Luminescent concrete product

Patent metadata

Field	Value
Publication number	US-2023265020-A1
Application number	US-202318121693-A
Country	US
Kind code	A1
Filing date	Mar 15, 2023
Priority date	Oct 4, 2018
Publication date	Aug 24, 2023
Grant date	—

Abstract

Luminescent concrete compositions containing cement, fine aggregates such as sand, and a phosphor such as strontium aluminate. Glow-in-the-dark concrete products made therefrom and methods of producing such concrete products are also specified. The glow-in-the-dark concrete products demonstrate good mechanical strength (e.g. compressive strength) and skid resistance. The addition of phosphorescent strontium aluminate provides luminance that persists for up to 10 hours to the concrete products.

First claim

1 - 20 . (canceled)

21 . A luminescent concrete composition, comprising:
a cement; a fine aggregate comprising sand; and phosphorescent aluminate particles, wherein a weight ratio of the aluminate particles to the fine aggregate is in the range of 1:2 to 1:20; and wherein the luminescent concrete composition has an intensity of glow of 2-15 candelas per square meter for a period of 0.1-10 hours upon excitation with sun light for 2-20 minutes.

22 . The luminescent concrete composition of claim 21 , wherein the phosphorescent aluminate particles comprise a rare earth element doped strontium aluminate.

23 . The luminescent concrete composition of claim 22 , wherein the rare earth element is at least one selected from the group consisting of cerium, dysprosium, europium, and neodymium.

24 . The luminescent concrete composition of claim 23 , wherein the rare earth element doped strontium aluminate further comprises a promoter selected from the group consisting of boron, lithium, sodium, potassium, magnesium, calcium, barium, chromium, and manganese.

25 . The luminescent concrete composition of claim 21 , wherein the phosphorescent strontium aluminate particles have an average particle size of 1-15 µm.

26 . The luminescent concrete composition of claim 21 , wherein the sand has a bulk specific gravity of 2.2-2.8, and a water absorption of 0.2%-1.0%.

27 . The luminescent concrete composition of claim 21 , which has a weight percentage of the fine aggregate ranging from 35-60 wt% relative to a total weight of the luminescent concrete composition.

28 . The luminescent concrete composition of claim 21 , wherein the cement is an ordinary Portland cement.

29 . The luminescent concrete composition of claim 21 , which has a weight percentage of the cement ranging from 30-60 wt% relative to a total weight of the luminescent concrete composition.

30 . The luminescent concrete composition of claim 21 , consisting essentially of
the cement; the fine aggregate comprising sand; and phosphorescent strontium aluminate particles, wherein a weight ratio of the phosphorescent strontium aluminate particles to the fine aggregate is in the range of 1:2 to 1:20.

31 . A glow-in-the-dark concrete block, comprising:
a surface layer comprising a cured luminescent concrete; and a base concrete block, wherein the cured luminescent concrete comprises:
a cement;
a fine aggregate comprising sand; and
phosphorescent aluminate particles,
wherein a weight ratio of the phosphorescent aluminate particles to the fine aggregate is in the range of 1:2 to 1:20; and wherein the cured luminescent concrete has an intensity of glow of 2-15 candelas per square meter for a period of 0.1-10 hours upon excitation with sun light for 2-20 minutes; and wherein at least a portion of a surface of the base concrete block is coated by the surface layer.

32 . The glow-in-the-dark concrete block of claim 31 , wherein the surface layer has a thickness of 1-20 mm, and wherein a thickness ratio of the surface layer to the base concrete block is in the range of 0.02:1 to 0.2:1.

33 . The glow-in-the-dark concrete block of claim 31 , wherein the base concrete block comprises a cured form of a concrete slurry comprising cement, a fine aggregate comprising sand, a coarse aggregate comprising limestone, and water, and which is devoid of phosphorescent aluminate particles.

34 . The glow-in-the-dark concrete block of claim 33 , wherein the limestone has an average particle size of 2-15 mm, a bulk specific gravity of 2.0-3.0, and a water absorption of 1.0%-3.0%.

35 . The glow-in-the-dark concrete block of claim 31 , which has a compressive strength of 43-50 MPa according to ASTM C936/C936M.

36 . The glow-in-the-dark concrete block of claim 31 , wherein the surface layer has a skid resistance value of 100-150.

37 . The glow-in-the-dark concrete block of claim 31 , wherein a volume of the base concrete block is greater than that of the surface layer.

Assignees

• Univ Imam Abdulrahman Bin Faisal

Inventors

• Saleem Muhammad
• Blaisi Nawaf Isam Ahmed

Classifications

• C04B41/5098 Primary

  Cermets · CPC title

• C04B14/06

  Quartz; Sand · CPC title

• C04B14/303

  Alumina · CPC title

• C04B28/04

  Portland cements · CPC title

• C04B41/009

  characterised by the material treated · CPC title