KR100839204B1 - Construction layer system of flat for reducing vibration and construction method using the same - Google Patents

Abstract

A noise reducing structure of flat for reducing vibration between floors and a construction method thereof are provided to reduce vibration effectively by using vibration reducing sheets and blocks made of viscoelastic material. A noise reducing structure of flat for reducing vibration between floors comprises a concrete slab layer(10), a viscoelastic vibration reducing sheet layer, a viscoelastic vibration reducing block layer, and a finishing mortar layer(35). The viscoelastic vibration reducing sheet layer includes viscoelastic vibration reducing sheets(55) mounted on the concrete slab layer. The viscoelastic vibration reducing block layer includes viscoelastic vibration reducing blocks(65) whose two lateral surfaces is covered with viscoelastic vibration reducing sheets(50) on the viscoelastic vibration reducing sheet layer. The finishing mortar layer includes finishing mortar under which hot water pipes(30) are arranged on the viscoelastic vibration reducing block layer.

Description

Construction layer system of flat for reducing vibration and construction method using the same

The present invention relates to an interlayer noise reduction structure for interlayer vibration damping of a multi-family house and a construction method thereof.

In the case of multi-unit housing as a general housing type, the insulation problem is generally satisfactory in satisfying the inter-floor noise isolation and insulation, but the inter-layer noise isolation problem is still a serious social problem.

Recently, the problem of noise isolation has emerged as a problem that must be solved, especially for modern people who live in apartment houses and require an independent and comfortable environment.

Conventional methods for preventing inter-floor noise in apartment buildings include the use of foamed rubber or polyethylene foam on top of the floor concrete slab to form a cushioning material layer on top of the floor concrete slab. After the lightweight foamed concrete layer is formed, a method of constructing a finishing mortar in which hot water pipes are inserted above the lightweight foamed concrete layer has been used.

However, in the conventional method of installing the cushioning material and placing lightweight foam concrete to block the interlayer noise, the low frequency band ((63Hz, 125Hz) blocking of the heavy shock source, which is a noise source for children to play with, has a limitation because of continuous noise). Disagreements between the upper and lower neighbours of a house are constantly occurring.

On the other hand, Korean Patent No. 10-0506986 uses a large amount of binders for the purpose of improving layer density, and uses a large amount of cellulose fibers such as fillers, cotton, and waste paper for the purpose of increasing the noise effect, and has a high viscosity and a high specific gravity of 7500 cps or higher. Although there is an effect of providing a noise preventing material having a noise blocking effect, the storage modulus and loss coefficient are extremely low, and the noise preventing effect of the low frequency band could not be achieved.

In July 2005, the Ministry of Health and Welfare established the legal minimum standards for the impact protection against heavy impact sound (58 dB or less for light impact sounds (small sounds) and 50 dB or less for heavy impact sounds (children's running sounds)). The housing performance labeling system (Article 21, Article 2 of the Housing Act), which has been in force since January 2006, provides consumers with information on performance, such as weight shocks, when a tenant is notified of their housing. At the same time, the houses are built with the performance level indicated, and the law is required to mark performance in five areas including sound environment for the purpose of securing a pleasant living environment. In particular, the floor performance sound blocking performance (light impact sound, heavy impact sound) is treated as a high proportion as the main performance display item defined in the sound environment performance item in the above system, but the conventional method or patent method Among the floor impact sounds between the floors, lightweight impact sounds of 58 dB or less and heavy impact sounds of 50 dB or less cannot be satisfied.

The present inventors have intensively studied the interlayer noise blocking of apartment houses, and the floating floor structure using materials such as foamed synthetic rubber, lightweight foamed concrete, and polyurethane foam has the low frequency band and the light impact sound of 58 dB or less and heavy impact sound. It has been found that there is a limit to noise isolation below 50 dB, and attenuation of the vibration transfer energy transmitted by the impact on the floor structure has been found to significantly reduce the inter-layer noise. A viscoelastic vibration damping composition having a low viscosity and a high storage modulus and a loss coefficient having an excellent effect on the damping of shock vibration caused by a floor impact source was prepared (Korean Patent Application No. 10-2007-79255). Fabricate viscoelastic vibration damping sheets and viscoelastic vibration damping blocks, It was conceived with the interlayer noise reduction system of the House of Commons by.

An object of the present invention is to mix the bitumen, styrene-butadiene latex (1), styrene-butadiene latex (2), emulsifiers, softeners, antifoaming agents, inorganic fillers, low viscosity, high storage elasticity with excellent vibration damping effect In the so-called viscoelastic vibration damping composition, the vibration damping sheet and the viscoelastic vibration damping block are manufactured and used to provide an inter-floor noise preventing system having excellent vibration damping effect.

Hereinafter, the specific configuration and effect of the present invention will be described in detail.

Referring to the specific configuration of the present invention in detail as follows.

In a multi-family building, it is important that the vibration damping composition for reducing vibration caused by the floor impact source has a vibration damping property for reducing radiation noise generated by vibration in the apartment. This property is closely related to the storage modulus and loss factor of the vibration damping composition.

Storage modulus, loss modulus, and sample deformation coefficients are measured using a function of temperature, time, and variable loading period (Hz). Dynamic mechanical analysis (DNA 53513, DIN 53440, ASTM D 4065, ASTM D 4092) is used to measure the mechanical behavior of a sample by controlling temperature while varying time and load.

When a certain period of force is applied to the sample, stress is generated in the sample and deformation occurs according to the stress, and the mechanical modulus of elasticity is determined by this stress and deformation.

That is, the phase difference is generated according to the stress (typically sinusoidal stress) that changes periodically due to time delay due to viscoelastic properties of the material. This creates a phase shift between applied stress and expansion, and the elastic modulus dynamically measured in consideration of this phase difference is G '(storage modulus) and G "(loss modulus). G 'is the direct response of the DMA measurement and is the sample's response along with the periodic stress and corresponds to the sample's reversible elasticity. The hypothetical physical property G "is called the loss modulus and is 90˚. It is a phase shifted reaction up to a mechanical energy that is converted into heat and irreversibly lost. The tan delta (tangent delta) of this phase shift is a loss factor and is used to measure the damping behavior of the material.

