EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF SHEAR WALL ASSEMBLED WITH INTERLOCKING CONCRETE BLOCK
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This document discusses the development and experimental investigation of a new interlocking concrete block system aimed at optimizing construction efficiency and reducing costs. The study highlights the structural performance of these blocks under compressive and axial loads, demonstrating their high strength compared to traditional masonry materials. The findings suggest that the interlocking system can significantly expedite construction timelines and lower overall expenses.
![S. Jai Ganesh and N. Lokeshwaran
http://www.iaeme.com/IJCIET/index.asp 117 editor@iaeme.com
6. CONCLUSION
The Experimental study revealed that:
• The new design pattern was proved and acts as a concrete block wall structure.
• Interlocking concrete block wall system is efficiently used as a conventional load bearing wall.
• Interaction curves prove that interlocking concrete block wall failure at maximum load of axial
loading test.
REFERENCES
[1] T. Praveen Kumar, R. Vigneshvar, (2014), “Development of an Innovative Interlock
Blocks” ISSN: 2349-8404; ISSN: 2349-879X; Volume 1, Number 5.
[2] M. Sai sharath, V. Venkata vikas, B. Sarath ChandraKumar (2013), ”Sustainable
Construction Using Inter- Locking Bricks/Blocks” ISSN 2320– 3439, Vol. 02.
[3] Sajad Ahmad, Sadam Hussain., (2014), “To Study the behavior of interlocking of masonry
units/blocks ISSN (e): 2250-3021, ISSN (p): 2278-8719 Vol. 04, Issue 03.
[4] R.K.Watile, S.K. Deshmukh., (2014),”Interlocking Brick for Sustainable Housing
Development” INJSSBT; Volume 2, No. 2, May 2014; ISSN (P): 2277-7261.
[5] Birat Dev Bhatta, G. Vimalanandan and Dr. S. Senthilselvan, Analytical Study on Effect of
Curtailed Shear Wall On Seismic Performance of High Rise Building. International Journal
of Civil Engineering and Technology, 8(2), 2017, pp. 511–519.
[6] Dr. S. B. Shinde and N.B. Raut, Effect of Change in Thicknesses and Height in Shear Wall
on Deflection of Multistoried Buildings. International Journal of Civil Engineering and
Technology, 7(6), 2016, pp.587–591.
[7] S.P.Pawar, Dr.C.P.Pise, Y.P.Pawar, S.S.Kadam, D. D. Mohite, C. M. Deshmukh and N. K.
Shelar, Effect of Positioning of RC Shear Walls of Different Shapes on Seismic
Performance of Building Resting On Sloping Ground. International Journal of Civil
Engineering and Technology, 7(3), 2016, pp.373–384
[8] Yamauchi, E. Takahashi, Y. Nakano, (2008), “Interlocking block infill capable of resisting
out-of-plane loads” World Conference on Earthquake Engineering October 12-17, 2008,
Beijing, China.
[9] IS 15658: 2006 Precast Concrete Blocks For Paving-Specification
[10] IS 10262:2009 Concrete Mix Proportioning-Guidelines.](https://image.slidesharecdn.com/ijciet0803011-170601080049/85/EXPERIMENTAL-INVESTIGATION-ON-BEHAVIOR-OF-SHEAR-WALL-ASSEMBLED-WITH-INTERLOCKING-CONCRETE-BLOCK-7-320.jpg)
EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF SHEAR WALL ASSEMBLED WITH INTERLOCKING CONCRETE BLOCK
- 1. http://www.iaeme.com/IJCIET/index.asp 111 editor@iaeme.com International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 3, March 2017, pp. 111–117 Article ID: IJCIET_08_03_011 Available online at http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=3 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication Scopus Indexed EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF SHEAR WALL ASSEMBLED WITH INTERLOCKING CONCRETE BLOCK S. Jai Ganesh M. Tech - Structural Engineering, SRM University, Kattankulathur, Kanchipuram, Tamil Nadu, India N. Lokeshwaran Associate Professor, Civil Engineering Department, SRM University, Kattankulathur, Kanchipuram, Tamil Nadu, India ABSTRACT This study describes the development of a new type of interlocking concrete masonry block to reduce weight based on topological optimization and new design pattern of experiments. The Concrete block wall is easily stacked and placed. Interlocking mortar less concrete block wall system was developed as a new structural component for masonry building construction. The interlocking mortar less block system will reduce the time and cost of construction. A new pattern was designed for Interlocking concrete block acting as the load bearing wall system is different from the block units are interconnected through the interlocking block. Hollow concrete blocks are produced to achieve the reduction in weight and to improve strength. The concrete blocks were shaped by certain design pattern which can align horizontally and vertically. Experimental done results obtained structural behaving well under compressive load. Key words: Interlocking Concrete Block, Shear Wall Failure, Concrete Blocks, Interlocking Design Pattern, Axial Load (UDL) Cite this Article: S. Jai Ganesh and N. Lokeshwaran, Experimental Investigation On Behavior of Shear Wall Assembled with Interlocking Concrete Block. International Journal of Civil Engineering and Technology, 8(3), 2017, pp. 111–117. http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=3 1. INTRODUCTION Interlocking concrete block system used for walls of buildings, retaining walls and buildings. Brick/Hollow block are the most common types of masonry in use in industrialized nations. Concrete blocks are also masonry wall system typically used and low in development under construction process. Concrete blocks were high in compressive strength comparing to brick/Hollow blocks. Concrete blocks laid and aligned reduce the number of high wage usage
