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86results about How to "Compensation for shrinkage" patented technology

Micro-expansion fiber reinforced concrete and preparation method thereof

The invention discloses micro-expansion fiber reinforced concrete for a steel-concrete combined beam bridge panel wet joint and a preparation method of the micro-expansion fiber reinforced concrete, and relates to the preparation field of the micro-expansion fiber reinforced concrete. The micro-expansion fiber reinforced concrete comprises gel materials (cement, coal ash, slag powder and an expanding agent), aggregate, reinforcing materials, imitated steel fibers, a water reducer and water, wherein the 28 compressive strength of the micro-expansion fiber reinforced concrete is not lower than 69.0MPa, the 28d breaking strength of the micro-expansion fiber reinforced concrete is not lower than 7.0 MPa, the 28d splitting tensile strength of the micro-expansion fiber reinforced concrete is not lower than 5.0 MPa, the 28d elasticity modulus of the micro-expansion fiber reinforced concrete is not lower than 36.0 GPa, the cracking resistance level of the micro-expansion fiber reinforced concrete reaches L-IV level, the 28d bending toughness index I20 of the micro-expansion fiber reinforced concrete is not lower than 8, the 56d chlorine ion diffusion coefficient of the micro-expansion fiber reinforced concrete is lower than 4.0*10<-12>m<2>/s, the 21d shrinkage percentage of the micro-expansion fiber reinforced concrete is lower than 200*10<-6>. By using the preparation method, the shrinkage cracking of the micro-expansion fiber reinforced concrete can be effectively avoided, so that the reinforced concrete is relatively compact. The micro-expansion fiber reinforced concrete disclosed by the invention is relatively high in strength, relatively low in shrinkage percentage, good in bending toughness and durability, relatively low in cost and conveniently to widely use.
Owner:THE 2ND ENG CO LTD MBEC +1

Low-shrinkage 3D printing concrete co-doped with lignin fibers and preparation method of low-shrinkage 3D printing concrete

The invention discloses low-shrinkage 3D printing concrete co-doped with lignin fibers and a preparation method of the low-shrinkage 3D printing concrete. The concrete comprises the following components: high belite sulphoaluminate cement, ordinary Portland cement, lignin fibers, a UEA expanding agent, silica fume, quartz sand, water and an additive. The lignin fibers are applied to the 3D printing concrete for the first time, the effects of internal curing and fiber toughening are achieved, shrinkage deformation of the 3D printing concrete in all ages can be effectively reduced, the early-stage cracking resistance is improved, the interlayer bonding performance of the 3D printing concrete is effectively improved, and meanwhile the humidity balance of a concrete material can be adjusted. The high belite sulphoaluminate cement and the ordinary Portland cement are mixed according to a proper proportion to serve as a cementing material of the 3D printing concrete. The printability of the concrete can be optimized and the early strength of the concrete can be improved due to the characteristics of quick setting and early strength of the high belite sulphoaluminate cement, and the shrinkage deformation of the 3D printing concrete in the later period can be reduced due to the characteristic of low shrinkage.
Owner:HEBEI UNIV OF TECH +1

Self-compacting concrete applicable to joint section of steel structure concrete composite beam

The invention discloses self-compacting concrete applicable to the joint section of a steel structure concrete composite beam. The concrete is prepared from the following components in parts by mass:100 to 150 parts of water, 450 to 500 parts of cement, 50 to 55 parts of a mineral admixture, 675 to 725 parts of fine aggregate, 1000 to 1100 parts of coarse aggregate, 5 to 10 parts of a high-performance polycarboxylate superplasticizer and 50 to 55 parts of a composite expanding agent, wherein the cement is ordinary Portland cement with a grade of 42.5 or above; the mineral admixture is fly ashwith a grade of national standard I or above; the fine aggregate is natural medium sand or machine-made sand; the coarse aggregate is broken stone with a particle size of 5-25 mm; the water reducingrate of the high-performance polycarboxylate superplasticizer has to be 25% or above. According to the invention, automatic compaction and no shrinkage of concrete in the joint section of a hybrid beam are realized; and the concrete has stable working performance and mechanical performance, and can be applied to concrete structure construction under occasions like construction space is narrow, only self-compaction concrete pouring can be adopted and concrete can only be conveyed from the outer side.
Owner:SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD +1

Alkali-activated cementing material doped with high-silicon iron tailings and red mud and preparation method of alkali-activated cementing material

The invention belongs to the field of alkali-activated inorganic nonmetal cementing materials, and particularly relates to an alkali-activated cementing material doped with high-silicon iron tailings and red mud and a preparation method of the alkali-activated cementing material. The material comprises the following raw materials: 30 to 50 parts of high-silicon iron tailings; 15 to 20 parts of red mud; 20 to 35 parts of coal gangue; 10 to 15 parts of alkaline residues; and 1-5 parts of an alkaline activator. The preparation method comprises the following steps: adding the high-silicon iron tailings, the red mud and the coal gangue into a stirrer, performing uniform stirring, dissolving the alkaline residues into the alkaline exciting agent, adding the mixture into the stirrer after the alkaline residues are completely dissolved, performing stirring and mixing at a low speed, pouring the standard sand into a stirring pot, stopping stirring, and performing stirring again to obtain alkali-activated cementing material slurry; injecting the obtained alkali-activated cementing material slurry into a mold, carrying out coagulation and hardening to remove the mold, and performing curing in a curing device to obtain the target product. The concrete is good in gelling property, ideal in impermeability and high in compressive strength, and has a micro-expansion compensation function.
Owner:NORTHEASTERN UNIV +1

Hydrogen generating apparatus using steam reforming reaction

Disclosed herein is an apparatus for generating hydrogen by steam reforming. The apparatus comprises: a casing having provided in the central portion thereof a combustion section for producing high-temperature reaction heat; a flame guide provided such that it forms the outer wall of the combustion section while a space is provided outside thereof; a plurality of catalytic tubes arranged concentrically with respect to the combustion section in the space outside the flame guide; a feed supply manifold disposed at one side of the inside of the casing so as to distribute a feed supplied from the outside of the apparatus to each of the catalytic tubes; a reformate manifold connected with one end of each of the catalytic tubes so as to discharge a reformate obtained by the reforming reaction to the outside of the apparatus; and a support member which consists of an inner ring plate formed at one side of the inside of the casing and an outer ring plate disposed concentrically around the outer circumference of the inner ring plate and which has formed at the boundary between the inner and outer ring plates tube holes into which one end of each of the catalytic tubes is inserted. In the hydrogen generating apparatus, the structure of the support member supporting the plurality of catalytic tubes is simply divided into the inner ring plate and the outer ring plate, such that the expansion and shrinkage of the support member by thermal stress can be efficiently compensated for. As a result, deformation and breakdown of the support member caused by thermal stress can be prevented, thus improving the overall durability and stability of the hydrogen generating apparatus.
Owner:SK INNOVATION CO LTD
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