The vibration characteristics of the floor structure in the MDU have a characteristic of causing resonance largely by using the cushioning material using floating floor, and low frequency (63Hz, 125Hz) because it reduces the shear deformation of each layer layer causing the resonance. ) Can be expected to have a great effect on the reduction of noise sources such as heavy impact sounds that exhibit large noise characteristics.

That is, when a vibration damping composition having a high loss factor, a small change in physical properties with respect to temperature, and having a high durability is applied to the floor structure of a building, a great effect can be expected in interlayer noise prevention.

The loss factor of the viscoelastic vibration damping sheet in which the viscoelastic vibration damping composition of the present invention is sheeted is 1.2 to 2.0, and has a loss factor of twice or more than that of rubber (0.1 to 1), and concrete (0.02 to 0.06). ) And the vibration damping material of the present invention has excellent damping performance in terms of noise reduction through vibration reduction. In particular, a large energy and wavelength at low frequencies (63 Hz, 125 Hz) exhibit unpleasant and loud noise characteristics, the present invention viscoelastic vibration damping sheet exhibits a characteristic of reducing the impact noise at low frequencies, the physical properties of the vibration damping material according to temperature changes The vibration damping characteristics and durability in the change can be expected to provide excellent noise reduction effect in the long term.

However, the retention and durability of the storage modulus, loss factor, and temperature change of the vibration damping composition have excellent vibration damping characteristics as they are greatly influenced by each composition component and composition ratio. In order to manufacture the material having, the selection of components and composition ratios of the vibration damping material must be prioritized.

The selection of the component and the composition ratio has a great influence not only on the vibration damping characteristics but also on the shape fabrication and workability as a product.

In the present invention, a viscoelastic vibration damping composition is prepared and used. The viscoelastic vibration damping composition is bitumen, styrene-butadiene latex (1), styrene-butadiene latex (2), emulsifier, softener, antifoaming agent, and inorganic filler. Are prepared by mixing them as a component.

More specifically, the viscoelastic composition for interlayer vibration damping of the present invention is 20-42 wt% of bitumen, 12-32 wt% of styrene-butadiene latex (1), 12-32 wt% of styrene-butadiene latex (2), 2-4% by weight of emulsifier, 6-8% by weight softener, 1-3% by weight of antifoaming agent and 15-20% by weight of inorganic filler are placed in a blender and mixed for 20-30 minutes at a temperature of 100-150 ° C.

According to the present invention, a method for preparing a composition for damping viscoelastic vibration is added to bitumen in a mixer and heated to 100 to 150 ° C., followed by styrene-butadiene latex (1) and (2) to the heated bitumen. It is prepared by adding an emulsifier, a softener, and uniformly mixing, adding an inorganic filler and an antifoaming agent to the homogenized mixture, and mixing the same again.

When the heating temperature is 100 ° C. or less, the bitumen is not sufficiently dissolved, so that homogeneous mixing is difficult. When the temperature is 150 ° C. or more, bitumen burns and a physical property is degraded.

Bitumen constituting the viscoelastic vibration damping composition of the present invention has excellent moisture resistance, high viscosity, good temperature resistance, and excellent adhesiveness, plasticity, water resistance, and electrical insulation. Vibration due to the impact sound plays a role in damping the shear deformation of the shock transmission energy transmitted through the laminated structure, thereby exhibiting noise reduction performance by reducing the vibration acceleration level.

The term bitumen used in the present invention is referred to as bitumen as asphalt in the United States and France, but in the United Kingdom and Germany it is called bitumen as a material for road construction, and in the United States Likewise, the name asphalt is mainly used. The bitumen obtained from the drying of wood or coal is mainly called tar, and the black carbonaceous solid residue obtained by distilling the tar is called pitch. Bitumen used in the present invention includes asphalt, tar and pitch.

The bitumen has an angular degree (25 ° C.) 1 to 15, a penetration degree (25 ° C., 100 g 5 sec) (1/10 mm) of 40 to 300, a softening point (° C.) of 30 to 60 ° C., and elongation ( If it is 15 or more and 5 mm / min) (cm) is 100 or more, it can be used as a bitumen used for this invention. Bitumen has high viscosity at high temperatures and low stiffness at low temperatures. When the Engle degree is lower than the above range, workability deteriorates in the manufacturing process, and the loss factor of the physical properties of the viscoelastic vibration damping material is It falls, and workability falls in the manufacturing process of a viscoelastic vibration damping material product shape as it is more than the said range.

Penetration degree (25 ℃, 100g 5sec) (1 / 10mm) is the value indicating the hardness of bitumen, and the needle prescribed at a predetermined temperature (25 ℃), load (100g), and time (5 seconds) If the penetration is higher than the above-mentioned range and the penetration is higher than the above range, the energy consumption is increased in the manufacturing process, and the workability is lowered. If the penetration is lower than the above-mentioned range, the softening point is increased. Destruction appears.

The softening point is the temperature at which the material begins to soften and sag at the specified distance (25.4 mm), which determines the thermal change temperature of the state in Bitumen. Bitumen lower than the above range is not easy to use and process at a high temperature due to low heat resistance, product shape workability is lowered if the above range. Even when the elongation satisfies other physical properties such as penetration, the elongation characteristics are out of the above range and durability is lowered.

In the present invention, bitumen is used in the viscoelastic vibration damping material 20 to 42% by weight based on the total composition. If the content of bitumen is less than the above range, the vibration damping property is lowered. On the contrary, if the bitumen content exceeds the above range, it is well flowed, so that the flowability is poor, making it difficult to uniformly mix during the preparation of the composition. Therefore, the workability is reduced due to the difficulty of product shape and the increase of energy consumption.

