Prefabrication with Concrete

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CRC Press, Jan 1, 1991 - Technology & Engineering - 397 pages
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Both authors are innovators of the prefabrication of concrete structures an important advance towards industrialization of the building process. The detailing of connections between the factory produced elements is crucial, and the "strut and tie" models presented here can be directly applied in str
 

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Contents

INTRODUCTION
1
The structure
12
Strut and tie model
20
THE ANCHORAGE OF REINFORCEMENT
26
Overlaps and splices in reinforcing bars
37
Loops hairpins and round curved reinforcing bars
46
Anchorage in the bend of stirrups
61
THE ANCHORAGE OF PRESTRESSING STEEL
71
forcement 170 Rigid connection of two slabs within their structural
174
STRUCTURAL SYSTEMS FOR BUILDINGS AND THE ASSOCIATED
199
SINGLESTOREY BUILDING SYSTEMS
214
Roof slabs and wall elements with the associated connections
227
Other aspects
233
Diaphragm action of precast concrete floor constructions
251
Cores and shear walls
263
INDUSTRIAL AND COMMERCIAL MULTISTOREY BUILDINGS
270

Prestressing force provided in a connection
78
Transfer of prestressing forces to a concrete structure
85
Concrete joints cast in situ
94
WELDS GLUED STEEL STRIPS BEARING PADS
117
Dowel pins
132
Vertical connection of two columns or two walls
140
Summary of relevant properties of the Connections VF
147
Beams with a tooth near the support on top of a column or on a corbel
156
Welded connection of a beam to the support
166
Modular coordination
278
Other aspects
294
MULTISTOREY OFFICE AND APARTMENT BUILDINGS
295
Other aspects
311
Modular coordination
326
Crosssection of the bridge or the viaduct
352
Piers abutments bearings
366
Copyright

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Page 374 - The Influence of Depth on the Shear Strength of Lightweight Concrete Beams Without Shear Reinforcement,
Page xi - Ec modulus of elasticity of concrete E, modulus of elasticity of prestressing steel...
Page 374 - JC Walraven, WPM Mercx. The bearing capacity for prestressed hollow core slabs. Heron, volume 28, 1983, no.

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