Abstract:Slab is the most important member in any building structure which consume large amount of concrete. The slab self-weight is large due to large consumption of concrete in producing slab. Therefore, bubble deck slab is an innovative and newly designed biaxial hollow slab system that had been introduced in order to overcome this problem. Bubble deck slab is a revolutionary method which was developed by Jorgen Bruenig from Denmark in the 1990s. The bubble deck slab had been designed and constructed with plastic ho… Show more
“…The concept is to fill the hollow part of the slab to reduce the weight using a spherical ball made of recycled plastic material. This volume reduction is in line with the reduction in CO2 gas emissions from concrete because 1 kg of recycled plastic can replace up to 100 kg of concrete and reduce the slab's weight by up to 50% (Quraisyah et al, 2020). This structure, which has been applied abroad, uses a flat slab system.…”
Section: Introductionmentioning
confidence: 74%
“…BHS replaced concrete with bubbles in the middle of the thickness slab (Figure 1). This type of slab can reduce concrete volume by 30% -50% from conventional slabs (Quraisyah et al, 2020). Biaxial hollow slabs consist of 3 (three) important components, namely concrete, reinforcement, and filler balls (Tiwari and Zafar et al, 2016).…”
In reinforced concrete building structures, the slab is the component with the largest volume of concrete of all the superstructure components. Various innovations were carried out. Currently, the use of Hollow Core Slab (HCS) to reduce the load on building superstructures is widely used in Indonesia. Another type of slab is Biaxial Hollow Slab (BHS) as an alternative to reduce slab concrete volume. BHS is considered capable of reducing concrete consumption by up to 30% -50% of conventional concrete without reducing the performance of the slab itself. It could be reducing the load on the working superstructure can reduce the influence of seismic loads on the foundation. Indonesia is a country with an earthquake zone, so the use of BHS must be considered with seismic design categories that are appropriate to the earthquake zones in Indonesia. This research is focused on giving information about the numerical study of application BHS in 10th story building with design seismic category D. The thickness used in this study is equivalent thickness of BHS to solid slab. The absence of beams in weak axis and the present of perimeter beam by utilization BHS, gives the result BHS has sufficient capacity to carry the workload.
“…The concept is to fill the hollow part of the slab to reduce the weight using a spherical ball made of recycled plastic material. This volume reduction is in line with the reduction in CO2 gas emissions from concrete because 1 kg of recycled plastic can replace up to 100 kg of concrete and reduce the slab's weight by up to 50% (Quraisyah et al, 2020). This structure, which has been applied abroad, uses a flat slab system.…”
Section: Introductionmentioning
confidence: 74%
“…BHS replaced concrete with bubbles in the middle of the thickness slab (Figure 1). This type of slab can reduce concrete volume by 30% -50% from conventional slabs (Quraisyah et al, 2020). Biaxial hollow slabs consist of 3 (three) important components, namely concrete, reinforcement, and filler balls (Tiwari and Zafar et al, 2016).…”
In reinforced concrete building structures, the slab is the component with the largest volume of concrete of all the superstructure components. Various innovations were carried out. Currently, the use of Hollow Core Slab (HCS) to reduce the load on building superstructures is widely used in Indonesia. Another type of slab is Biaxial Hollow Slab (BHS) as an alternative to reduce slab concrete volume. BHS is considered capable of reducing concrete consumption by up to 30% -50% of conventional concrete without reducing the performance of the slab itself. It could be reducing the load on the working superstructure can reduce the influence of seismic loads on the foundation. Indonesia is a country with an earthquake zone, so the use of BHS must be considered with seismic design categories that are appropriate to the earthquake zones in Indonesia. This research is focused on giving information about the numerical study of application BHS in 10th story building with design seismic category D. The thickness used in this study is equivalent thickness of BHS to solid slab. The absence of beams in weak axis and the present of perimeter beam by utilization BHS, gives the result BHS has sufficient capacity to carry the workload.
“…In order to reduce the dead weight of the structure, in the late 1990s, Jorgen Bruenig designed a deck slab with plastic hollow bubbles in the center of the structural element. The new design was intended to eliminate concrete, which has no structural function, and thus reduce the dead weight of the slab [ 7 , 8 , 9 , 10 , 11 , 12 ].…”
Section: Introductionmentioning
confidence: 99%
“…According to researchers [ 7 , 8 , 9 , 10 , 11 , 12 , 17 , 18 , 19 , 20 , 21 , 22 , 23 ], ceilings with HDPE inserts have significantly reduced mass. Concrete usage is reduced as 1 kg of recycled plastic replaces 100 kg of concrete.…”
Section: Introductionmentioning
confidence: 99%
“…Concrete usage is reduced as 1 kg of recycled plastic replaces 100 kg of concrete. Thus, the dead weight is reduced by up to 50% [ 7 , 8 ]. The bubble diameter varies between 180 mm to 450 mm.…”
The use of layered or hollow floors in the construction of buildings obviously reduces the self-weight of the slab, and their design requires some expertise. In the present work, a sensitivity analysis and numerical homogenization were used to select the most important characteristics of bubble deck floors that have a direct or indirect impact on their load capacity. From the extensive case study, conclusions were drawn regarding the optimal selection of geometry, materials, and the arrangement and size of air voids in such a way as to ensure high stiffness of the cross-section and at the same time maximally reduce the self-weight of the slabs. The conducted analyses showed that the height of the slab and the geometry of the voids had the greatest impact on the load-bearing capacity. The concrete class and reinforcement used are of secondary importance in the context of changes in load-bearing capacity. Both the type of steel and the amount of reinforcement has a rather small or negligible influence on the bubble deck stab stiffness. Of course, the geometry of the voids and their arrangement and shape have the greatest influence on the drop in the self-weight of the floor slabs. Based on the presented results of the sensitivity analysis combined with numerical homogenization, a set of the most important design parameters was ordered and selected for use in the optimization procedure.
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