On the other hand, the bitumen itself exhibits a characteristic of reducing the impact sound showing a large vibration characteristic with a large energy and a wavelength at a low frequency (63 Hz, 125 Hz) of the impact source, but the vibration damping and physical properties with the change of temperature Due to the limited durability, it is not possible to manufacture a product with an appropriate storage modulus.

Therefore, in the present invention, two kinds of styrene-butadiene latexes having different physical properties of elasticity were used.

Styrene-Butadiene Latex (1) is a high concentration of styrene-butadiene latex with excellent foam safety and can be used alone as foam rubber or foam backing. Used as an impact reinforcing agent With a large particle size and high concentration, it showed excellent processing quality in rubber sponge products.

On the other hand, styrene-butadiene latex (Styrene-Butadiene Latex) (2) is a high styrene (styrene) butadiene latex content is used for strength reinforcement of foam (Foam) products.

Table 1 below summarizes the two styrene-butadiene latex physical properties used in the present invention.

2 styrene-butadiene latex properties division Styrene-Butadiene Latex (1) Styrene-Butadiene Latex (2) Solid content 60-70% 40-59% pH (25 ℃) 8.0-10.5 8.0-10.5 Surface tension (dyne / cm) 30-35 35-50 Viscosity (cps) <800 100-200 Specific gravity (25 ℃) 0.90 to 0.99 1.0-1.1

The two products are mixed with bitumen and have an excellent effect of damping the vibration of the floor impact sound as an impact reinforcing material.

In particular, the styrene-butadiene latex (1) can attenuate the impact force of the low frequency band in the reaction with the bitumen (Bitumen) due to the physical properties of the viscosity and surface tension due to the high solid content (60 ~ 70%) It gives optimum viscosity and durability, good thermosensitivity, and gives the mixture properties excellent in adhesiveness, plasticity, water resistance and electrical insulation.

The weight ratio of solids to the total amount of latex affects the viscosity of the latex and is a major factor affecting the adhesion, permeability and the like of the vibration damping composition mixed with the latex. That is, the more the solid content, the higher the viscosity of the latex, and when the content is less than the allowable solid content, the vibration damping characteristic is sharply lowered.

In view of the above, in the present invention, styrene-butadiene latex (1) has a solid content of 60 in order to have a vibration damping ability of the low frequency band and a high frequency band of vibration damping ability through reaction with bitumen. Styrene-butadiene latex (1) having -70% by weight, pH 8.0-10.5, surface tension 30-35 dyne / cm, viscosity 800 cps or less, and specific gravity 0.90-0.99 was used.

The surface tension is that when molecules form a liquid, the molecules on the surface and the molecules inside are different from each other, and the molecules on the surface are bound to each other because only about half of other molecules exist around the surface. The energy is cut in half.

As the surface area of the liquid becomes wider, a large number of molecules are present on the surface, and the energy for forming the liquid must be increased. As a result, it becomes spherical, and if gravity acts, it will eventually form a flat ellipsoid because of the force to lower the center of mass. Therefore, the tendency to reduce the surface area by the binding force of the internal molecules of the liquid is represented by the force called surface tension.

In particular, the effect of the transfer energy due to the vibration generated by the impact force on the upper part of the MDU floor structure is reduced to 30-35 so as to reduce the shear strain in the layered structure (layer layer). It has a surface tension of.

In the present invention, when the styrene-butadiene latex (1) is used at 12 wt% or less, the damping characteristic of a specific frequency band (63 Hz, 125 Hz) among the characteristics of vibration attenuation is effective, but the effect of reducing noise in the middle and high frequency bands is reduced. Can not expect and there is a difficulty in the shape of the product. On the contrary, when the material is mixed in an amount of 32% by weight or more, the viscosity increases, and thus the vibration damping effect of the low frequency cannot be expected.

On the other hand, in the present invention, styrene-butadiene latex (2) can be adjusted in hardness in accordance with the amount of addition in the reaction of the styrene-butadiene latex (1) and bitumen (Bitumen), the vibration damping material should be laminated in the apartment house structure It is added for the purpose of compensating vibration damping characteristics as well as structural safety against impact force, concentration and dynamic load.

The styrene-butadiene latex (2) has a solid content of 40 to 59% by weight, pH 8.0 to 10.5, surface tension of 35 to 50 dyne / cm, viscosity of 100 to 200 cps, specific gravity of 1.0 to 1.1, and ondol bottoms constituting a composite structure It is useful for optimizing structural safety effects in structures.

In the present invention, when the styrene-butadiene latex (2) is 12% by weight or less, it is not effective in the structural safety against impact force, concentration and dynamic load according to the complex structure in the multi-unit housing structure, and when it is 32% by weight or more, the viscosity is insufficient. As a result, vibration damping effects cannot be expected.

The styrene-butadiene latex (1), (2) of the present invention has a large shock absorbency to attenuate the impact energy of the floor impact sound and in the present invention instead of the styrene-butadiene latex (1), (2) Nitrile butadiene rubber (NBR), isoprene rubber (IR), styrene-butadiene rubber (SBR), styrene-butadiene-styrene rubber (SBS), styrene-isoprene-styrene rubber known in the art -Isoprene-styren (SIS), chloroprene rubber (CR), butyl rubber (IIR), acrylic rubber (ACM), chloro polyethylene rubber (CSM) and mixtures thereof may be used as a substitute. However, it is not suitable to manufacture a vibration damping sheet because it is not able to maintain a more stable and stronger bond in the chemical reaction with the bitumen used in the present invention mentioned above, as well as the bar of the apartment house structure It is difficult to expect the desired reduction characteristics even in the effect of reducing the impact sound.

In the present invention, paraffinic oil is suitable as an emulsifier required to be uniformly mixed in order to increase dispersibility in the chemical reaction of the mixture of bitumen and styrene-butadiene latex (1) and (2).

The paraffinic oil helps to mix the bitumen with styrene-butadiene latex (1) and (2) by mixing the bitumen droplets with a charge so that they do not stick together and mix well with water. It works.

