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ESZ Wilfried Becker GmbH | Weilerhöfe 1 | 41564 Kaarst | Deutschland | Telefon: +49 (0) 2131 75 81 00| Fax: +49 (0) 2131 75 81 11 | Email: info@esz-becker.de

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RFP text for ESZ GLS 40/10

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For use between prefab reinforced concrete parts:

Supply and install ESZ rubber linear sliding bearingsDBP between prefab reinforced concrete parts.
Calculatory verification of the usability of the bearings is to be submitted. The bearing must permit a horizontal displacement of ± 25 mm at a right angle to the bearing axis and a horizontal displacement of ± 15 mm parallel to the bearing axis and exhibit a friction coefficient < 0.05 over the temperature range from -35 °C to + 50 °C.

The durability of the material must be verified over a total displacement distance of > 100 metres. A test certificate for the frictional coefficients is to be submitted to the construction management before the commencement of construction. A general supervisory test certificate is required in accordance with Construction Rule List A, Part 2, No. 1.2.

Version: Type 1 / Type 2*
Bearing thickness: 10 mm
Bearing width a: 40 mm
Quantity:__________metres
* Type 2 is manufactured as standard in a total width of 120 mm including blind formwork for use with prefab reinforced concrete parts
Verification of source of supply:
ESZ Wifried Becker GmbH
Weilerhöfe 1
D-41564 Kaarst
Phone: 0049 – (0)2131-7581-00
Fax: 0049 – (0)2131-7581-11
Mail: info@esz-becker.de

For use with in-situ concrete structural elements:

Supply and install ESZ rubber linear sliding bearingsDBP as linear sliding bearings for in-situ concrete.

Calculatory verification of the usability of the bearings is to be submitted. The bearing must permit a horizontal displacement of ± 25 mm at a right angle to the bearing axis and a horizontal displacement of ± 15 mm parallel to the bearing axis and exhibit a friction coefficient < 0.05 over the temperature range from -35 °C to + 50 °C. The durability of the material must be verified over a total displacement distance of > 100 metres. A test certificate for the frictional coefficients is to be submitted to the construction management before the commencement of construction. A general supervisory test certificate is required in accordance with Construction Rule List A, Part 2, No. 1.2.
Version:                Type 2 / Type 3
Bearing thickness: 10 mm
Bearing width a:    40 mm
Width incl. blind formwork aG: __________________ mm
Quantity: ____________________________________ metres
Verification of source of supply:
ESZ Wifried Becker GmbH
Weilerhöfe 1
D-41564 Kaarst
Phone: 0049 – (0)2131-7581-00
Fax: 0049 – (0)2131-7581-11
Mail: info@esz-becker.de

 
 
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