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U BOOT: ‘THE CONCRETE SAVER’
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 620 U BOOT: ‘THE CONCRETE SAVER’ 1Vinayak Chavan, 2Omkar Chinchwade, 3Akshay Jadhav, 4Mohit Thakar, 5Prof. Rachana Vaidya 1,2,3,4 UG Student, Department of Civil Engineering, Alard College of Engineering And Management, Savitribai Phule, Pune University, Pune, India 5Assistant Professor, Department of Civil Engineering, Alard College of Engineering And Management, Savitribai Phule, Pune University, Pune, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract -U-Boot technology is capable of supporting large span slabs without beams. U-Boot Beton is recycled formwork. The workspace is placed in the upper centre of the lower reinforcement of the polypropylene slab. It is used to make slabs with large Span or they can support large loads without beams. This is a recycled polypropylene formwork Designed to create lightweight slabs and rafts. The U-Boot system can be combined with other pre-built technologies Techniques such as post-tensioned steel and prefabricated slabs. The technology of hollow slabs with part stretched steel. That Reduces the weight of the slab and cost of the slab.[7] Key Words: U Boot, Polypropylene, Flat Slab, Weight Reduction, Voided Slab, Concrete. 1. INTRODUCTION U-boot is a technology that reduces the volume of Solid required. When U-Boot technology came out in 2001 Robert-II Grande, an Italian engineer, developed and patented a new system of hollow former to reduce traffic Vehicles. This is a recycled polypropylene formwork Technology used for construction. One of these is An important obstacle in construction, for example, The horizontal slab is the increasing weight, which is the ceiling Duration This creates a lightweight economic design for the structure. Reinforcement major development for this reason Concrete emphasizes increasing span. It is used Laying double slabs, large span slabs and mushrooms Slab and raft foundation in RCC structure. Is suitable for Tall buildings, hospitals and parking management Residential and industrial buildings.[4] 2. Materials: U-boot section is made out of three principal materials; they are steel, plastic and cement 1) Concrete: The concrete use is IS 456-2000 has specified the concrete grades of M20. 2) Steel: For our model we have used the steel reinforcement is Fe500 grade, 3mm diameter steel bar is used. 3) U-boot: We have used HDPE recycled plastic material because to reduce wastage of plastics instead of burning the plastics. 3.Design of Slab In this test, we used M20 grade concrete. OPC 53 grade cement is used to make concrete and Aggregate of Size 20 mm. The minimum cement contents are equal to 30kg/m3. The water-cement ratio is 0.45 and workability is 50-70 mm. The exposure condition is severe in this casting and the degree of supervision is good. The type of aggregate is crushed angular and there is no use of any chemical admixtures in this casting. 4. LAYOUT OF U-BOOTS LAYOUT OF U-BOOTS 5 Casting of slabs: Form work • Normal form work is laid to this type of Technology • Steel work 150mm x 150mm x 40mm in size is used • Two form work created, one for conventional type and another for u boot
2.
© 2022, IRJET
| Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 621 Reinforcement • On the form work the normal reinforcement is provided. • Size of steel of 3 mm diameter is used. • Reinforced with 25 mm centre to centre Spacing. Placing of u-boot shells The u-boot is placed in the as per design shown in figure. The U Boot shells are place in each grid Concreting In the beginning 20 % slab is casted and settled for few min. After it u boots are placed After remaining slab is casted. 6. TEST AND RESULT: Test conducted on U boot and Conventional Flat slab: 1. Weight test - In this test, we compare the weight of a conventional slab to a U Boot slab to find out which is lighter. 1. Weight Comparison sample Conventional slab in Kg U Boot slab in kg 1 2.195 1.845 2 2.210 1.805 2 2.205 1.800 (TABLE 1 weight comparison) (CHART 1 Weight Comparison) The Average weight difference is nearly 20%. 2. Compressive test - In this test we compare the compressive strength of a conventional slab to a U Boot slab. Sr.no Age of slab Compressive strength(N/mm2) Conventional Slab U Boot slab 1 3 days 5.85 5.38 2 7 days 12.90 12.27 3 28 days 19.70 18.54 (TABLE 2 Compressive strength) 0 5 10 15 20 25 3 Days 7 Days 28 Days Compressive Strength (N/mm 2 ) Samples of U boot slab and Coventional slab Compressive strength U boot slab Conventional slab (CHART 2 Compressive strength) There is slight difference in the strength of U boot as compare to conventional slab that by 1.16 MPa. 7. ADVANTAGES: 1. U boot is made up of recycled plastics. 2. U boot is used in the floor slab or foundation slab. 3. U boot is used in the floor slab or foundation slab. 4. It is easy to design, easy technical, and economical. 5. Stress is discharged directly to the beam slab and the load is distributed to the column directly. 6. Foundation load is distributed in two directions in the slab and it is discharged to the pillars and foundation. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072
3.