In the present invention, the paraffinic oil is preferably used in 2 to 4% by weight in the total viscoelastic composition. If the paraffinic oil content is less than 2% by weight, the above-described effects cannot be sufficiently obtained. On the contrary, if the content of the paraffinic oil is more than 4% by weight, the viscoelasticity and adhesion are reduced, and the expected effect is significantly reduced.

In addition, the viscoelastic vibration damping composition of the present invention uses a process oil (Process-Oil) for the purpose of facilitating the wet construction of the composition and uniformly mixing the respective compositions. The process oil is preferably 5 to 25% by weight aromatic hydrocarbon, 35 to 55% by weight naphthenic hydrocarbon, and 35 to 45% by weight paraffinic hydrocarbon. The process oil is used at 6-8% by weight in the total viscoelastic vibration damping composition. If the process oil content is less than 6% by weight, the workability is lowered. On the contrary, if the process oil content is higher than 8% by weight, vibration damping property and adhesion are lowered, so that the process oil should be appropriately selected within the above range.

In the present invention, the inorganic filler used serves as a filler and a reinforcing agent, it is used that the particle size of 0.01㎛ ~ 10.0mm to be easily mixed with other compositions. If the particle size is less than 0.01 μm or more than 10 mm, coagulation or separation between inorganic fillers may occur and uniform mixing may not be achieved. Therefore, only the viscoelastic vibration damping performance but other physical properties are deteriorated.

The inorganic filler used in the present invention is preferably a single material or a mixture of two or more selected from the group consisting of calcium carbonate, talc, cray, silica and mica, and such inorganic fillers are used in the entire vibration damping composition. Use it at -20 wt%.

If the inorganic filler is less than 15% by weight, the workability is lowered. On the contrary, if the inorganic filler is more than 20% by weight, the vibration damping property and adhesion are lowered, so it should be appropriately selected within the above range.

The vibration-damping viscoelastic composition comprising the above components constituting the present invention, namely, bitumen, styrene-butadiene latex (1), (2), emulsifier, softener and inorganic filler, may generate bubbles during the mixing process. There is concern.

Since the bubble is likely to cause a decrease in damping characteristics when applied to the bottom structure of the viscoelastic vibration damping material, it is preferable to suppress bubbles in the mixing process as much as possible.

Therefore, the vibration damping viscoelastic composition of the present invention can use the antifoaming agent of 1 to 3% by weight of the mineral oil type antifoam in the entire composition to obtain the effect of the foam suppression.

In general, when the content of the antifoaming agent is less than 1% by weight, bubbles are generated to bring about a decrease in physical properties, and even if it exceeds 3% by weight, there is no increase in effect any more, so it is preferable to use within the above range.

Antifoaming agent that can be used in the present invention may be used in addition to the above-mentioned mineral oil type antifoaming agent of silicone modified type antifoaming agent, or a mixture thereof.

Hereinafter, a sheet that can be used directly in a structure using the viscoelastic composition of the present invention will be described.

Preferably, the viscoelastic vibration damping composition of the present invention is plate-shaped so as to have a thickness of 1-20 mm to produce a sheet for viscoelastic vibration damping.

As a method of forming a sheet of the present invention using the viscoelastic vibration damping composition, that is, sheeting, a vibration damping viscoelastic composition is placed in an extrusion molding machine and extruded to a predetermined thickness using a T-Die, or up and down. A method of inserting and compressing the vibration damping viscoelastic composition of the present invention between two rollers arranged in the present invention, or inserting the viscoelastic vibration damping composition into an extrusion molding machine, extrusion molding through a tee die, and then pressing and molding the roller again. Although a composite molding method or the like can be adopted, it is a matter of course that the plate shape, ie, sheeting, of the vibration damping viscoelastic composition of the present invention can be molded by any of the above methods.

Next, the viscoelastic vibration damping sheet sheeted using the vibration damping viscoelastic composition of the present invention is used to be molded to a thickness of 1-20mm according to the use and the length and width of the sheet (width × length) are particularly limited. It doesn't work.

The viscoelastic vibration damping sheet prepared as described above is cut into various shapes such as a cube, cube, triangle, tetrahedron, and octahedron of a predetermined size and attached to the surface of a lightweight foam concrete block or ALC block. By doing so, a viscoelastic vibration damping block is produced. The ALC block is a kind of lightweight foamed concrete block produced by steam at the factory and is included in the lightweight foamed concrete block.

The horizontal and vertical lengths of the lightweight foam concrete blocks or ALC blocks are 300-600 mm, respectively, the most preferably in terms of vibration damping effect and workability, and the height is preferably 20-60 mm, but is particularly limited thereto. It is not necessarily, it is possible to produce a variety of shapes, such as a cube, a cube, a triangle, a tetrahedron, a hexagon, an octahedron. In addition, when manufacturing the shape of a lightweight foam concrete block or ALC block can be manufactured to have a groove for forming a hot water pipe in the lower or upper portion of the block or to have a hollow layer (Fig. 10; 12a, 12b and 12c) Reference).

Of course, the lightweight foamed concrete block or ALC (Autoclaved Lightweight Concrete) block can be made using a heat storage material such as limestone (CaCO ₃ ), sludge (Sludge).

The thickness of the viscoelastic vibration damping sheet that is cut and attached to the surface of the viscoelastic vibration damping block is preferably 1 to 20 mm to exhibit the effect of vibration damping, but the thickness of 3 mm is most preferable in terms of the effect and economic efficiency of the vibration damping and is less than 1 mm. In construction, the construction effect is sharply lowered.

