Assalammualaikum
Harap semuanya sihat..
Hari ni memang penat..letih.Macam biasa di site ..aktiviti konkrit mula....
Kalau kerja konkrit ..Lori konkrit akan masuk ke tapak.Sudah jadi 'procedure' di mana saje sebelum konkrit dituang ke tempat yang akan di konkrit ..kenalah test 'konkritnya' .Cair sangat ke ..pekat sangat ke..ini dalam bahasa yang mudah dipahamlah .... mesti ada 'spec' yang dibolehkan yee.
Semua mungkin dah tau - 'Concrete Slump Test' di jalankan.
Aku cuba study apa tu ' Concrete Slump Test '.Kata orang tak tau - tanya ..Tapi zaman sekarang kalu tak tau - tanya kat goggle lahh..heeee.
Berikut mengikut info dari Wekipedia..
Concrete slump test
From Wikipedia, the free encyclopedia
The concrete slump test is an empirical test that measures the workability of fresh concrete.
More specifically, it measures the consistency of the concrete in that specific batch. This test is performed to check the consistency of freshly made concrete. Consistency is a term very closely related to workability. It is a term which describes the state of fresh concrete. It refers to the ease with which the concrete flows. It is used to indicate the degree of wetness. Workability of concrete is mainly affected by consistency i.e. wetter mixes will be more workable than drier mixes, but concrete of the same consistency may vary in workability. It is also used to determine consistency between individual batches.
The test is popular due to the simplicity of apparatus used and simple procedure. Unfortunately, the simplicity of the test often allows a wide variability in the manner that the test is performed. The slump test is used to ensure uniformity for different batches of similar concrete under field conditions,[1]:127,128 and to ascertain the effects of plasticizers on their introduction.[1]:134 In India this test is conducted as per IS specification.
The slump test result is a measure of the behaviour of a compacted inverted cone of concrete under the action of gravity. It measures the consistency or the wetness of concrete.[1]:128Principle[edit]
Apparatus[edit]
Metal mould, in the shape of the frustum of a cone, open at both ends, and provided with the handle, top internal diameter 4 in (02 mm), and bottom internal diameter 8 in (203 mm) with a height of 1 ft (305 mm). A 1 ft (610 mm) long bullet nosed metal rod, 58 in (16 mm) in diameter.[2]
Procedure[edit]
The test is carried out using a mould known as a slump cone or Abrams cone. The cone is placed on a hard non-absorbent surface. This cone is filled with fresh concrete in three stages, each time it is tamped using a rod of standard dimensions. At the end of the third stage, concrete is struck off flush to the top of the mould. The mould is carefully lifted vertically upwards, so as not to disturb the concrete cone. Concrete subsides. This subsidence is termed as slump, and is measured in to the nearest 5 mm if the slump is <100 mm and measured to the nearest 10 mm if the slump is >100 mm.[1]:128[3]
Interpretation of results[edit]
The slumped concrete takes various shapes, and according to the profile of slumped concrete, the slump is termed as true slump, shear slump or collapse slump. If a shear or collapse slump is achieved, a fresh sample should be taken and the test repeated. A collapse slump is an indication of too wet a mix. Only a true slump is of any use in the test. A collapse slump will generally mean that the mix is too wet or that it is a high workability mix, for which slump test is not appropriate.[1]:128[3] Very dry mixes; having slump 0 – 25 mm are used in road making, low workability mixes; having slump 10 – 40 mm are used for foundations with light reinforcement, medium workability mixes; 50 - 90 for normal reinforced concrete placed with vibration, high workability concrete; > 100 mm.[4]:68
| Collapse | Shear | True |
|---|---|---|
| In a collapse slump the concrete collapses completely.[3] | In a shear slump the top portion of the concrete shears off and slips sideways.[3] | In a true slump the concrete simply subsides, keeping more or less to shape.[3] |
European classes of slump[edit]
According to European Standard EN 206-1:2000 five classes of slump have been designated, as tabulated below.[4]:69
| Slump class | Slump in mm |
|---|---|
| S1 | 10 - 40 |
| S2 | 50 - 90 |
| S3 | 100 - 150 |
| S4 | 160-210 |
| S5 | ≥220 |
Limitations of the slump test[edit]
The slump test is suitable for slumps of medium to high workability, slump in the range of 5 – 260 mm, the test fails to determine the difference in workability in stiff mixes which have zero slump, or for wet mixes that give a collapse slump. It is limited to concrete formed of aggregates of less than 38 mm (1.5 inch).[1]:128
Differences in standards[edit]
The slump test is referred to in several testing and building codes, with minor differences in the details of performing the test.
Rasanya untuk kali ni cukuplah...Sapa minat boleh baca terutamanya anak-anak yang belajar macam mana nak buat rumah , bangunan , jambatan dan sebagainya
Rasanya ini MESTI TAHU...tak tau jawabnya ...boleh kena rotan hheeee.
Wassalam
Mohamed
Tengganu
No comments:
Post a Comment