Improve Light Weight Concrete Characteristics by Adding Paraffin Wax as Moisture Proof

2019 ◽  
Vol 972 ◽  
pp. 16-25
Author(s):  
Shamel Abdul Raheem ◽  
Majeed Abdul Saheb ◽  
Hayder Hussein Moula ◽  
Baydaa Hussain Maula ◽  
Ruaa Adnan Alshreefi ◽  
...  
Keyword(s):  
Concrete Block ◽  
Good Alternative ◽  
Constructional Material ◽  
Paraffin Wax ◽  
Light Weight ◽  
Essential Information ◽  
Human Thought ◽  
Building Process ◽  
Light Weight Concrete ◽  
Materials Used

The development of structural materials used in the building process is certainly subject to the local and temporal potentials and to how the extent to which the human thought made in the scientific and industrial field. Where the constructional methods that depend on pottery, bricks were and still essentially adopted. The advanced human thought attempted making more efforts to find constructional materials of certain specifications. Porous concrete Light Weight Concrete (LWC) is considered a good alternative constructional material in addition to its light weight and good thermal isolation. It is currently used in Iraq as concrete block to form breakers only. This research includes essential information about LWC and developing it through the adding paraffin wax to generate a material of high moisture isolation, low absorption rate and high bearing for compressive forces especially after overflowing it with wax.

Review of materials used in light weight concrete

2020 ◽  
Author(s):  
V. Kavin Kumar ◽  
A.K. Priya ◽  
G. Manikandan ◽  
A.S. Naveen ◽  
B. Nitishkumar ◽  
...  
Keyword(s):  
Light Weight ◽  
Light Weight Concrete ◽  
Materials Used

Improving the Thermal Insulation Properties of the Concrete Block with EVA Plastic Scrap

2014 ◽  
Vol 931-932 ◽  
pp. 451-456
Author(s):  
Prachoom Khamput ◽  
Sompit Tantavoranart ◽  
Kittipong Suweero
Keyword(s):  
Vinyl Acetate ◽  
Thermal Insulation ◽  
Concrete Block ◽  
Ethylene Vinyl Acetate ◽  
Light Weight ◽  
Light Weight Concrete ◽  
Insulation Wall ◽  
Quarry Dust ◽  
Plastic Products

The aim of this research is to study about physical, mechanical, and thermal insulation properties of light weight concrete block products mixed with ethylene vinyl acetate plastic scrap (EVA) from shoe factories. The ratio of cement: aggregates (quarry dust + EVA): water is 1:4.5:1.66 by weight. EVA to cement ratios (E/C) are fixed at 0.00, 0.33, 0.42, 0.50 and 0.58. The concrete block samples are cast for testing the necessary properties followed the TIS standard 58-2533. From the experiment, EVA plastic with the appropriate size and quantity are well adhesive with cement as well as quarry dust mixture. The least density of light weight concrete block mixed with waste of ethylene vinyl acetate plastic products is 640 kg/cu.m. The appropriate mixtures of light weight concrete block mixed with EVA plastic scrap can reach the required values from the standard of TIS 58-2533 and can be used as a thermal insulation wall.

scholarly journals Experimental Study on Light Weight Concrete Block with Double Core and Double Mesh Using Granulated Corn COB

2021 ◽  
Vol 9 (12) ◽  
pp. 264-272
Author(s):  
Ananda Selvan
Keyword(s):  
Compressive Strength ◽  
Water Absorption ◽  
Agricultural Waste ◽  
Research Work ◽  
Concrete Block ◽  
Expanded Polystyrene ◽  
Unit Weight ◽  
Light Weight ◽  
Corn Cob ◽  
Light Weight Concrete

Abstract: A light weight concrete block using granulated corncob as an aggregate is investigated in this research work. Considering corn cob after removing the corn is said to be agricultural waste. Finding practical uses of this waste for manufacturing concrete block may preserve the environment and also allow green technologies. These concrete blocks are studied in terms of compressive strength, water absorption; density and unit weight were experimentally studied. The results obtained are submitted which shows that corn cob blocks have sufficient material properties for non-structural application in building for construction of partition walls. This is the alternative for blocks in expanded clay, expanded polystyrene, particles of cork, coconut coir etc. In this research a clay brick is compared as a reference block or control block. Nine specimen blocks were prepared in a size of 400mm x 200mm x 100mm and cured for 7 days, 14 days and 28 days and subjected to compressive strength test, water absorption test and density. The results are compared with conventional clay bricks. Corn cob blocks offered a good strength, low density and less water absorption. Keywords: Agricultural waste, compressive strength, durability, granulated corn

Techno-economic analysis of light weight concrete block development from polyisocyanurate foam waste

2018 ◽  
Vol 138 ◽  
pp. 313-325 ◽  
Author(s):  
Premrudee Kanchanapiya ◽  
Pawadee Methacanon ◽  
Thanapol Tantisattayakul
Keyword(s):  
Economic Analysis ◽  
Concrete Block ◽  
Light Weight ◽  
Light Weight Concrete

scholarly journals The Influence of Lime Solution in Kneading Water Substitution on Cement Roughcast and Mortar Coating