The viscoelastic vibration damping sheet attached to the surface of the viscoelastic vibration damping block of the present invention is attached to two neighboring sides of the lightweight foam concrete block or ACL block as shown in Figures 3 to 4 to produce a viscoelastic vibration damping block. It is the most practical and economical to use. That is, if a viscoelastic vibration damping sheet is placed on two adjacent sides, a viscoelastic vibration damping sheet is interposed between the block and the block, so that the vibration damping effect is equal to the vibration damping effect of the block with the viscoelastic vibration damping sheet attached to the four sides. The experimental results were similar. Nevertheless, it can also be used to attach to the 2-4 side of the lightweight foam concrete block of the present invention (see Fig. 5), furthermore can be used to attach to the 2-4 side and bottom of the lightweight foam concrete block ( Although not shown, it is also possible to manufacture and use a viscoelastic vibration damping block by attaching the 2-4 side surfaces and the bottom surface of the lightweight foamed concrete block, but sometimes the upper surface, that is, the entire lightweight foamed concrete block.

The model concept of the interlayer noise prevention structure consisting of the cushion floor of the floating floor structure and the lightweight foamed concrete layer proposed in the conventional German house etc. used the floating floor structure in Germany because of the problem of light impact sound in the apartment house. This means that the noise can be effectively controlled against the light impact sound.

However, according to the floating floor structure proposed by the German country, that is, a structure in which the finishing mortar layer and the floor concrete slab layer are separated by the cushioning material layer and the lightweight foam concrete layer, the impact force applied to the floor is reduced to a specific frequency in the concept of cushioning. This is a system that is sufficiently satisfactory for this level of noise protection, since the radiated noise was of particular interest only above 250 Hz.

However, unlike in Germany, since most houses are ondol and wall structures, the impact force transmitted from the impact source to the finishing mortar layer is transferred to the lightweight foam concrete layer and the buffer layer formed thereunder. do.

Figure 1a is a detailed model of the vibration transmission and reduction principle of the so-called, floating floor structure of the interlayer noise prevention structure composed of a lightweight foam concrete layer and a cushioning material layer that is used as a conventional method for reducing the floor impact sound of most apartment buildings.

In this model, the floor impact sound appears as the vibration of the upper slab caused by the impact source is transmitted through the structure and radiated to the lower layer. Therefore, in order to reduce the floor impact sound, vibration of the structure should be reduced, and for this, a method of controlling the mass (m), stiffness (K) and damping of the structure should be used. That is, the following Equation 1 must be satisfied.

In general, the bottom wave is acoustic radiation caused by bending vibration, so the most important wave in solid delivery is bending wave. A bending wave has a transverse displacement that is relatively larger than a longitudinal wave or a transverse wave, and much of the energy is transmitted by the bending wave. And it causes mutual interference with adjacent media and transmits it by deforming structural elements perpendicular to the direction of energy progression. Therefore, the bending wave plays an important role in acoustic radiation because it is the main transfer medium of energy and energy exchange with multiple media such as air transfer sound occurs.

The above bending wave can be expressed as the following equation assuming the floor slab of the wall structure as a flat plate. It is assumed that the displacement ω (x, y, z) of the plate occurs in the z direction perpendicular to the xy plane and the displacement is very small compared to the thickness h of the plate. Thus, it can be assumed that the neutral plane passing through the center of the plate does not deform during bending. Also, assuming that the vertical stress acting in the transverse direction of the plate is ignored, the free vibration motion equation of this plate is given by the following equations (2) and (3).

In the above formula, D _E is the bending stiffness of the plate, ∇ ⁴ is the neutralization operator, ρ is the mass density.

Where E is the elastic modulus, ν is the Poisson's ratio, and h is the thickness of the plate.

The biharmonic operator is a fourth-order differential speaker. In the case of a rectangular coordinate system, the biharmonic operator is expressed as Equation 4 below.

The boundary condition of the plate is zero for both the displacement and the vertical strain at the edge when clamped edge. That is, the simple support boundary condition of the rectangular flat plate is expressed by the following equations (5) to (7). Equation 5 represents the boundary condition at all boundaries, equation 6 at the boundary x = 0, x = l ₁ , and equation (7) at the boundary x = 0, x = l ₂ .

It can be seen from the above equation that the displacement of the plate in the homogeneous plate is controlled according to the elastic modulus and the thickness of the slab. Therefore, a method of increasing the thickness of the floor or slab using a material having elastic physical properties has been proposed and used.

However, when the impact force is applied to the upper layer in the wall structure, the floor structure vibrates, which behaves in various forms to generate the refraction wave. These refracting waves are transmitted to the solids that make up the space in the lower layer, which radiates into the air to be heard by the receiver. The solid sound transmits the solids to the medium, so when the impact is applied to the upper layer, the floor slab in the ondol structure Impact force is transmitted, which is transmitted to the lower wall and the floor by vibration to generate a refraction wave and radiate.

At this time, there is a limit that is not able to insulate the solid sound radiated below 125Hz, which is the main area of the heavy impact sound, and the noise becomes louder. This is because the conventionally used materials such as shock absorbers are elastic bodies, and since the wall structure is a material that elastically deforms, the damping by the shock absorbers does not perform at low frequencies.

In addition, increasing the thickness of the slab increases the stiffness of the slab along with the weight of the structure, so the noise reduction effect due to the shift of the resonance frequency cannot be expected.

In view of the above problems, the present invention invented a block type vibration damping system that can be described as shown in FIG.

First, the experimental data on the viscoelastic material was curve-adjusted as a function of frequency to obtain physical properties according to the frequency of the viscoelastic material as shown in Equation 8 below.

The real part of the above equation represents the storage modulus and the imaginary part represents the loss modulus.

In order to reflect the frequency dependence of the RKU equation, an error function (Equation 9) was selected.

Reflecting the frequency dependence in the RKU equation means that the natural frequencies obtained by applying the properties at specific frequencies of the viscoelastic material are the same as the frequencies of the viscoelastic material. In other words, if the above error function is zero, the frequency and natural frequency of the viscoelastic material are the same to reflect the frequency dependency. Therefore, reflecting the frequency dependence in the RKU equation is a problem to find the root of which the error function becomes zero through the Iteration method.

