ES201981A1 - Expanded constructional cements and plasters - Google Patents
Expanded constructional cements and plastersInfo
- Publication number
- ES201981A1 ES201981A1 ES0201981A ES201981A ES201981A1 ES 201981 A1 ES201981 A1 ES 201981A1 ES 0201981 A ES0201981 A ES 0201981A ES 201981 A ES201981 A ES 201981A ES 201981 A1 ES201981 A1 ES 201981A1
- Authority
- ES
- Spain
- Prior art keywords
- aluminium
- per cent
- cement
- expansion
- water
- 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
Links
Classifications
-
- 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
- C04B28/04—Portland cements
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Catalysts (AREA)
Abstract
In a process for the production of a set, expanded constructional cement or plaster by the reaction, in situ, of aluminium powder and aqueous mild alkali, the expansion is effected in the presence of less than 1 per cent. by weight of a water-soluble lower aliphatic alcohol, preferably methanol or ethanol. Ferric oxide and powdered chalk may also be added to promote and enhance the expansion. When considerable expansion is desired additional lime may be incorporated if the free lime content of Portland cement is insufficient for reaction with the large amount, e.g. 4-8 per cent. of aluminium used. For preformed reinforced structural building units 1/4 to 1/2 per cent. of aluminium based on Portland cement is used and a mixing time of about 2 minutes with the mixing water at 75-80 DEG C. is employed. Alternatively substantial quantities, e.g. 4-6 per cent. of aluminium powder together with ferric oxide and alkali catalyst may be incorporated with Portland cement and the mixing continued for a sufficient time, e.g. 5-8 minutes to degasify the mixture thereby producing a material of density similar to that obtained with only 1/4 to 1/2 per cent. of aluminium but with greatly reduced free lime content and correspondingly improved quality. Known additives such as do not interfere chemically with the expansion process, e.g. bentonite, pigments, fillers such as cork, asbestos, woodwool, stone, sand, aggregate, sawdust, pumice and crushed concrete, and reinforcements such as steel wire or aluminium or aluminium alloy strip together with gypsum and other plasters and aluminous cements may also be incorporated. The cement mix may be used in situ or prefabricated and in cases where the lime content is very low may be formed into heat-radiating or surface combustion elements, thus it may be cast about an electric filament. In an example 20 ozs. of Chinnor cement 0.5 oz. of powdered aluminium and 0.05 oz. of ferric oxide powder are mixed with 350 ml. of water at 75 DEG C. to which has been added to 5 ml. of diluted aqueous mixture formed by adding 6.4 ml. of a 4 per cent. by weight aqueous solution of barium hydroxide or borax through 1 ml. of methanol or ethanol diluted with 20 times its volume of water, and the mixture is worked for 4 minutes. An expanded concrete of large cell size and a heat regeneration of 2 DEG C. after 5 hours is obtained.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB379251A GB711143A (en) | 1951-02-16 | 1951-02-16 | Expanded constructional cements and plasters |
Publications (1)
Publication Number | Publication Date |
---|---|
ES201981A1 true ES201981A1 (en) | 1952-04-16 |
Family
ID=9764990
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES0201981A Expired ES201981A1 (en) | 1951-02-16 | 1952-02-15 | Expanded constructional cements and plasters |
Country Status (2)
Country | Link |
---|---|
ES (1) | ES201981A1 (en) |
GB (1) | GB711143A (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DK104285C (en) * | 1963-09-17 | 1966-04-25 | Bent Holm | Process for producing porous concrete from cement, sand and aluminum powder. |
GB2426975B (en) * | 2005-06-10 | 2010-09-29 | John William Carson | Improved building construction |
RU2554613C1 (en) * | 2014-03-14 | 2015-06-27 | Общество с ограниченной ответственностью "Элгад-ЗСИ" | Method for producing items of aerated concrete of autoclave hardening |
-
1951
- 1951-02-16 GB GB379251A patent/GB711143A/en not_active Expired
-
1952
- 1952-02-15 ES ES0201981A patent/ES201981A1/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
GB711143A (en) | 1954-06-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4444593A (en) | Rapid setting accelerators for cementitious compositions | |
US3232777A (en) | Cementitious composition and method of preparation | |
KR102685380B1 (en) | Ultra-low carbon clinker-free cement and its manufacturing method and application | |
CN112573884A (en) | High-toughness alkali slag granite powder aerated concrete block and preparation method thereof | |
CN103819218B (en) | Method for producing aerated concrete block from iron tailings | |
CN115925306A (en) | Dicalcium silicate activator and preparation method and application thereof | |
CA3009532C (en) | Accelerator for hydraulic composition | |
US2819171A (en) | Hydraulic cement compositions and method of making same | |
WO1980002419A1 (en) | Hydraulic inorganic composition | |
GB1353036A (en) | Process for the manufacture of structural materials | |
CN105776989A (en) | Novel wet-mixed mortar | |
ES201981A1 (en) | Expanded constructional cements and plasters | |
CN115073054A (en) | High-strength ultrafine additive for shotcrete, preparation method and use method thereof, low-resilience shotcrete and preparation method thereof | |
CN110885204B (en) | Anti-cracking reinforcing material for long-life concrete product and preparation method and application thereof | |
JPH0131466B2 (en) | ||
US2560871A (en) | Method of mixing cement composition | |
JPH0116785B2 (en) | ||
CN115180915B (en) | High-performance concrete and preparation method thereof | |
CN113698148B (en) | Metamorphic rock aggregate rapid-hardening early-strength concrete and preparation method thereof | |
JPH0567578B2 (en) | ||
JP3025401B2 (en) | Manufacturing method of hydrated cured product | |
RU1791415C (en) | Concrete mixture | |
JP2000086312A (en) | Hydration-cured product | |
US1656984A (en) | Cementitious composition | |
EP0093156A1 (en) | Rapid setting accelerators for cementitious compositions. |