Materials ◽  
2021 ◽  
Vol 14 (15) ◽  
pp. 4174
Author(s):  
André M. Santos ◽  
Ângelo J. Costa e Silva ◽  
João M. F. Mota ◽  
João M. P. Q. Delgado ◽  
Fernando A. N. Silva ◽  
...  
Keyword(s):  
Bond Strength ◽  
Concrete Block ◽  
Tensile Bond Strength ◽  
Water Penetration ◽  
Strength Tests ◽  
Lime Solution ◽  
Concrete Blocks ◽  
Materials Used ◽  
Bonding Systems ◽  
Direct Tensile

The understanding of the mechanical fixation behavior of coatings is crucial for a better comprehension of the bonding systems, especially at the interface between the mortar and the substrate. Physical adherence is related, among other things, to the contents of the materials used in the roughcast and mortar coatings, due to the colloidal water penetration into the pores of the substrate. This work evaluated the influence of different lime solution additions replacing the kneading water in the preparation of roughcast and mortar coatings. Two types of substrates were investigated:ceramic bricks and concrete blocks. Three wall masonry panels were constructed, with dimensions of 220 × 180 cm2, one of concrete block and two of ceramic bricks, followed by the application of roughcast and mortar coating with an average thickness of 5 mm and 20 mm, respectively. Direct tensile bond strength tests were performed and the results, with a 95% confidence level, showed that substrate ceramic and treatment in the roughcast exhibited a better behavior regarding the distribution of the tensile bond strength of the tested specimens. However, no significant differences of the amount of addition used (0%, 5%, 10% and 15%) on the tensile bond strength were observed.

Size Effect on the Bond Behavior of Grouted Reinforcing Bars Embedded in Light-weight Concrete

2021 ◽  
Author(s):  
Aamer Abbas ◽  
◽  
Yaqoob Yaqoob ◽  
Ola Hussein ◽  
Ibrahim Al-Ani ◽  
...  
Keyword(s):  
Bond Strength ◽  
Concrete Specimen ◽  
Light Weight ◽  
Reinforcing Bars ◽  
Conventional Concrete ◽  
Bond Behavior ◽  
Pull Out ◽  
Specimen Width ◽  
Light Weight Concrete ◽  
The Relationship

This study presents experimentally the bond behavior of light-weight concrete specimens with grouted reinforcing bars in comparison with conventional concrete specimens. A total of (9) pull-out specimens were studied; (3) specimens of conventional concrete, (3) specimens of light-weight concrete, and other (3) specimens of grouted light-weight concrete. Two variables are adopted in this investigation: specimen width and type of concrete (conventional concrete, light-weight concrete and grouted light-weight concrete). The study contains a discussion of the general behavior of the specimens in addition to the study of the ultimate bond capacity, maximum bond stresses and the relationship between the stress and the slip for different pull-out specimens. Results show that bond strength is highest for the largest specimen size (bond strength of grouted light-weight concrete specimen with specimen width 400 mm is higher than that of the specimen with (200 mm) width by about (13.13%)). Also, bond strength is highest for the grouted light-weight concrete specimen (bond strength of grouted light-weight concrete specimen is higher than conventional concrete specimen by (11.11%)).

Development of Lightweight Concrete using Industrial Waste Palm Oil Clinker

2021 ◽  
Author(s):  
Ibrahim Al-Ani ◽  
◽  
Wan Hamidon ◽  
Wan Mohtar ◽  
Basma Alwachy ◽  
...  
Keyword(s):  
Palm Oil ◽  
Oil Palm ◽  
Lightweight Concrete ◽  
Light Weight ◽  
Durability Properties ◽  
Light Weight Concrete ◽  
Water Absorption Test ◽  
Natural Aggregates ◽  
Definition Of ◽  
Strength And Durability

Concrete is a major material used in the construction of buildings and structures in the world. Gravel and sand are the major ingredients of concrete but are non-renewable natural materials. Therefore, the utilisation of palm oil clinker (POC), a solid waste generated from palm oil industry is proposed to replace natural aggregate in this research to reduce the demand for natural aggregates. One mix of ordinary concrete as control concrete; while four mix proportions of oil palm clinker concrete were obtained by replacing 25 %, 50 %, 75 %, and 100 % of gravel and sand of control concrete with coarse and fine oil palm clinker respectively by volume, with same cement content and water cement ratio. Compressive strength test was carried out of concretes with different percentages of oil palm clinker; whereas water absorption test according to respective standard, were carried out to determine the durability properties of various mixes. Based on the results obtained, the study on the effect of percentage of clinker on strength and durability properties was drawn. According to ACI classification of light weight concrete only the 100 percentage replacement can achieve the definition of light weight concrete since its density less than 1900 kg/m3 and strength larger than 17 MPa. Eventually the 25 % replacement of the normal aggregate by the OPC will improve the strength and durability of the concrete.

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