RFP text for ESZ type 200

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For use between prefab reinforced concrete parts:

Supply and install unreinforced elastomer bearings ESZ type 200 between prefab reinforced concrete parts.
Calculatory verification of the usability of the bearings is to be submitted.

A general supervisory approval issued by the German Institute of Building Technology (DIBT) is required in accordance with Construction Rule List A, Part 1, No. 7.2 and must be submitted to the construction management. The calculatory shear stress must be at least 7.5 N/mm² in accordance with the approval.

Bearing thickness: (5/10/15/20):___________________________mm
Format of elastomer bearing a x b:___________________________mm
Holes/recesses:___________________________pcs.
Quantity:___________________________pcs.
Verification of source of supply:
ESZ Wilfried 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 as in-situ concrete point bearing:

Supply and install unreinforced elastomer bearings ESZ type 200 between prefab reinforced concrete parts.
Calculatory verification of the usability of the bearings is to be submitted.

A general supervisory approval issued by the German Institute of Building Technology (DIBT) is required in accordance with Construction Rule List A, Part 1, No. 7.2 and must be submitted to the construction management. The calculatory shear stress must be at least 7.5 N/mm² in accordance with the approval.

Bearing thickness: (5/10/15/20):___________________________mm
Format of elastomer bearings a:___________________________mm
Format icl. blind formwork aG:___________________________mm
Quantity:___________________________pcs.
Verification of source of supply:
ESZ Wilfried 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 as strip bearing with in-situ concrete:

Supply and install unreinforced elastomer bearings ESZ type 200 between prefab reinforced concrete parts.
Calculatory verification of the usability of the bearings is to be submitted.

A general supervisory approval issued by the German Institute of Building Technology (DIBT) is required in accordance with Construction Rule List A, Part 1, No. 7.2 and must be submitted to the construction management. The calculatory shear stress must be at least 7.5 N/mm² in accordance with the approval.

Bearing thickness: (5/10/15/20):___________________________mm
Format of elastomer bearings a:___________________________mm
Format icl. blind formwork aG:___________________________mm
Quantity:___________________________metres
Verification of source of supply:
ESZ Wilfried 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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