Thermally conductive silicone composition, production method thereof, and semiconductor device
US-12104113-B2 · Oct 1, 2024 · US
US9512344B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9512344-B2 |
| Application number | US-201414768049-A |
| Country | US |
| Kind code | B2 |
| Filing date | Feb 14, 2014 |
| Priority date | Feb 15, 2013 |
| Publication date | Dec 6, 2016 |
| Grant date | Dec 6, 2016 |
A practical reading order for non-experts. Skip the full description unless you need deep technical detail.
What the patent document calls the invention.
A short plain-language summary of the technical disclosure.
Who owns or filed the patent and who is credited as inventor.
Filing, priority, publication, and grant dates set the timeline.
The legal scope of protection — read this for what is actually claimed.
Technology tags used to group this patent with similar filings.
Prior art links and similar publications in this corpus.
Official abstract text for this publication.
A Thermally Adaptive Ductile Concrete (PCM-ECC) having a tensile ductility ceramic with 5 times the thermal resistance, 2 times the specific heat capacity, and 400 times the tensile strain capacity of regular concrete.
Opening claim text (preview).
What is claimed is: 1. A fiber-reinforced cementitious composite comprising: a binder of cement, class F fly ash, and water; a plurality of uniformly distributed oil-coated polyvinyl alcohol (PVA) or polyethylene (PE) fibers at 1.5% to 3% of the total volume; a sand with average diameter of about 100 microns; a microencapsulated paraffin wax that changes a state of matter at a temperature between 18 and 26 degrees Celsius; and a water reducing admixture in sufficient quantity to obtain a mini-cone flow rate of a pre-cured fiberless matrix of the fiber-reinforced cementitious composite between 24 and 33 seconds, wherein said composite having an ultimate tensile strength of at least 4 MPa and exhibiting a compressive strength of about 28 MPa. 2. The fiber-reinforced cementitious composite of claim 1 wherein said microencapsulated paraffin wax is not greater than about 10% of the total mass of the composite. 3. The fiber-reinforced cementitious composite of claim 1 wherein said plurality of fibers have an average diameter of 30-50 microns and an average length of 8-12mm. 4. The fiber-reinforced cementitious composite of claim 1 wherein said binder is a Portland cement. 5. The fiber-reinforced cementitious composite of claim 1 wherein said binder is a Type 1 Portland cement. 6. The fiber-reinforced cementitious composite of claim 1 wherein a weight ratio of water to binder is between 0.2 and 0.4. 7. The fiber-reinforced cementitious composite of claim 1 wherein a weight ratio of water to binder is 0.3. 8. The fiber-reinforced cementitious composite of claim 1 wherein a specific heat capacity is between 1000-2000 J/Kg.K when the composite is at temperatures below 20 or above 25 degrees Celsius and a peak specific heat capacity at 23 degrees Celsius is 20% higher than the specific heat capacity value average. 9. The fiber-reinforced cementitious composite of claim 1 wherein a thermal conductivity of the composite is 20% lower than that of a composite without said microencapsulated paraffin wax. 10. The fiber-reinforced cementitious composite of claim 1 wherein said composite has an average specific heat capacity of 1600 J/Kg.K and a peak specific heat capacity of 1900-2000 J/Kg.K at a phase change temperature of 23° C. 11. The fiber-reinforced cementitious composite of claim 1 wherein said composite having an average thermal conductivity between 0.30 and 0.50 W/m.K. 12. The fiber-reinforced cementitious composite of claim 1 wherein said composite having an ultimate tensile strength of about 4.3 MPa. 13. The fiber-reinforced cementitious composite of claim 1 wherein said composite exhibiting strain-hardening behavior resulting in a tensile strain capacity of at least 0.5%. 14. The fiber-reinforced cementitious composite of claim 1 wherein said composite exhibiting strain-hardening behavior resulting in a tensile strain capacity between 3% and 5%. 15. The fiber-reinforced cementitious composite of claim 1 wherein said composite exhibiting a density of about 1650 kg/m 3 .
Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone · CPC title
fibrous · CPC title
for the thermal conductivity, e.g. K-factors · CPC title
Microsilica, e.g. colloïdal silica (preparing microsilica slurries or suspensions C04B18/148) · CPC title
Superplasticisers · CPC title
Related publications grouped by family.
Answers are generated from the same data shown on this page.