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DE1671058C3 - Method of making a building material - Google Patents

Method of making a building material

Info

Publication number
DE1671058C3
DE1671058C3 DE1967S0109773 DES0109773A DE1671058C3 DE 1671058 C3 DE1671058 C3 DE 1671058C3 DE 1967S0109773 DE1967S0109773 DE 1967S0109773 DE S0109773 A DES0109773 A DE S0109773A DE 1671058 C3 DE1671058 C3 DE 1671058C3
Authority
DE
Germany
Prior art keywords
weight
parts
triazine
formaldehyde
groups
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.)
Expired
Application number
DE1967S0109773
Other languages
German (de)
Other versions
DE1671058B2 (en
DE1671058A1 (en
Inventor
Alois Dr. Aignesberger
Horst Dr. Michaud
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.)
Evonik Operations GmbH
Original Assignee
SKW Trostberg AG
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 SKW Trostberg AG filed Critical SKW Trostberg AG
Priority to DE1967S0109773 priority Critical patent/DE1671058C3/en
Priority to DK184568A priority patent/DK124074B/en
Priority to NO173668A priority patent/NO120723B/no
Publication of DE1671058A1 publication Critical patent/DE1671058A1/en
Publication of DE1671058B2 publication Critical patent/DE1671058B2/en
Application granted granted Critical
Publication of DE1671058C3 publication Critical patent/DE1671058C3/en
Expired 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/16Sulfur-containing compounds
    • C04B24/20Sulfonated aromatic compounds
    • C04B24/22Condensation or polymerisation products thereof

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

Das Hauptpatent 16 71 017 betrifft die Herstellung eines Baumaterials, bestehend aus Harz, erdalkalihaltigen anorganischen Bindemitteln und gegebenenfalls Füllstoffen, indem man 0,01 bis 30 Gew.-%, bezogen auf das anorganische Bindemittel, einer Lösung an sulfit- oder sulfonsäuremodifiziertem Harz auf der Basis eines Amino-s-triazins mit mindestens zwei NH2-Gruppen mit so viel Zement, Kalk, Gips oder gebranntem Magnesit als erdalkalihaltige, anorganische Bindemittel umsetzt, daß pro Mol Säuregruppe mindestens 1 Mol Erdalkali zur Verfügung steht, und diese Lösung zu den entsprechenden anorganischen Bindemitteln und gegebenenfalls Füllstoffen zusetzt.The main patent 16 71 017 relates to the production of a building material consisting of resin containing alkaline earth inorganic binders and optionally fillers, by adding 0.01 to 30% by weight, based on the inorganic binder, a solution of sulfite- or sulfonic acid-modified resin based on a Amino-s-triazines with at least two NH2 groups with as much cement, lime, plaster of paris or burnt Magnesite as an alkaline earth, inorganic binder converts that per mole of acid group at least 1 mole Alkaline earth is available, and this solution to the corresponding inorganic binders and optionally Adding fillers.

Die vorliegende Erfindung stellt eine weitere Ausbildung des Gegenstandes der Hauptanmeldung insofern dar, als man das sulfit- oder sulfonsäuremodifi- ?ierte Harz aus Amino-s-triazin mit mindestens zwei NH2-Gruppen und Formaldehyd in freier oder gebundener Form in der Mischung aus anorganischem Bindemittel, Wasser und gegebenenfalls Füllstoffen unmittelbar erzeugt.The present invention represents a further development of the subject matter of the parent application insofar as the sulfite or sulfonic acid-modified resin from amino-s-triazine with at least two NH2 groups and formaldehyde in free or bound form in the mixture of inorganic Binder, water and optionally fillers generated directly.

Das Harz wird in diesem Falle erst während desIn this case, the resin is only used during the

Erhärtungsprozesses gebildet und bewirkt so die gewünschte Festigkeitssteigerung des Baumaterials. Es ist also eine getrennte Herstellung der Harzlösung überflüssig.Formed hardening process and thus causes the desired increase in strength of the building material. It Separate production of the resin solution is therefore unnecessary.