© 2022, IRJET
| Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 622 7. Pillars spacing is increased and the Thickness of the slab is reduced. ogy. It can also be used for the construction of schools and Public Buildings. 9. CONCLUSION: 1. The weight of u boot slab is less than the conventional slab by 20%. 2. There is slight difference in the strength of U boot as compare to conventional slab that by 3 N/mm2. 3. The cost of U boot slab is higher as compare to conventional slab as the project was performed in small class. In the real life usage the U boot slab is economical. REFERENCES 1) Singh, S.P.Singh, C.D.Modhera S.Bhalla, B.Bhattacharjee, D.Shah, ,S.Bhalla,B.Bhattacharjee, “Enhancing structural performance utilizing fibres”, Proceedings of the international UKIERI concrete congress new delhi india 8-10 march 2011 page no.153-176 2) Dr.J.Premalatha, Dr.R.Sundara rajan, “Effect of steel fibres and longitudinal reinforcement inn effective moment of inertia of reinforced high strength fibrous concrete beams”, The Indian concrete journal published bynACC Limited vol.83 october 2009 no.10.page no.7-13 3) Dr.Lalu mangal.Arun Edwin, Dr. S.Suresh, “Studies on fibre reinforced prepacked concrete”, The Indian concrete journal published bynACC Limited vol.83 october 2009 no.10.page no.37-43 4) Dr.P.Srinivasa Rao, Dr.Seshadri Sekhar.T, Dr.P.Sravana, “Durabilty studies on glass fibre SCC”, The Indian concrete journal published bynACC Limited vol.83 october 2009 no.10.page no.44-52 5) Manote Sappakittipakorn and Dr.Nemkumar Banthia, “Corrosion control in RC structures using fibre reinforced concrete”, The Indian concrete journal published bynACC Limited vol.84 october 2010 no.10.page no.7-20 6) S.C.Yaragal,K.S.Babu narayan, NIT Karnataka, “Performance enhancement of concrete using fibres”, Proceedings of the international UKIERI concrete congress new delhi india 8-10 march 2011 page no.31-42 7) S.P.Singh,A.P.Singh,V.Bajaj, “Flexural fatigue strength of concrete ernational UKIERI concrete congress new delhi india 8-10 march 2011 page no.205-218 8) Amer M. Ibrahim, Nazar K. Ali, Wissam D. Salman. (June 2013). “Flexural capacities of reinforced concrete two-way bubble deck slabs of plastic spherical voids”, Diyala Journal of Engineering Sciences, ISSN 1999-8716,Vol. 06, No. 02, June 2013. 9) M.Surendar M.Ranjitham (2016). Numerical and Experimental Study on Bubble Deck Slab Research Article Volume 6 Issue No. 5 DOI 10.4010/2016.1445ISSN 2321 3361 © 2016 IJESC. 10) Arati Shetkar and Nagesh Hanche. (2015). “An experimental study on bubble deck slab system with elliptical balls”. ISSN: 0976-2876. 11) Chung J.H., Choi H.K., Lee S.C, “Shear Capacity of Biaxial Hollow Slab with Donut Type Hollow Sphere”, Procedia Engineering, Vol. 14, Pp. 2219 -2222,2011. 12) A. Churakov, “Biaxial hollow slab with innovative types of voids”, Construction of Unique Buildings ad structures, Vol. 6(21), Pp. 70-88, 2014. 13) Neeraj Tiwari Sana Zafar, (2016). Structural Behaviour of Bubble Deck Slabs and Its Application: Main Paper IJSRD - Internatio n al Journal for Scientific Research & Development| Vol. 4, Issue 02, 2016 | ISSN (online): 2321-0613. 14) Ramesh Purushottam Rampariya! & Rohan Kumar Choudhary 2 JM Tech (Structural Engineering). Department of Civil Engineering, Sandip university, Nashik Assistant Professor, Department of Civil Engineering. Sandip University, Nashik International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072 8. APPLICATION: U boot technology can be useful in the construction of buildings like Hospital Buildings, Commercial Buildings, and Parking Floor buildings, as they have flat slabs which are suitable for use of U boots technol
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