latex, as a polymer emulsion, may be further added to 100 g of the above Modified sodium silicate 1 having an acidic group with stirring, and then the resultant combination may be added to pulp sludge ash. However, addition of the latex in an amount of 25 g or more inhibits fast curing.
  • silicone oil as a polymer emulsion, may be further added to 100 g of the above Modified sodium silicate 1 having an acidic group with stirring, and then the resultant combination may.be added to pulp sludge ash.
  • addition of the silicone oil in an amount of 15 g or more inhibits fast curing.
  • the cement-like composition comprising pulp sludge ash and the modified sodium silicate having an acidic group, may further comprise calcium carbonate, lime, a metal oxide such as magnesium oxide or zinc oxide, or the like.
  • the cement-like composition comprising pulp sludge ash and the modified sodium silicate having an acidic group
  • the cement-like composition, comprising pulp sludge ash and the modified sodium silicate having an acidic group may further comprise light-weight aggregate, such as wood powder, pearlite, vermiculite or Styrofoam particles, or may be provided with air bubbles obtained from pressurized air with a vegetable foaming agent.
  • a thickening agent such as organic bentonite or methyl cellulose may be further added thereto so as to accomplish uniform blending.
  • the cement- like composition comprising pulp sludge ash and the modified sodium silicate having an acidic group, may further comprise wire mesh, waste fiber, fiber, or the like.
  • the pulp sludge ash composition was injected into a cylindrical mold having a diameter of 50mm and a depth of 100 mm. Then, a bar having a weight of lkg and a diameter of 10mm was placed on the mold at different times, and determined the initial curing completion time, when the molded product showed no physical changes in its surface and permitted demolding and handling.
  • the composition removed from the mold was cured naturally for 7 days. Then, the composition was measured for its weight and strength. Additionally, the composition was dipped into a water bath for 24 hours and removed from the water bath. Then, the composition was dried for 1 hour, and then was measured for its weight and strength to determine the water absorptivity and strength of the composition. The results are shown in the following Table 1.
  • ⁇ 6i> First, 60 parts of pulp sludge ash were provided. Next, 85 parts of modified sodium silicate were prepared by mixing 1,50Og of sodium silicate with an aqueous acidic solution with stirring. The acidic solution was obtained by introducing 20Og of copper sulfate, 15Og of sodium sulfate, 1,00Og of caustic soda and 1,00Og of chrome alum into an agitator, each in the form of an aqueous solution, and agitating the materials for 30 minutes. Further, 3Og of silicone oil were added to l,000g of the acidic solution. Then, 60 parts of pulp sludge were mixed with 85 parts of the modified sodium silicate to obtain a cement-like composition.
  • a composition was prepared by adding 100 parts of non-modified sodium silicate solution to 60 parts of pulp sludge ash.
  • the compositions comprising pulp sludge ash and the modified sodium silicate having an acidic group are capable of fast curing within 1 hour, thereby providing products that can be demolded, transported and loaded with ease. Such compositions are amenable to mass production.
  • addition of a polymer emulsion can provide the compositions with excellent water resistance, as compared to the sample free from a polymer emulsion, which shows a relatively high water absorptivity and a relatively low strength.
  • the sample according to the above Comparative Example comprising non-modified sodium silicate, is not capable of fast curing and causes cracking and deformation on the surface during drying.
  • the comparative sample shows such poor water resistance that the sample may be dissolved in the water bath dipping test, thereby making it impossible to measure the strength after dipping. Therefore, it can be seen that the sample according to the above Comparative Example has no industrial applicability.
  • the final composition was injected into a cylindrical mold having a diameter of 100mm and a depth of 200 mm. Then, a bar having a weight of lkg and a diameter of 10mm was placed on the mold at different times, and determined the initial curing completion time, when the molded product showed no physical changes in its surface and permitted demolding and handling.
  • the composition removed from the mold was cured naturally for 3 days. Then, the composition was measured for its weight and strength. Additionally, the composition was dipped into a water bath for 24 hours and removed from the water bath, and then was measured for its weight and strength to determine the water absorptivity and strength of the composition. The results are shown in the following Table 3.
  • a cement-like composition was prepared by mixing 60 parts of pulp sludge ash with 120 parts of the modified sodium silicate having an acidic group, obtained in the same manner as described in Example 6. Then, 100 parts of dust generated from a steel-manufacturing process was added to the composition. The composition was tested according to the method as described in Example 6. The results are shown in the following Table 3.
  • Example 8 Composition Further Comprising Iron Powder ⁇ 86>
  • a cement-like composition was prepared by mixing 60 parts of pulp sludge ash with 120 parts of the modified sodium silicate having an acidic group, obtained in the same manner as described in Example 6. Then, 300 parts of iron powder generated after a surface treatment process for iron panels was added to the composition. The composition was tested according to the method as described in Example 6. The results are shown in the following Table 3.
  • Example 9 Composition Further Comprising Copper Slag ⁇ 88>
  • a cement-like composition was prepared by mixing 60 parts of pulp sludge ash with 120 parts of the modified sodium silicate having an acidic group, obtained in the same manner as described in Example 6. Then, 170 parts of copper slag generated during a copper refining process was added to the composition. The composition was tested according to the method as described in Example 6. The results are shown in the following Table 3.
