Konstruktive Leichtbeton by Hugo Bachmann (auth.)

By Hugo Bachmann (auth.)

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Grouting at the site will to some extent depend upon the weather to be successful. Generally the requirements on tolerances are not severe. When the result from a casting operation is successful, a very sound connection is established. It also provides fire and corrosion protection for the steel details. Mix proportions, aggregate size and casting procedures will vary with the size, location and orientation of the operation. Patches permanently exposed will often not be acceptable. Anchoring the grout to relatively large steel surfaces is a problem that is often overlooked.

4 H-frames used in multi-storey moment resisting frames for grandstands Composite action and composite members When a section is composed of more than one structural material that structurally acts together when the section is strained, this is referred to as ‘composite action’. This definition is also used in the case when insitu concrete is added on top of a precast section, where in this case the two types of concrete are considered as different structural materials. Composite action can be used to increase the flexural strength and stiffness of structural members and to utilize the material more effectively.

Welded connections will in many cases have to be fire protected. 34 3 Basic considerations for the design of structural connections . 1 Force transfer types The connection characteristics can be categorised by the type of action it is designed to resist: − shear − tension − compression − flexure − torsion For many structural connections the behaviour is dominated by one of the actions above. Sometimes connections are classified by this dominating action as ‘shear connections’, ‘compression connections’ etc.

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