- 2. Experimental Investigation On Behavior of Shear Wall Assembled with Interlocking Concrete Block http://www.iaeme.com/IJCIET/index.asp 112 editor@iaeme.com skilled labor required on a construction. When compared to conventional interlocking block construction, block a dry assembled and save a great deal of mortar. 2. EXPERIMENT STUDIES 2.1. Cement Ordinary/Normal Portland cement is one of the most widely used types of Portland cement 53 grade was used. The cement satisfied the requirement of IS: 12269-1987 specification. The physical properties of cement listed in Table 1. 2.2. Fine Aggregates The sand is used as fine aggregate, and it is collected from nearby areas. The sand has been sieved in 4.75 mm sieve as per IS 383-1970. The physical properties of fine aggregates listed in Table 1. 2.3. Coarse aggregates The coarse aggregate is chosen by size as per IS 2386 (part I) 1963, surface texture characteristics of aggregate classified as in IS 383- 1970. The physical properties of coarse aggregate listed in Table 1. 2.4. Water Ordinary/Normal tap water was tested and its pH value is 7. Used for both mixing the constituents of the casting blocks as well as for the curing of concrete blocks. Table 1 Physical properties Materials Physical properties Valve obtained Cement Consistency 31% Initial setting time 38 minutes Final setting time 540 minutes Specific gravity 3.15 Fine aggregates Maximum size (mm) < 4.75 Specific gravity 2.6 Fineness modulus 3.29 Bulk modulus (Kg/m3) 36% Coarse aggregate Maximum size (mm) 20 Specific gravity 2.82 Fineness modulus 3.61 Bulk density (kg/m3) 1744 Crushing value 18.13% Impact value 12.85% 2.5 CONCRETE The concrete mix used for the manufacturing of interlocking concrete blocks was M40 as per IS 10262 3. EXPERIMENTAL INVESTIGATION The main features of interlocking blocks are as under: • The interlocking concrete blocks were a very high compressive strength as compared to ordinary bricks/hollow.
- 3. S. Jai Ganesh and N. Lokeshwaran http://www.iaeme.com/IJCIET/index.asp 113 editor@iaeme.com • Reduction construction time: interlocking concrete block wall system can be assembled at least three times faster than conventional block construction. • Completely reusable: the unique interlocking surface allows for totally disassemble rendering all of the components useful for other construction projects. • Lower overall construction cost: A recent independent study indicated that overall masonry cost decreased 38% using interlocking concrete block wall system. • The effective cost of one concrete block of the interlocking unit is much less than the brick/Hollow block covering up the same volume. 3.1. Interlocking Concrete Mold Interlocking concrete blocks are cast using an iron mold shown in figure 1. Figure 1 Interlocking iron mold Concrete blocks design specific pattern, shape and sizes with dimensions of 440 mm × 200 mm × 200 mm (Figure 2). Concrete was made of Portland cement, sand and aggregate ratio with of 1:1.4:2.5. The selected ratio concreteblock considered to represent the work usually done shown in Figure 2. Concrete blocks were cured for 28 days from time period blocks are cast. (A)Views interlocking block samples
- 4. Experimental Investigation On Behavior of Shear Wall Assembled with Interlocking Concrete Block http://www.iaeme.com/IJCIET/index.asp 114 editor@iaeme.com (B) Arrangement of interlocking block Figure 2 (A) & (B)Interlocking model configuration 4. EXPERIMENTAL TESTING PROGRAM 4.1. Compressive strength The compressive strength test was done in compression testing machine and concrete cubes were placed between the jaws and the load should be applied gradually. M40 grade concrete cube (150 mm × 150 mm × 150mm) is placed on top flange and gradually load is applied over the complete area till the failure occurs and not the maximum load at failure (Figure 3). The load at failure shall be the maximum load at which the specimen fails to produce any further increase is the indicator reading on compression testing machine shown in Table 2. Table 2 Compressive strength of cube (M40 grade) Curing period Compressive strength 7 days 34.67 Nmm2 14 days 41.5 Nmm2 28 days 52.15 Nmm2 Figure 3Compressive strength of cube (M40 grade)
- 5. S. Jai Ganesh and N. Lokeshwaran http://www.iaeme.com/IJCIET/index.asp 115 editor@iaeme.com 4.2. Axial Load (Uniform Distributed Load) Testing Figure 4 Interlocking concrete block wall Figure 5 General view of interlocking concrete block wall for axial loading (UDL) Cast interlocking concrete blocks cured normally for 28 days. Blocks are aligned horizontally and vertically to form a load bearing wall structure (Figure 4). Interlocking concrete block wall placed on the testing frame and applying an axial load (UDL) until shear wall failure shown in figure 5. 5. EXPERIMENTAL RESULTS AND DISCUSSION Research results were presented in figure 6, failure of concrete blocks with a design pattern of the wall structure. Cracks were formed under load 90-100% of breaking load as shown in figure 6.