BeispieleExamples

(die Klammerwerte bedeuten die jeweils zu verwendenden Mengen und die resultierenden Werte bei einem
2. Beispiel)
(The values in brackets mean the amounts to be used in each case and the resulting values for a
2nd example)

1. Zu einer Mischung aus 100 Gewichtsteilen Portlandzement 275 und 300 Gewichtsteilen Sand wurden, gelöst im Anmachwasser, 13 (2,6) Gewichtsteile Ammelin, 1,0 (2,0) Gewichtsteile Ätznatron, 0,6 (1,2) Gewichtsteile Formaldehyd und 0,1 (0,2) Gewichtsteile Formaidehydnatriumsulfoxylat zugesetzt. Nach '8 Tagen wurde die Biegezug- und Druckfestigkeit besummt.1. To a mixture of 100 parts by weight of Portland cement 275 and 300 parts by weight of sand were dissolved in the mixing water, 13 (2.6) parts by weight Ammeline, 1.0 (2.0) parts by weight caustic soda, 0.6 (1.2) parts by weight formaldehyde and 0.1 (0.2) parts by weight Sodium formaldehyde sulfoxylate added. After 8 days the flexural tensile strength and compressive strength were summed up.

Gegenüber dem Beton ohne Zusatz wurde die Biegezugfestigkeit um 36% (76%) und die Druckfestigkeit um 55% (65%) erhöhtCompared to the concrete without additive, the flexural strength was increased by 36% (76%) and the compressive strength increased by 55% (65%)

2. 100 Gewichtsteile Portlandzement 275, 300 Gewichtsteile Sand, 13 Gewichtsteile Ammelin, 1,0 Gewichtsteile Ätznatron und 2,5 Gewitfusteile Formaldehydnatriumsulfoxylat wurden trocken gemischt. Nach Zugabe von 50 Gewichtsteilen Wasser wurden Probekörper hergestellt und nach 28 Tagen Biegezug- und Druckfestigkeit bestimmt.2. 100 parts by weight Portland cement 275, 300 parts by weight sand, 13 parts by weight ammeline, 1.0 Parts by weight of caustic soda and 2.5 parts by weight of sodium formaldehyde sulfoxylate were dry mixed. After adding 50 parts by weight of water, test specimens were made produced and determined after 28 days of flexural tensile strength and compressive strength.

Gegenüber dem Beton ohne Zusatz wurde die Biegezugfestigkeit um 25% und die Druckfestigkeit um 37% erhöhtCompared to the concrete without additive, the flexural tensile strength was around 25% and the compressive strength around 37% increased

3. Zu einer Mischung aus 100 Gewichtsteilen Portlandzement 275 und 300 Gewichtsteilen Sand wurden, gelöst im Anmachwasser, 1,2 (2,4) Gewichtsteile 0-SuIfopropioguanamin, 0,5(1,0) Gewichtsteile Ätznatron und 0,5 (1,0) Gewichtsteile Formaldehyd zugesetzt und nach 28 Tagen die Biegezug- und Druckfestigkeit bestimmt3. To a mixture of 100 parts by weight Portland cement 275 and 300 parts by weight sand dissolved in the mixing water, 1.2 (2.4) parts by weight of 0-sulfopropioguanamine, 0.5 (1.0) parts by weight of caustic soda and 0.5 (1.0) parts by weight of formaldehyde and after 28 days the flexural tensile and compressive strength certainly

Gegenüber dem Beton ohne Zusatz wurde die Biegezugfestigkeit um 5% (22%) und die Druckfestigkeit um 19% (52%) erhöht.Compared to the concrete without additive, the flexural tensile strength was 5% (22%) and the compressive strength increased by 19% (52%).

4. 100 Gewichtsteile Portlandzement 275, 300 Gewichtsteile Sand, 2,4 Gewichtsteile 0-Sulfopropioguanamin, 1,0 Gewichtsteile Ätznatron und 43 Gewichtsteile Formaidehydnatriumsulfoxylat wurden trokken gemischt. Nach Zugabe von 50 Gewichtsteilen Wasser wurden Probekörper hergestellt und nach 28 Tagen Biegezug- und Druckfestigkeit bestimmt.4. 100 parts by weight of Portland cement 275, 300 parts by weight of sand, 2.4 parts by weight of 0-sulfopropioguanamine, 1.0 part by weight of caustic soda and 43 parts by weight of formaldehyde sodium sulfoxylate became dry mixed. After adding 50 parts by weight of water, test specimens were produced and Days of flexural tensile strength and compressive strength determined.

