IP Library Granted Patent US 9,284,225
Granted Patent B2
US 9,284,225 · App. 13/262,108 · Granted Mar 15, 2016

Composite concrete for floor slabs and rafts

Inventors: Janis Oslejs (Riga, LV); Kaspars Kravalis (Riga, LV)
Assignee: Primekss Rabine North America LLC
C04B28/04C04B22/008C04B2103/58C04B2111/34C04B2111/60Y10T428/25
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Quick Facts
Patent No.
US 9,284,225
App. No.
13/262,108
Granted
Mar 15, 2016
Kind
B2
Abstract

The invention is in the field of construction and can be used for constructing industrial floors and foundation slabs. The offered composite concrete mixture, comprising cement, sand-stone mixture, water, plasticizer, nano-size pozzolans, shrinkage reducing additive, and steel and/or synthetic fibers, allows the construction of thin, completely jointless without limitation of area, large composite concrete slabs, with no observable shrinkage cracks or curling.

Claims (71)

1. A monolithic floor slab or monolithic raft slab having at least 1000 J of energy absorption, determined in accordance with the Swiss Standard SIA 162, and zero shrinkage after 150 days of hardening, the floor slab or raft slab made of composite concrete containing cement, water, sand-stone mixture, fibers, plasticizer, at least one shrinkage reducing additive chosen from a group consisting of free lime, ethylene glycol, and calcium sulfoaluminate, wherein the ingredients content in 1 m 3 of said composite concrete comprises:

cement, being CEMI, CEMII or CEMIII cement type containing at least 75% of clinker:

240-360 kg;

water: 110-165 kg;

sand-stone mixture with particle size to 16 mm: 1700-1900 kg;

plasticizer: 0.5-2% of the cement content;

shrinkage reducing additive or additives added in the quantity of:

5-70 kg;

steel fibers of diameter 0.75-1 mm and aspect ratio 50-70:

25-60 kg,

wherein the monolithic floor slab or monolithic raft slab being fully jointless without limitation of area and the thickness of the said fully jointless monolithic floor slab or fully jointless monolithic raft slab is at least 50 mm.

2. The monolithic floor slab or monolithic raft slab according to claim 1 , further comprising synthetic fibers of diameter 2000 dn, wherein the content of the synthetic fibers per 1 m 3 is 0.6-4 kg.

3. The monolithic floor slab or monolithic raft slab according to claim 1 ,

which additionally contains nano-size pozzolanic dust, hereto the ingredients content of 1 m 3 of said composite concrete comprises:

cement:

240-360

kg;

water:

110-165

kg;

sand-stone mixture with particle size to 16 mm:

1700-1900

kg;

plasticizer:

0.5-2% of the

cement content;

shrinkage reducing additive or additives:

5-70

kg;

steel fibers of diameter 0.75-1 mm and aspect

25-60

kg;

ratio 50-7:

synthetic fibers of diameter 2000 dn:

0.6-4

kg;

nano-size pozzolanic dust:

5-15

kg.

4. The monolithic floor slab or monolithic raft slab according to claim 2 ,

which additionally contains nano-size pozzolanic dust, hereto the ingredients content of 1 m 3 of said composite concrete comprises:

cement:

240-360

kg;

water:

110-165

kg;

sand-stone mixture with particle size to 16 mm:

1700-1900

kg;

plasticizer:

0.5-2% of

cement content;

shrinkage reducing additive or additives:

5-70

kg;

steel fibers of diameter 0.75-1 mm and aspect

25-60

kg;

ratio 50-70:

synthetic fibers of diameter 2000 dn:

0.6-4

kg;

nano-size pozzolanic dust:

5-15

kg.

5. The monolithic floor slab or monolithic raft slab according to claim 1 , being 100 mm thick, fully jointless without limitation of area, having at least 1000 J of energy absorption, determined in accordance with the Swiss Standard SIA 162, and zero shrinkage after 150 days of hardening, wherein the ingredients content in 1 m 3 of said composite concrete comprises: cement, being CEMII cement type: 310 kg; water: 140 kg; sand-stone mixture with particle size to 16 mm: 1900 kg; free lime: 30 kg; calcium sulfoaluminate 40 kg; melamine 3 kg; steel fibers of diameter 1 mm and length 50 mm: 40 kg; synthetic fibers with diameter 2000 dn and length 15 mm: 1 kg.

6. The monolithic floor slab or monolithic raft slab according to claim 1 , being 120 mm thick, fully jointless without limitation of area, and having at least 1000 J of energy absorption, determined in accordance with the Swiss Standard SIA 162, and zero shrinkage after 150 days of hardening, wherein the ingredients content in 1 m 3 of said composite concrete comprises: cement, being CEMII cement type: 330 kg; water 140 kg; sand-stone mixture with particle size to 16 mm: 1800 kg; naphthalene-melamine: 2 kg; nano-size pozzolanic dust: 10 kg; ethylene glycol: 5 kg; steel fibers of diameter 0.75 mm and length 50 mm: 25 kg; synthetic fibers of diameter 2000dn and length 15 mm: 2 kg.

7. The monolithic floor slab or monolithic raft slab according to claim 1 , being 50-220 mm thick.

8. The monolithic floor slab according to claim 1 , wherein said monolithic floor slab is placed on a sub base.

9. The monolithic floor slab according to claim 2 , wherein said monolithic floor slab is placed on a sub base.

Assignments (4)
CHANGE OF NAME Recorded Mar 30, 2017
From: PRIMEKSS NORTH AMERICA, LLC; PRIMEKSS RABINE NORTH AMERICA LLC
To: PRIMEKSS NORTH AMERICA, LLC
Reel/Frame 042113/0967 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jan 16, 2013
From: PRIMETEH, A/S
To: PRIMEKSS GROUP SIA
Reel/Frame 029641/0487 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jan 16, 2013
From: PRIMEKSS GROUP SIA
To: PRIMEKSS RABINE NORTH AMERICA LLC
Reel/Frame 029641/0639 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Sep 30, 2011
From: OSLEJS, JANIS; KRAVALIS, KASPARS
To: PRIMETEH, A/S
Reel/Frame 027000/0555 →
Priority Claims (1)
LV P-09-186 · Oct 26, 2009 · national
Continuity (1)
Related Publication 20120021206A1 · Jan 26, 2012