  • Example 10 Composition Further Comprising Waste Molding Sand ⁇ 90> A cement-like composition was prepared by mixing 60 parts of pulp sludge ash with 120 parts of the modified sodium silicate having an acidic group, obtained in the same manner as described in Example 6. Then, 100 parts of waste molding sand with a size of 7 mm or less, generated during a molding process, was added to the composition. The composition was tested according to the method as described in Example 6. The results are shown in the following Table 3.
  • each composition according to Examples 6—10 conform to the constitution of the cement-like composition according to the present invention due to the presence of the modified sodium silicate in addition to pulp sludge ash.
  • - addition of fly ash results in a slightly delayed curing time. Therefore, it can be seen that addition of fly ash controls the curing time.
  • addition of steel- manufacturing dust and other aggregate contributes to realization of fast curing and improved strength.
  • industrial wastes such as steel-manufacturing dust containing a large amount of heavy metals can be incorporated into the composition according to the present invention, it is -possible to recycle various types of harmful wastes into curable cement.
  • compositions according to the present invention via a pressurized molding process by incorporating aggregate into the composition.
  • the following Examples 11—13 illustrates the compositions further comprising light-weight aggregate for the purpose of weight-down.
  • Example 11 Composition Further Comprising Wood Powder ⁇ 96>
  • a composition was prepared by mixing 80 parts of pulp sludge ash with 100 parts of the modified sodium silicate having an acidic group, obtained in the same manner as described in Example 6. Then, 60 parts (based on the weight of the above composition) of wood powder (sawdust), as light-weight aggregate, was added to the composition, and 1.5 parts (based on the weight of the above composition) of organic bentonite was further added thereto, so that the light-weight aggregate can be distributed and blended uniformly in the resultant mortar.
  • the final composition was injected into a cylindrical mold with a diameter of 50mm and a depth of 100mm. Then, the composition was measured for its demoldable strength and initial curing time. Additionally, the composition was cured naturally for 3 days and was measured for its specific gravity. Also. The composition was measured for its weight before and after dipping it into a water bath for 12 hours. The results are shown in the following Table 4.
  • Example 12 Composition Further Comprising Pearlite ⁇ 98>
  • a composition was prepared by mixing 80 parts of pulp sludge ash with 130 parts of the modified sodium silicate having an acidic group, obtained in the same manner as described in Example 6. Then, 40 parts (based on the weight of the above cement-like composition) of pearlite, as light-weight aggregate, was added to the composition, and 1.5 parts (based on the weight of the above composition) of organic bentonite was further added thereto. The final composition was measured in the same manner as described in Example 11. The results are shown in the following Table 4.
  • Example 13 Composition Further Comprising Styrofoam Particles
  • a composition was prepared by mixing 80 parts of pulp sludge ash with 130 parts of the modified sodium silicate having an acidic group, obtained in the same manner as described in Example 6. Then, light-weight aggregate, comprising l,000cc of Styrofoam particles with a size of 3mm or less and 1.2 parts (based on the weight of the above cement-like composition) of methyl cellulose, was added to the composition. The final composition was measured in the same manner as described in Example 11. The results are shown in the following Table 4.
  • each composition further comprising light-weight aggregate to reduce the weight also allows fast curing. Moreover, a greater amount of light aggregate may be used to reduce the weight to a higher degree, so that the composition is amenable to pressurized molding. Additionally, it can be seen that use of a thickening agent such as organic bentonite or methyl cellulose permits uniform blending of light-weight aggregate.
  • the composition according to the following Example 14 comprises air bubbles for the purpose of weight-down.
  • Example 12 Composition Further Comprising Air Bubbles ⁇ 106>
  • a pulp sludge ash composition was prepared by mixing 80 parts of pulp sludge ash, containing 1.5 parts of methyl cellulose added thereto, with 100 parts of the modified sodium silicate having an acidic group, obtained in the same manner as described in Example 6. Then, l,000cc of air bubbles, obtained from pressurized air with a vegetable foaming agent, were added to the composition with stirring to provide a final composition. The final composition was injected into a cylindrical mold with a diameter of 50mm and a depth of 100mm. Then, the composition was measured for its demo1dabIe strength and initial curing time. Additionally, the composition was cured naturally for 3 days and was measured for its specific gravity. Also. The composition was measured for its weight before and after dipping it into a water bath for 12 hours. The results are shown in the following Table 5.
  • the modified sodium silicate having an acidic group can provide a cement-like composition, which is capable of fast curing, and has excellent strength and water resistance.
  • the composition according to the present invention may further comprise fly ash, aggregate, light-weight aggregate and air bubbles, it is possible to provide a cost-efficient composition that can be used in various industrial fields, as a building material, a civil engineering material, an interior material, a filler for a safe, or the like.
  • the pulp sludge ash composition is useful for solidifying harmful industrial wastes promptly.
  • the composition may further comprise wire mesh, waste fiber, fiber or pulp sludge in order to improve the bending strength.
  • the composition may further comprise a dye, a pigment, an additional waterproofing or water-repel1ant agent for Portland cement, or the like, if desired.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Dispersion Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Processing Of Solid Wastes (AREA)
EP05820588A 2004-11-05 2005-11-05 Zellstoffschlammaschezusammensetzung zur herstellung von baumaterial Withdrawn EP1809809A4 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR20040090032A KR100588488B1 (ko) 2004-11-05 2004-11-05 건축자재 제조용 펄프슬러지애쉬 조성물
PCT/KR2005/003736 WO2006049465A1 (en) 2004-11-05 2005-11-05 Pulp sludge ash composition for producing building materials

