IP Library Granted Patent US 7,448,170
Granted Patent B2
US 7,448,170 · App. 10/489,952 · Granted Nov 11, 2008

Indirectly prestressed, concrete, roof-ceiling construction with flat soffit

Assignee: Mara-Institut d.o.o.
View Patent ↗
Loading inventors, assignments & file history…
Monitor This Case
Get email alerts when status or documents change.
Order Certified Copies
Most orders are placed with the USPTO same day — all within 24 business hours.
Order via The Patent Place →
Pre-filled with this patent's details
Quick Facts
Patent No.
US 7,448,170
App. No.
10/489,952
Granted
Nov 11, 2008
Kind
B2
Abstract

An indirectly prestressed concrete roof-ceiling construction is a prefabricated element for constructing large-span industrial buildings. The construction includes a distinctly wide and thin concrete soffit plate and an upper concrete girder of an inverse “V”-shaped cross section, interconnected by slender steel pipe-rods that are used to stabilize the upper girder against lateral buckling and to prevent the plate and the girder from getting closer or further away from each other. Prestressing of the soffit plate causes compression in the upper girder which passively (indirectly) pushes the ends of the construction, acting on some eccentricity over the center of gravity of the cross section, causing rotation of its ends, bending in that way the soffit plate upwards. There are two efficient methods of prestressing these constructions.

Claims (11)

1. A prefabricated building element used as an indirectly prestressed, concrete, roof-ceiling construction with flat soffit for constructing large-span industrial buildings, the prefabricated building element comprising

a lower, distinct wide and thin concrete soffit plate,

an upper thin walled, cross sectional inverse “V” shaped upper concrete girder having two ends, said concrete girder being of one-piece construction between said two ends and said girder being spaced from the soffit plate except at the two ends of the girder, the concrete plate and the girder being interconnected by distributed slender steel pipe-rods, the soffit plate being prestressed centrically.

2. The prefabricated building element according to claim 1 , wherein deflection control of the soffit plate is performed by indirect prestressing of the soffit plate causing a passive reaction of the upper girder towards both of the ends and bending upwards of the soffit plate through rotation of the ends.

3. The prefabricated building element according to claim 1 , wherein the upper girder is prevented against lateral buckling by the steel pipe-rods with the rods inclined, following a slope of the inverse “V” cross section of the upper girder.

4. A prefabricated building element used as an indirectly prestressed, concrete, roof-ceiling construction with flat soffit for constructing large-span industrial buildings, the prefabricated building element comprising

a lower flat concrete soffit plate,

an upper concrete girder, said girder having a cross-sectional inverted V shape continuously maintained between two ends of the concrete girder,

said concrete girder being of one-piece construction between said two ends,

said cross-sectional inverted V shape having a cross piece and two legs extending from said cross piece, said two legs being thinner than said cross piece, and

a plurality of spaced rods extending from the legs of the girder at an angle of inclination equal to an angle of inclination of the legs of the girder, said rods interconnecting said concrete soffit plate and said concrete girder, the two ends of said concrete girder being connected directly to said soffit plate.

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Oct 8, 2004
From: SKENDZIC, MILOVAN; SMRCEK, BRANKO
To: MARA-INSTITUT D.O.O.
Reel/Frame 015874/0526 →
Priority Claims (1)
HR P 20020044 A · Jan 16, 2002 · national
Continuity (1)
Related Publication 20050072065A1 · Apr 7, 2005