- 6. Experimental Investigation On Behavior of Shear Wall Assembled with Interlocking Concrete Block http://www.iaeme.com/IJCIET/index.asp 116 editor@iaeme.com (A) (B) Figure 6 (A) & (B) Load at failure applying axial load (UDL) on an interlocking concrete block wall Load deflection curves of the interlocking block wall obtained from the testing are shown in figure 7. The maximum forces of wall specimen Longitudinal deformation tell of sufficiently good mutual work of concrete block structure. Figure 7 Results show that interlocking concrete block wall failure at maximum load of axial load (UDL) test 0 0.5 1 1.5 2 2.5 3 3.5 -100 100 300 500 Defletion(mm) Load (kg) Axial load (udl)
- 7. S. Jai Ganesh and N. Lokeshwaran http://www.iaeme.com/IJCIET/index.asp 117 editor@iaeme.com 6. CONCLUSION The Experimental study revealed that: • The new design pattern was proved and acts as a concrete block wall structure. • Interlocking concrete block wall system is efficiently used as a conventional load bearing wall. • Interaction curves prove that interlocking concrete block wall failure at maximum load of axial loading test. REFERENCES [1] T. Praveen Kumar, R. Vigneshvar, (2014), “Development of an Innovative Interlock Blocks” ISSN: 2349-8404; ISSN: 2349-879X; Volume 1, Number 5. [2] M. Sai sharath, V. Venkata vikas, B. Sarath ChandraKumar (2013), ”Sustainable Construction Using Inter- Locking Bricks/Blocks” ISSN 2320– 3439, Vol. 02. [3] Sajad Ahmad, Sadam Hussain., (2014), “To Study the behavior of interlocking of masonry units/blocks ISSN (e): 2250-3021, ISSN (p): 2278-8719 Vol. 04, Issue 03. [4] R.K.Watile, S.K. Deshmukh., (2014),”Interlocking Brick for Sustainable Housing Development” INJSSBT; Volume 2, No. 2, May 2014; ISSN (P): 2277-7261. [5] Birat Dev Bhatta, G. Vimalanandan and Dr. S. Senthilselvan, Analytical Study on Effect of Curtailed Shear Wall On Seismic Performance of High Rise Building. International Journal of Civil Engineering and Technology, 8(2), 2017, pp. 511–519. [6] Dr. S. B. Shinde and N.B. Raut, Effect of Change in Thicknesses and Height in Shear Wall on Deflection of Multistoried Buildings. International Journal of Civil Engineering and Technology, 7(6), 2016, pp.587–591. [7] S.P.Pawar, Dr.C.P.Pise, Y.P.Pawar, S.S.Kadam, D. D. Mohite, C. M. Deshmukh and N. K. Shelar, Effect of Positioning of RC Shear Walls of Different Shapes on Seismic Performance of Building Resting On Sloping Ground. International Journal of Civil Engineering and Technology, 7(3), 2016, pp.373–384 [8] Yamauchi, E. Takahashi, Y. Nakano, (2008), “Interlocking block infill capable of resisting out-of-plane loads” World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China. [9] IS 15658: 2006 Precast Concrete Blocks For Paving-Specification [10] IS 10262:2009 Concrete Mix Proportioning-Guidelines.