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1 01 February 2013 1 Design principles for precast concrete Technical workshop : South Africa Prof.dr.ir. Joost Walraven 01 February 2013 2 Recent projects Precast façade elements Bearing inner walls Prestressed hollow core slabs Floor plan triangular Atrium triangular Façade elements: derived from triangular shape City office, The Hague, The Netherlands 01 February 2013 3 Recent projects Crystal Court Dwellings, Amsterdam -36 multistory apartments (all different) - precast walls - thin precast floors

Design principles for precast concrete - University of … 01 February 2013 1 Design principles for precast concrete Technical workshop : South Africa Prof.dr.ir. Joost Walraven 01

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01 February 2013

1

Design principles for precast concrete

Technical workshop : South Africa

Prof.dr.ir. Joost Walraven

01 February 2013 2

Recent projects

Precast façade elementsBearing inner wallsPrestressed hollow core slabs

Floor plan triangularAtrium triangularFaçade elements: derived from triangular shape

City office, The Hague, The

Netherlands

01 February 2013 3

Recent projects

Crystal Court Dwellings, Amsterdam

-36 multistory apartments (all different)- precast walls- thin precast floors

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01 February 2013 4

Recent projects

Shopping Centre Velperbroek

The Netherlands

Ground level: shopping centre

1th floor: parking garage

2-9th floor: 106 apartments

Advantantages:

- long spans

- short construction time

- low nuisance for environment

- precast floor with integrated

ducts.

01 February 2013 5

Recent Projects

City harbour hotel

Amsterdam, The Netherlands

20 stories 61x18 m2

01 February 2013 6

Recent Projects

City harbour hotel

Amsterdam, The Netherlands

Hotelrooms 5th-19th storey supported by two prestressed precast concrete trusses, h = 4.2m, b=2,5m and l = 61m. Cantilevering at both sides 7.6m and supported any 15.2m

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01 February 2013 7

Recent projects Parking Garage de Cope

Utrecht, The Netherlands

Helical access ramps consisting of

precast concrete elements: no

complex formwork at building site

needed.

01 February 2013 8

Title

Parkinghouse Kelfkensbos

Nijmegen, The Netherlands

4 parking levels 90 x 48 m2

prestressed inverse T-beams for

roof structure

01 February 2013 9

Recent projects

Parking garage Amsterdam

Inverted T-beams

Hollow core slabs

Composed to composite

floor system

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01 February 2013 10

Advantages of precast concrete

High concrete strength:

under controlled factory conditions high concrete strength can easily be achieved.

For the precast concrete industry this is a “must” anyhow: high production requires a

high early strength, which corresponds to a high 28-days strength: fcyl ≥ 50 Mpa

Low cost prestressing

Prestressing with wires and strands: anchorage by bond: no expensive prestressing

anchors required.

01 February 2013 11

Office building to be created over access road to city

of The Hague in The Netherlands

Advantages of precast concrete

Precast prestressed high strength concrete beams (fck = 100 Mpa) to support the building

placed in

one night

01 February 2013 12

High strength concrete in combination with prestressing can be used to produce large span slender beams and slabs: that means freedom in arranging the interior ground plan and flexibility to change this in future

Advantages of precast concrete

Car park with 9.60x16m gridOffice with free span 18m

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01 February 2013 13

- Small construction site needed. No storage of structural elements required. Mounting even large elements directly from transport vehicle. Important in urban areas.

Advantages of precast concrete

Mounting a TT- element for a car park directly

from transport car.

01 February 2013 14

- Reduced construction time:no delay by hardening of concrete at construction site. Elementsare already approved in factory. In general simple assembly ifrational connections are used. Lower noise level, less waste, less dust.

Advantages of precast concrete

01 February 2013 15

High quality detailing in factory possible

Advantages of precast concrete

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01 February 2013 16

Design philosophy

1. Design the structure from the beginning as a precast structure and not

as assembled parts of an in-situ

In-situ structure: frame with monolytic nodes

Precast alternative:

columns fixed at

bottom and beams

supported by corbels

01 February 2013 17

Design philosophy

2. As little as possible different element types

Structure built with bearing facade

elements and prestressed hollow

core slabs

01 February 2013 18

Design philosophy

3. Shape of precast elements as simple as possible

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01 February 2013 19

Design philosophy

Solution too complex

Simple system with simple

connections

01 February 2013 20

Design philosophy

Examples of standard solutions for connection of column to foundation

01 February 2013 21

Design philosophy

4. Precast elements as large as reasonable (transport limitation)

The larger the elements, the

lower the number of

connections and the lower the

number of operations

Prestressed precast beams for a car park.

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01 February 2013 22

Design philosophy

5. Precast elements should be designed in such a way that they can easily be transported.

01 February 2013 23

Design philosophy

6. As little as possible in-situ concreting

- Joints between hollow core decks to be cast in-situ.

- Moreover, in-situ concrete for small areas in irregular floor systems may be more appropriate than precasting

one single fitting element

- In situ concrete leads often to delay

- It is more complicated to cast small volumes of in-situ concrete than large volumes.

01 February 2013 24

Design philosophy

7. Design preferably in such a way that the structure is stable in all stages.

Statical system inappropriate for

precasting:-Columns have to stabilized in

construction stage- moment resistant connections column-

beam require cast in situ concrete in small volumes

Statical system suitable for precasting:

-Columns are stable in construction stage

- hinged connection is easily achievedsimple support

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01 February 2013 25

Design philosophy

8. Use as much as possible modular systems

Example of modular system for precast structure

The basic module is mostly 3M

(M = 100 mm), and 6M and

12M are widely used measures

Internal columns are positioned

centrically on the modular axis

grid.

Modulation in connection with

industrial production is not

imperative, but has an influence on the cost of the elements

01 February 2013 26

Design philosophy

Example of modular system

(top view)

front view side view

01 February 2013 27

Design philosophy Example of modular system, with limited deviation of modular grid

(Kern = Core)

Corner solution

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01 February 2013 28

Design philosophy

9. Take due account of dimensional tolerances

01 February 2013 29

Design philosophy

Tolerances

Avoid combinations of

camber in two directions

Connections able to cope with

dimensional deviations

01 February 2013 30

Design philosophy

10. Use as much as possible standardized elements and connections

Standard products are cast in existing moulds. The designer can select the length, dimensions and

load bearing capacity within certain limits. This information can be found in catalogues from the precast element producers.

Standardization constitutes an important economic factor in prefabrication, because of the lower costs for moulds, industrialization of the production process with high productivity, large

experience in execution, etc. Repeated handling at the construction site means also avoiding errors and bad experiences.