§4.3.3 evaluation of workability slump test vebe consistometer test

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§4.3.3 Evaluation of §4.3.3 Evaluation of Workability Workability Slump test Slump test Vebe Consistometer Vebe Consistometer Te Te st st

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Page 1: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

§4.3.3 Evaluation of §4.3.3 Evaluation of WorkabilityWorkability

Slump testSlump testVebe ConsistometerVebe Consistometer TestTest

Page 2: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

• Slump testSlump test

– Index (Slump)Index (Slump)Slump is a common field control test for concrete mo

bility.It is the subsidence of fresh concrete upon removal of

a 12-inch truncated cone form.Plasticity and water retention also can be evaluated by

slump test.

– Application rangeApplication rangeDmax≯"40mm、 Slump≮"10mm

Evaluation of WorkabilityEvaluation of WorkabilityEvaluation of WorkabilityEvaluation of Workability

Page 3: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

• Slump testSlump test

– Testing methodTesting method put the concrete composite in a slump cone in put the concrete composite in a slump cone in

standard methods standard methods smooth the top surfacesmooth the top surface remove the cone remove the cone measure the composite subsidence for gravitymeasure the composite subsidence for gravity

Evaluation of WorkabilityEvaluation of WorkabilityEvaluation of WorkabilityEvaluation of Workability

Slump=height before subsidenceSlump=height before subsidence -- height after subsidenceheight after subsidence

Page 4: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

Slump Test VideoSlump Test Video

Fig.4.3.2 Fig.4.3.2 SSlump lump CConeone

Page 5: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

• EvaluationEvaluation– Mobility

• large slump→great mobility

– Viscidity• It will have three possibilities after kicking

the side of composite. (good, poor, poor)

Evaluation of WorkabilityEvaluation of WorkabilityEvaluation of WorkabilityEvaluation of Workability

Page 6: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

请点击右键选择“播放”观看 Flash 动画

Page 7: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

• EvaluationEvaluationWater retention

More paste bleeding means poor capacity of water retention and less paste bleeding means good capacity of water retention.

Evaluation of WorkabilityEvaluation of WorkabilityEvaluation of WorkabilityEvaluation of Workability

Page 8: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

• Vebe ConsistometerVebe Consistometer TestTest– Application range

When dry composite with D≯"40mm, Vebe Consistometer is 5-30s(slump< 10mm).

– Testing Method• Put the composite of truncated cone shape in the

container of Vebe Consistometer instrument and make the transparent disc touch to the top of cone, then put on vibrating table and record the time when the disc is covered with paste.

Evaluation of WorkabilityEvaluation of WorkabilityEvaluation of WorkabilityEvaluation of Workability

Page 9: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

Vebe ConsistometerVebe Consistometer TestTest

Fig4.3.3 Vebe Consistometer Instrument

Page 10: §4.3.3 Evaluation of Workability  Slump test  Vebe Consistometer Test

Thin CompositeThin Composite

LowLowVebe ConsistometerVebe Consistometer

Great MobilityGreat Mobility

HighHighVebe ConsistometerVebe Consistometer

Thick CompositeThick Composite

Small MobilitySmall Mobility