Gegenüber dem Beton ohne Zusatz wurde die Biegezugfestigkeit um 23% und die Druckfestigkeit um 40% erhöht.Compared to the concrete without additive, the flexural tensile strength was around 23% and the compressive strength around 40% increased.

Claims (2)

Patentansprüche:Patent claims: 1. Verfahren zur Herstellung eines Baumaterials aus Zement, Kalk, Gips oder gebranntem Magnesit als erdalkalihaltiges anorganisches Bindemittel, 0,01 bis 30Gew.-%, bezogen auf das anorganische Bindemittel, an mit sulfit- oder sulfonsäuremodifiziertem Harz auf der Basis eines Amino-s-triazins mit mindestens 2 NHrGruppen und gegebenenfalls Füllstoffen nach Hauptpatent 16 71 017, wobei das sulfit- oder sulfonsäuremodifizierte Harz aus Aminos-triazin mit mindestens zwei NHrGruppen und Formaldehyd mit so viel anorganischen Bindemitteln umgesetzt wird, daß pro Mol Säuregruppe mindestens 1 Mol Erdalkali zur Verfügung steht, dadurch gekennzeichnet, daß das Aminos-triazinharz aus Amino-s-triazin mit mindestens zwei NHrGruppen und Formaldehyd in der Mischung aus anorganischen Bindemitteln, Wasser und gegebenenfalls Füllstoffen erzeugt wird.1. Process for the production of a building material from cement, lime, gypsum or burnt magnesite as an inorganic binder containing alkaline earth, 0.01 up to 30% by weight, based on the inorganic binder, of sulphite or sulphonic acid modified Resin based on an amino-s-triazine with at least 2 NHr groups and optionally Fillers according to main patent 16 71 017, the sulfite- or sulfonic acid-modified resin from aminos-triazine with at least two NH groups and formaldehyde with as many inorganic binders is implemented that at least 1 mole of alkaline earth is available per mole of acid group, characterized in that the aminos-triazine resin from amino-s-triazine with at least two NH groups and formaldehyde in the mixture of inorganic binders, water and optionally fillers is produced. 2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß das Formaldehyd in freier oder gebundener Form verwendet wird.2. The method according to claim 1, characterized in that the formaldehyde in free or bound form is used.
DE1967S0109773 1951-01-28 1967-05-08 Method of making a building material Expired DE1671058C3 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE1967S0109773 DE1671058C3 (en) 1951-01-28 1967-05-08 Method of making a building material
DK184568A DK124074B (en) 1967-05-08 1968-04-23 Construction material and method of its manufacture.
NO173668A NO120723B (en) 1967-05-08 1968-05-03

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE1671058 1951-01-28
DE1967S0109773 DE1671058C3 (en) 1951-01-28 1967-05-08 Method of making a building material

Publications (3)

Publication Number Publication Date
DE1671058A1 DE1671058A1 (en) 1971-12-23
DE1671058B2 DE1671058B2 (en) 1974-05-16
DE1671058C3 true DE1671058C3 (en) 1979-09-06

Family

ID=25754400

Family Applications (1)

Application Number Title Priority Date Filing Date
DE1967S0109773 Expired DE1671058C3 (en) 1951-01-28 1967-05-08 Method of making a building material

Country Status (1)

Country Link
DE (1) DE1671058C3 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3107853A1 (en) * 1981-03-02 1982-09-16 Sika AG, vorm. Kaspar Winkler & Co., 8048 Zürich Process for the preparation of highly concentrated, low-viscosity, aqueous solutions of N-modified melamine-aldehyde resins
DE3107852A1 (en) * 1981-03-02 1982-09-16 Sika AG, vorm. Kaspar Winkler & Co., 8048 Zürich METHOD FOR PRODUCING HIGH CONCENTRATED, LOW VISCOSES, AQUEOUS SOLUTIONS OF MELAMINE / ALDEHYDE RESIN

Also Published As

Publication number Publication date
DE1671058B2 (en) 1974-05-16
DE1671058A1 (en) 1971-12-23

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