In the present invention, Newton-Raphson method was selected among various Iteration methods. The Newton-Raphson method is as follows. The initial values assumed for the near point if x _i [x _i, f (x _i)] can be obtained on a tangential contact, the tangent is a near-x _{i + 1} improved point intersecting the x-axis. Geometrically, the slope in [x _i , f (x _i )] is expressed by Equation 10 below and summed up for x _{i + 1} , and the Newton-Raphson equation shown in Equation 11 is obtained.

Using this method, iteration was performed using Equation 12 to solve the above error function. That is, when the input value x _i is substituted as the frequency, the output value x _{i +1} and the frequency can be obtained as shown in Equation (13).

Enter x _{i +1} into the next iteration and repeat it until the error function converges to zero, x being the input frequency of the viscoelastic material, or the natural frequency obtained from the RKU sandwich beam / plate equation. The optimum thickness of the damping material was obtained using the properties of this frequency.

In addition, the floor slab is blocked and a viscoelastic material is constructed between the blocks, thereby reducing the primary impact force transmitted from the finishing mortar layer (ondol structure) to the slab, and reducing the magnitude of the refraction wave by reducing or controlling repeated vibrations.

This is the principle that the impact force from the finishing mortar layer to the slab causes each block to vibrate.

In FIG. 1b, the vibration force transmitted from the finishing mortar layer (ondol structure) to the floor slab and the wall and proceeds to the sound receiving chamber reduces vibration force by reducing the load of the ondol structure portion, and the separated block having the load reduction is By adhering the viscoelastic vibration damping sheet to obtain a vibration damping effect, the viscoelastic vibration damping sheet simultaneously exhibits elastic deformation and viscous flow when a force is applied from an impact source, resulting in vibrations and blocks from the top. Vibration insulation prevents vibration from moving horizontally, reducing vibration energy transmitted to the wall structure.

When the impact force transmitted from the impact source to the finishing mortar layer (ondol structure) is transmitted to a specific viscoelastic vibration damping block among the blocks of the viscoelastic vibration damping block layer, the lightweight foam concrete layer prevents shear deformation throughout the viscoelastic vibration damping block layer. Is divided into a block shape of a certain size and manufactured into a block of a certain size, and the viscoelastic vibration damping sheet is attached to 2-4 sides of the lightweight foam concrete block or CC block to apply only a specific vibration damping block to which an impact force is applied. Shear deformation occurs and other vibration dampening blocks do not transmit shear deformation.

Although the vibration damping block is inferior in vibration damping effect, the substructure can be shaped to have a hollow layer by a competitor (see FIG. 12A), and the upper part of the block is also provided with a heating pipe by a competitor to improve construction properties. It can be produced in a shape that can be made (see Figs. 10 and 12b, 12c).

Another embodiment of the vibration damping block of the present invention attaches the viscoelastic vibration damping sheet to 2-4 sides and bottom of the lightweight foam concrete block or CC block so that shear deformation is not transmitted to the lower side.

Another embodiment of the vibration damping block of the present invention attaches the viscoelastic vibration damping sheet to 2-4 sides, bottom and top of the lightweight foam concrete block or CC block so that shear deformation is not transmitted to the upper and lower sides. . In addition, by controlling the resonance phenomenon by damping the vibration in the viscoelastic vibration damping sheet has an excellent effect on the noise prevention.

Since the viscoelastic vibration damping sheet of the present invention is viscous, it is attached well and does not easily fall off even when a large force is applied when attaching to the lightweight foam concrete block or AC block.

In addition, the viscoelastic vibration damping sheet of the present invention may be used in place of a cushioning material, such as polyethylene foam, polyurethane foam for preventing the conventional interlayer noise, the effect is significantly lower than the sheet of the present invention.

The present invention provides a system for preventing interlayer noise using a viscoelastic vibration damping sheet and a viscoelastic vibration damping block made of a novel viscoelastic composition for the vibration damping of a new type of multi-family house having a low viscosity and a high storage modulus and loss coefficient. Has an excellent effect.

Hereinafter, a preferred floor noise prevention structure of a multi-family building using the viscoelastic vibration damping sheet and the viscoelastic vibration damping block of the present invention will be described in detail.

In Example 1, the viscoelastic vibration damping sheet 55 is formed on the bottom concrete slab layer 10 to form a viscoelastic vibration damping sheet layer as shown in the cross section of the preferred structure of the present invention in FIG. A viscoelastic vibration damping block 65 having a viscoelastic vibration damping sheet 50 attached to four sides of the lightweight foam concrete block 40 on the vibration damping sheet layer is formed to form a viscoelastic vibration damping block layer, and the viscoelastic vibration damping An interlayer noise prevention structure in which a finishing mortar layer 35 into which the hot water pipe 30 is inserted is formed on the upper portion of the block layer.

Embodiment 2, as shown in the cross-section of another preferred embodiment of the present invention in FIG. 8 to form a lightweight foamed concrete layer of a predetermined thickness by installing a lightweight foamed concrete 20 on the floor concrete slab layer 10, The viscoelastic vibration damping sheet 55 is disposed on the lightweight foamed concrete layer to form a viscoelastic vibration damping sheet layer, and the viscoelastic vibration on four sides of the lightweight foamed concrete block 40 on the viscoelastic vibration damping sheet layer. A finishing mortar layer 35 having a viscoelastic vibration damping block 65 to which the damping sheet 50 is attached is formed to form a viscoelastic vibration damping block layer, and a hot water pipe 30 is inserted above the viscoelastic vibration damping block layer. The interlayer noise prevention structure formed.

In Example 3, as shown in the cross-section of another embodiment of the present invention in Figure 9, the cushioning material layer 16 of a predetermined thickness by laying a cushioning material made of foamed synthetic rubber or polyethylene foam on top of the bottom concrete slab layer (10) Form a viscoelastic vibration damping block 40 having a viscoelastic vibration damping sheet 50 attached to four sides of the lightweight foam concrete block on the upper side of the cushioning material layer to form a viscoelastic vibration damping block layer 65, An interlayer noise prevention structure in which a finishing mortar layer 35 into which a hot water pipe 30 is inserted is formed on the viscoelastic vibration damping block layer.

