Raudbetoontalade ja pingebetoontalade mõõdud ja kujud
We manufacture precast concrete beams with the following cross-sections:
Beams with rectangular cross-section
width 3M, 4M, 5M, 6M, 7M
height 5M, 6M, 7M, 8M, 9M, 10M, 11M, 12M
Modular measurement M is 100 mm. In the case of different dimensions, the conditions for manufacturing the beams must be specified.
Soovitatavad ristlõike mõõdud on 400×600, 400×700, 400×800.
Ledge beams
width 3M, 4M, 5M, 6M, 7M
height 5M, 6M, 7M, 8M, 9M, 10M, 11M, 12M
Low height prestressed beams (see also TEMPO substructure ET-3 0202-0073)
width 550, 650 (1-ledge beam width in the lower surface)
700, 800 (2-ledge beam width in the lower surface)
height 415 (EP5/265), 470 (EP4/320), 550 (EP4/400)
Ledge height 150 mm
I beams
flange width 3M, 4M, 5M
I talade koormusdiagramm:
HI beams ( I beams with ridge)
flange pitch 1:16
flange width 3M, 4M, 5M
The corners of the mould are 15x15 mm
Load diagram of HI beams
Technical data
Tolerances in normal classes (mm):
length ±15 or L/1000
height and width ±10
steel parts ±10
edge curvature ±10 or L/500
edge deviation from right angle ±10
edge surface deviation from vertical plane ±15
pre-elevation ±10 or L/500
ocation of openings ±20
fire resistance class: according to the project
Load diagram
Primary data of design work and consultation: drawing, normative loads, coefficients, support connections, fire resistance class, and exposure class.
Additional information for the design of beams is available in the technical guides:
RUNKOBES Publisher: Suomen Betoniteollisuuden Keskusjärjestö
Valmisosarakentaminen I,II Publisher: RTT 1995 Rakennustuoteteollisuus ry
Uudet Betonijulkisivurakenteet, Publisher: RTT 1998 Rakennustuoteteollisuus ry
Betonijulkisivujen Materiaali- ja Valmistustekniikka, Publisher: RTT 1998
Rakennustuoteteollisuus ry
Rakennustuoteteollisuus ry
Yhdistelmäjulkisivut, Publisher: RTT 1998 Rakennustuoteteollisuus ry
and on the Internet:
www.parma.fi/
www.peikko.ee
www.anstar.fi/
Load diagrams have been compiled based on static load.
Compressive strength class of concrete B50 (corresponding to Finnish category K50).
50% of live load is constant load.
Graphs (H*B) are intended only for the initial selection of cross-section.