Publications (2)

Publication Number Publication Date
EP1809809A1 true EP1809809A1 (de) 2007-07-25
EP1809809A4 EP1809809A4 (de) 2010-12-29

Family

ID=36319427

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05820588A Withdrawn EP1809809A4 (de) 2004-11-05 2005-11-05 Zellstoffschlammaschezusammensetzung zur herstellung von baumaterial

Country Status (7)

Country Link
US (1) US20080006383A1 (de)
EP (1) EP1809809A4 (de)
JP (1) JP2008518878A (de)
KR (1) KR100588488B1 (de)
CN (1) CN101057031A (de)
CA (1) CA2586809A1 (de)
WO (1) WO2006049465A1 (de)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014174033A2 (en) * 2013-04-26 2014-10-30 Sika Technology Ag Cement-free or cement-reduced low dust hybrid flooring compositions
EP2848597A1 (de) * 2013-09-17 2015-03-18 Basf Se Leichte Gipsplatte mit verbesserter Festigkeit und Verfahren zu deren Herstellung
CN103785668A (zh) * 2014-01-23 2014-05-14 桂林奇峰纸业有限公司 一种处理造纸废渣的方法
EP2944622A1 (de) * 2014-05-16 2015-11-18 Sika Technology AG Dreikomponentenzusammensetzung zur Herstellung von zementartigen Polyurethanhybrid-Fußböden oder -Beschichtungen mit verbessertem Oberflächenglanz
CN107921492B (zh) * 2015-02-17 2022-04-12 南洋理工大学 制造轻质材料的方法
EP3322491A4 (de) * 2015-07-13 2019-02-27 Mason Greenstar, Inc. Verfahren zur herstellung eines leichten aggregats und aus papierfabrikschlamm hergestelltes produkt
CN107915433B (zh) * 2017-11-22 2020-09-15 霸州市隆浩鼎混凝土有限公司 一种混凝土的制备方法
EP3873868A4 (de) * 2018-11-03 2022-03-09 Cemalt LLC Additive für geopolymerzemente
CN111620529B (zh) * 2020-06-05 2022-08-16 广东工业大学 一种淤泥路用固化剂及其制备方法
IT202000019033A1 (it) * 2020-08-03 2022-02-03 Davide Bertinazzo Metodo per ottenere un precursore di un materiale ibrido legno-inorganico e metodo per ottenere un materiale ibrido legno-inorganico
CN112470832B (zh) * 2020-11-26 2023-08-29 江西南麓农林发展有限责任公司 一种虎杖种植方法
NL2035284B1 (en) * 2023-07-06 2025-01-13 Hauge Kapitael B V Product and a method for producing the product
CN117550870B (zh) * 2024-01-12 2024-04-02 中建材中岩科技有限公司 一种海上风电吸力桶用低密度灌浆料及其制备方法