As described above, when the viscoelastic vibration damping sheet 50 is formed on the upper portion of the buffer layer 16 to form a viscoelastic vibration damping sheet layer, the vibration damping sheet integrates with the upper and lower structures that are sheared and thus acts as a damping vibration. Since it does not meet the CLD (Constrained-layer damping) principle of the reduction of viscoelastic materials in the structure, the noise cannot be greatly reduced.

In Example 4, as shown in the cross section of another embodiment of the present invention in FIG. 10, a buffer material made of polyethylene foam (PEF) is disposed on the bottom concrete slab layer 10 to form a buffer material layer 16 having a predetermined thickness. And a viscoelastic vibration damping block having a viscoelastic vibration damping sheet 50 attached to four sides of the light-weight foam concrete block 40 on the cushioning material layer to form a viscoelastic vibration damping block layer 65 and forming the viscoelastic vibration. The interlayer noise prevention structure is formed on the upper part of the damping block layer to form a finishing mortar layer 35 into which the hot water pipe 30 is inserted.

In Example 5, as shown in the cross-section of another embodiment of the present invention in FIG. 11, an EPS (Expandable Polystyrene) buffer material is provided on the bottom concrete slab layer 10 to form a buffer layer 16 having a predetermined thickness. In addition, the viscoelastic vibration damping block 40 having the viscoelastic vibration damping sheet 50 attached to the four sides of the lightweight foam concrete block 40 is formed on the upper side of the buffer material layer to form a viscoelastic vibration damping block layer 65. , The interlayer noise prevention structure in which a finishing mortar layer 35 into which the hot water pipe 30 is inserted is formed on the viscoelastic vibration damping block layer.

In Example 6, unlike the EPS of Example 5, on the bottom concrete slab layer 10 as another embodiment of FIG. 11, an expanded polypropylene (EPP) buffer is installed to form a buffer layer 16 having a predetermined thickness. The viscoelastic vibration damping block 40 having the viscoelastic vibration damping sheet 50 attached to the four sides of the lightweight foam concrete block is formed on the upper side of the buffer material layer to form a viscoelastic vibration damping block layer 65, and the viscoelastic vibration damping An interlayer noise prevention structure in which a finishing mortar layer 35 into which the hot water pipe 30 is inserted is formed on the upper portion of the block layer.

Example 7 is a buffer of a certain thickness by laying a cushioning material made of polyurethane foam (PUF, Polyurethane foam) different from Example 5 and Example 6 on the bottom concrete slab layer 10 in another embodiment of FIG. A layer 16 is formed, and a viscoelastic vibration damping block 40 having a viscoelastic vibration damping sheet 50 attached to four sides of the lightweight foam concrete block on the upper side of the cushioning material layer is installed. Is formed, and the interlayer noise prevention structure formed a finishing mortar layer 35, the hot water pipe 30 is inserted into the top of the viscoelastic vibration damping block layer.

In Example 8, unlike the embodiment 7, the foamed aluminum foam sheet 16 is disposed on the bottom concrete slab layer 10 as another embodiment of FIG. 11 to form a structural layer having a predetermined thickness, and the foamed aluminum A 3 mm thick viscoelastic vibration damping sheet 50 is placed on top of the layer, and then a viscoelastic vibration damping block with viscoelastic vibration damping sheet 50 is attached to four sides of the lightweight foam concrete block on top of the viscoelastic vibration damping sheet layer. To form a viscoelastic vibration damping block layer 65, and a finishing mortar layer 35 into which a hot water pipe 30 is inserted is formed on the viscoelastic vibration damping block layer.

In addition to the above embodiment, the material of the block may be used to add CaCO ₃ , Sludge as the heat storage material. Of course, such a change of material is within the scope of the present invention.

In addition, in consideration of the thermal insulation of the present invention in the manufacture of the block light-weight foam concrete instead of ALC (ALC) can be used, of course, such a change of material is of course within the scope of the present invention.

Or more, it will be described in more detail below with respect to a preferred embodiment of the inter-layer noise protection structure of the described multi-unit house.

Example 1

Bitumen 30% by weight, Styrene-butadiene latex (1) 20% by weight, Styrene-butadiene latex (2) 20% by weight, 3% by weight paraffinic oil as emulsifier, 7% by weight process oil as softener, 2 wt% mineral oil type antifoaming agent and 18 wt% calcium carbonate were placed in a blender and mixed at 130 ° C. for 30 minutes to prepare a viscoelastic composition for vibration damping.

The vibration damping viscoelastic composition was placed in an extrusion molding machine and passed through a T-die, followed by extrusion molding, and then compressed by a roller to prepare a 3 mm thick viscoelastic vibration damping sheet, and cut the viscoelastic vibration damping sheet to Attached to the four sides of the block to produce a viscoelastic vibration damping block of 600mm and 60mm in thickness, respectively, laying the 3mm thick viscoelastic vibration damping sheet on top of the floor concrete slab layer (1800mm), and on top of the viscoelastic vibration damping sheet layer Install the viscoelastic vibration damping block, install a finishing mortar layer 50mm in which hot water pipe is inserted in the upper part of the viscoelastic vibration damping block layer and construct it as an interlayer noise prevention structure, and then test the results for light impact sound and heavy impact sound. Table 2 shows.

Example 2

Bitumen 30% by weight, Styrene-butadiene latex (1) 20% by weight, Styrene-butadiene latex (2) 20% by weight, 3% by weight paraffinic oil as emulsifier, 7% by weight process oil as softener %, Mineral oil type antifoaming agent 2% by weight, calcium carbonate 18% by weight in a blender to prepare a vibration damping viscoelastic composition for 30 minutes at 130 ℃ temperature and then put the vibration damping viscoelastic composition in an extrusion molding machine After extruding through extrusion, a roller is pressed again to produce a 3 mm thick viscoelastic vibration damping sheet, and the viscoelastic vibration damping sheet is cut and attached to four sides of the CC block to form a viscoelastic vibration damping block having a width of 600 mm and a thickness of 40 mm, respectively. Was prepared.

