|
EP1101883A1
|
|
Method for the execution of a reinforcement connection between a concrete construction element and a connected construction element
|
|
EP0566539A1
|
|
Reinforcement for masonry
|
|
CH683244A5
|
|
Prodn. of improved quality concrete surface - by pouring concrete and additives into mould, adding binding delay agent, and removing from mould
|
|
CH684424A5
|
|
Device for insertion into a shuttering
|
|
CH684108A5
|
|
Rebar connection.
|
|
CH684492A5
|
|
Formwork for concrete columns.
|
|
EP0491653A2
|
|
Formwork element
|
|
CH684423A5
|
|
Device for insertion into a shuttering
|
|
EP0440587A1
|
|
Form for polygonally-shaped columns
|
|
FR2646868A3
|
|
Tubular formwork made of multi-layered paper
|
|
DE4005852A1
|
|
Concrete reinforcement connector - has loop between plug and body and round outside to extract body
|
|
CH679791A5
|
|
Shuttering for concrete support prodn. - has assembled mouldings bound by woven tape, to absorb universally directed pressure
|
|
DE4003398A1
|
|
Support for concrete reinforcing bars - is ladder shaped and made from channel sections
|
|
EP0356905A1
|
|
Concrete spacer
|
|
EP0342442A1
|
|
Concrete reinforcement spacer
|
|
EP0341346A2
|
|
Concrete reinforcement spacer
|
|
EP0321790A1
|
|
Concrete spacer
|