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0115306B1 (de) * 1983-01-26 1990-04-11 Fuji Fire-Proof Material Industry Co., Ltd. Verfahren zur Herstellung eines feuerbeständigen, leichten Konstruktionsmaterials
JPS59137362A (ja) * 1983-01-26 1984-08-07 富士不燃建材工業株式会社 耐火性軽量建築ボードの製造方法
JPS59156956A (ja) * 1983-02-28 1984-09-06 株式会社ノダ 焼却灰を用いた無機質建材の製造方法
KR890002566B1 (ko) * 1986-11-27 1989-07-18 전주제지 주식회사 제지 슬러지소각재를 이용한 건축재의 제조방법
JP2892394B2 (ja) * 1989-09-08 1999-05-17 富士不燃建材工業株式会社 製紙スラッジ含有硬化体の製造方法
JPH06315671A (ja) * 1993-05-06 1994-11-15 Masanao Hirose パルプ・スラッジ焼却灰より成る顆粒状物とその製法及び使用方法
KR960011327B1 (ko) * 1993-12-30 1996-08-22 한솔제지 주식회사 제지슬러지 소각재를 이용한 자기질 타일의 제조방법
AUPP970099A0 (en) * 1999-04-09 1999-05-06 James Hardie International Finance B.V. Concrete formulation
KR100531575B1 (ko) * 2003-07-15 2005-11-29 박종원 펄프슬러지 소각재와 폐석고로 구성되는 조성물 제조방법

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
No further relevant documents disclosed *
See also references of WO2006049465A1 *

Also Published As

Publication number Publication date
CA2586809A1 (en) 2006-05-11
WO2006049465A1 (en) 2006-05-11
EP1809809A4 (de) 2010-12-29
KR100588488B1 (ko) 2006-06-09
KR20060040434A (ko) 2006-05-10
CN101057031A (zh) 2007-10-17
US20080006383A1 (en) 2008-01-10
JP2008518878A (ja) 2008-06-05

Similar Documents

Publication Publication Date Title
WO2006049465A1 (en) Pulp sludge ash composition for producing building materials
CN112209676B (zh) 一种抗冻抗泛碱赤泥免烧砖及制备方法
WO2006073215A1 (en) Method of producing recycled hardened materials using waste gypsum
CN101259314A (zh) 一种固化重金属的方法及其专用粉煤灰基土壤聚合物
CN109928693A (zh) 一种抗裂耐高温的再生混凝土
CN108883985A (zh) 具有改进的强度和耐水性的建筑材料及其形成方法
Shi et al. Novel epoxy resin-bonded sand system: Mechanical strength, deterioration resistance, and failure mechanism
KR101645321B1 (ko) 상온 재생 아스팔트 조성물 및 이를 이용한 아스팔트 콘크리트 시공방법
US6007765A (en) Method of producing molded articles
CN119161165B (zh) 一种多元高盐固废碱盐高韧砂浆材料及其制备方法
KR100531575B1 (ko) 펄프슬러지 소각재와 폐석고로 구성되는 조성물 제조방법
KR100406896B1 (ko) 고분자화합물을 이용한 수용성 바인더 및 그 제조방법
JP2010083698A (ja) セメント硬化体の製造方法及びセメント硬化体
CN120794537B (zh) 一种通过生活垃圾焚烧飞灰制备的环保复合材料、包含其的海洋工程预制件及其制备方法
JP3728012B2 (ja) 無機質水硬性成形物用バインダーの製造方法
RU2826404C2 (ru) Способ изготовления бинарного композита «песок - гранулированный пенополистирол»
JP3539600B2 (ja) 下水汚泥焼却灰固化物及びその製造方法
CN101913807A (zh) 污泥砖及其制备方法
JPH11314979A (ja) セメント成形硬化体の製造方法
JPH11226549A (ja) 下水汚泥焼却灰軽量固化物の製造方法
CN122036265A (zh) 一种用于建筑垃圾再生骨料的土壤固化剂及其制备方法
EP0489946B1 (de) Verfahren zur Herstellung von geformten Gegenständen
JP2816094B2 (ja) 石炭灰質固化物の製造方法
CN117142824A (zh) 一种减弱建筑裂缝的混凝土及其制备方法
CN120309261A (zh) 一种稳定固化重金属铅的硅酸盐水泥及制备方法

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20070522

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

DAX Request for extension of the european patent (deleted)
RIC1 Information provided on ipc code assigned before grant

Ipc: C04B 28/26 20060101ALI20101117BHEP

Ipc: D21H 17/01 20060101AFI20060921BHEP

A4 Supplementary search report drawn up and despatched

Effective date: 20101129

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20110628