A hot-pressed geopolymeric composition and producing method for making the ultra-high strength geopolymer are disclosed. The hot-pressed geopolymeric composition may include at least one aluminosilicate source and at least one alkali activator and optionally any kind of fillers. The ultra-high strength geopolymer with various densities can be produced by applying low hot-pressing pressure in a short time.

A high-workability, fire-resistant, anti-spalling concrete composition is provided. The concrete composition has a slump value of at least approximately 150 mm, a fire-resistant period of at least 4 hours, a compressive strength of at least 120 MPa at room temperature, and a compressive strength of at least 20 MPa at 700 C. The composition includes cement, fly ash, silica fume, aggregate particles having a particle size D.sub.90 of approximately 20 mm or less and superplasticizer. The composition includes fiber additives including steel fibers in an amount ranging between approximately 0.1% and approximately 0.4% by volume of the concrete composition and polypropylene fibers having a melting point of approximately 200 C. or less in an amount ranging between approximately 0.05% and 0.3% by volume of the concrete composition. Carbon nanotubes are also present in an amount ranging between approximately 0.1% and approximately 0.3% by volume of the concrete composition.

A cementitious composition includes (i) white Portland cement having a fineness of about 350-550 m.sup.2/kg, D90 between about 11-50 m, and total combined iron oxide, manganese oxide, and chromium oxide <1.0% by weight (ii) light color pozzolan such as white silica fume, and (iii) at least one light color particulate material, such as ground granulated blast furnace slag (GGBFS) having a fineness greater than that of the white Portland cement, a D90 less than that of the white Portland cement, and total combined iron oxide, manganese oxide, and chromium oxide content <3.0% by weight and/or coarse limestone powder having a D90 greater than that of the white cement. The cementitious composition may include one or more of aggregates, fibers, or admixture. The cementitious composition can be a dry blend, fresh cementitious mixture, or hardened cementitious composition. The cementitious composition can be precast concrete, stucco, GFRC, UHPC or SCC.

A green concrete comprising: a binder component comprising Portland cement, natural basaltic volcanic ash pozzolana, and metakaolin; an aggregate component comprising fine aggregates and coarse aggregates; water; and a super plasticizer.

The present invention relates to improved concrete elements, particularly to self-prestressed, high-performance concrete elements (SP-HPC elements); to cementitious compositions suitable, for producing such concrete elements; to methods of manufacturing such concrete elements and such cementitious compositions; to the use of specific components in concrete elements and cementitious mixtures. The compositions and elements described herein comprise an effective amount of expansive agents in combination with superabsorbent polymers (SAP) and shrinkage reducing admixtures (SRA), and optional further components as defined in the claims. The present invention further provides for improved tendons, suitable for SP-HPC elements.

There is provided a fiber-reinforced brittle matrix composite. The fiber-reinforced brittle matrix composite comprises a brittle matrix material (for example, a cementitious or ceramics material) and a coated fiber embedded in the brittle matrix material, wherein the coated fiber comprises a fiber (for example, polyethylene fiber, glass fiber, silicon carbide fiber, alumina fiber, mullite fiber) and a coating material (for example, carbon nanofibers, carbon nanotubes), which is non-covalently disposed on the fiber. A method for producing the fiber-reinforced brittle matrix composite is also provided. The method comprises providing a fiber, disposing a coating material on the fiber to form a coated fiber, wherein the coating material is non-covalently disposed on the fiber, and embedding the coated fiber in a brittle matrix material to obtain the fiber-reinforced brittle matrix composite.

A hydraulic composition includes in relative parts by mass with respect to the cement 100 parts of cement the particles of which have a BET specific surface area comprised from 1.20 to 5 m.sup.2/g; 32 to 42 parts of water; 5 to 50 parts of a mineral addition A1 the particles of which have a D50 less than or equal to 6 ?m and selected from silica fume, metakaolin, slag, pozzolans or mixtures thereof; 90 to 230 parts of sand the particles of which have a D50 greater than or equal to 50 ?m and a D90 less than or equal to 3 mm; 0.0001 to 10 parts of a superplasticizer, the active material concentration of which is 15% by mass.

A blended cementitious mixture is disclosed, the blended cementitious mixture comprising: a cement included in an amount corresponding to greater than 3% and less than 40% by mass of powders in the cementitious mixture; supplemental cementitious materials included in an amount corresponding to greater than 50% and less than 90% by mass of powders in the cementitious mixture and a carbonate source included in an amount less than or equal to 20% by mass of powders in the cementitious mixture. The cementitious mixture can be mixed with concrete sand, water, chemical admixtures and coarse aggregates and cured to form concrete.

A low-carbon emission mineral casting material and a manufacturing method thereof, and an equipment including a low-carbon emission mineral casting are provided. The low-carbon emission mineral casting material includes a bonding agent, a first aggregate, and an additive agent. The bonding agent includes one or more of silicate, aluminate, or iron-aluminate. A first particle diameter of the first aggregate is less than or equal to 15 mm. The low-carbon emission mineral casting material provided by the present application has better heat resistance, lower thermal conductivity, lower expansion coefficient, and better shock-absorbing performance than traditional casting material.

A wind turbine generator is disclosed. The wind turbine generator comprises a nacelle and rotor, and a tower between said nacelle and a foundation. The tower comprises an ultra-high performance fiber reinforced composite (UHPFRC) tower part extending from the foundation. The tower includes at least four tower segments arranged on top of each other to form a column, and pre-tensioning steel strands or bars for pre-tensioning the tower segments in a vertical direction. The UHPFRC tower part is made in a UHPFRC with a percentage of steel fibers per volume in the range of 0.5 to 9, such as 1 to 6, and preferably in the range of 2 to 4.