A 20 mm thick lightweight foam concrete is placed on the bottom concrete slab layer, and the 3 mm thick viscoelastic vibration damping sheet is placed on the lightweight foam concrete layer, and then the viscoelastic vibration damping block is placed on top of the viscoelastic vibration damping sheet layer. After that, a finishing mortar layer 50mm in which hot water pipes are inserted in the upper part of the viscoelastic vibration damping block layer was installed as an interlayer noise preventing structure, and the test results for the light impact sound and the heavy impact sound are shown in Table 2.

Example 3

Bitumen 30% by weight, Styrene-butadiene latex (1) 20% by weight, Styrene-butadiene latex (2) 20% by weight, 3% by weight paraffinic oil as emulsifier, 7% by weight process oil as softener, 2 wt% mineral oil type antifoaming agent and 18 wt% calcium carbonate were placed in a blender and mixed at 130 ° C. for 30 minutes to prepare a viscoelastic composition for vibration damping.

Insert the vibration damping viscoelastic composition into an extrusion molding machine, pass through a tee die, and extruding it to form a 3 mm thick viscoelastic vibration damping sheet by cutting with a roller, and cut the viscoelastic vibration damping sheet to cut 4 of lightweight foam concrete blocks. Attached to the side to produce a viscoelastic vibration damping block of 600mm in width and 40mm in thickness, respectively, laying a 20mm thick cushioning material made of polyethylene foam on the floor concrete slab layer, and laying the viscoelastic vibration damping block on top of the cushioning material. Next, a finishing mortar layer 50mm in which hot water pipes are inserted in the upper part of the viscoelastic vibration damping block layer was installed as an interlayer noise preventing structure and tested for light impact sound and heavy impact sound. The results are shown in Table 2.

Example 4

Bitumen 30% by weight, Styrene-butadiene latex (1) 20% by weight, Styrene-butadiene latex (2) 20% by weight, 3% by weight paraffinic oil as emulsifier, 7% by weight process oil as softener, 2% by weight of mineral oil-type antifoaming agent and 18% by weight of calcium carbonate were mixed in a blender for 30 minutes at 130 ° C. to prepare a vibration damping viscoelastic composition, and then the vibration damping viscoelastic composition was placed in an extrusion molding machine and passed through a tea die. After extruding and extruding, the roller was pressed again to produce a 3 mm thick viscoelastic vibration damping sheet, and the viscoelastic vibration damping sheet was cut and attached to the four sides of the lightweight foam concrete block to be 600 mm wide and 40 mm thick, respectively. And a viscoelastic vibration damping block 65 having a viscoelastic vibration damping sheet 50 attached to four sides of the lightweight foam concrete block on the bottom concrete slab layer. Lay out to form a viscoelastic vibration damping block layer, and constructed as an interlayer noise prevention structure in which a finishing mortar layer 35 into which a hot water pipe 30 is inserted is formed on top of the viscoelastic vibration damping block layer. The test results are shown in Table 2.

Example 5

Bitumen 30% by weight, Styrene-butadiene latex (1) 20% by weight, Styrene-butadiene latex (2) 20% by weight, 3% by weight paraffinic oil as emulsifier, 7% by weight process oil as softener, 2% by weight of mineral oil-type antifoaming agent and 18% by weight of calcium carbonate were mixed in a blender for 30 minutes at 130 ° C. to prepare a vibration damping viscoelastic composition, and then the vibration damping viscoelastic composition was placed in an extrusion molding machine and passed through a tea die. After extruding and extruding, the roller was pressed again to produce a 3 mm thick viscoelastic vibration damping sheet, and the viscoelastic vibration damping sheet was cut and attached to the four sides of the lightweight foam concrete block to be 600 mm wide and 40 mm thick, respectively. To produce a buffer layer having a predetermined thickness by installing EPS (Expandable Polystyrene) buffer material 16 on the bottom concrete slab layer, and forming an upper layer of the buffer material layer. A viscoelastic vibration damping block 65 having a viscoelastic vibration damping sheet 50 attached to the four sides of the lightweight foam concrete block is formed on the viscoelastic vibration damping block layer to form a viscoelastic vibration damping block layer. 30) is constructed as an interlayer noise prevention structure in which a finishing mortar layer 35 is inserted and tested for light impact sound and heavy impact sound, and the results are shown in Table 2.

Example 6

Bitumen 30% by weight, Styrene-butadiene latex (1) 20% by weight, Styrene-butadiene latex (2) 20% by weight, 3% by weight paraffinic oil as emulsifier, 7% by weight process oil as softener, 2% by weight of mineral oil-type antifoaming agent and 18% by weight of calcium carbonate were mixed in a blender for 30 minutes at 130 ° C. to prepare a vibration damping viscoelastic composition, and then the vibration damping viscoelastic composition was placed in an extrusion molding machine and passed through a tea die. After extrusion molding, the roller was pressed again with a roller to manufacture a viscoelastic vibration damping sheet having a thickness of 3 mm, and the viscoelastic vibration damping sheet was cut and attached to four sides of the lightweight foam concrete block to be 600 mm long and 40 mm thick, respectively. Fabrication process, and installed an expanded polypropylene (EPP) cushioning material 16 on the bottom concrete slab layer to form a buffer layer having a predetermined thickness, and an upper portion of the buffering material layer. A viscoelastic vibration damping block 65 having a viscoelastic vibration damping sheet 50 attached to the four sides of the lightweight foam concrete block is formed on the viscoelastic vibration damping block layer to form a viscoelastic vibration damping block layer. 30) is constructed as an interlayer noise prevention structure in which a finishing mortar layer 35 is inserted and tested for light impact sound and heavy impact sound, and the results are shown in Table 2.

Example 7

Bitumen 30% by weight, Styrene-butadiene latex (1) 20% by weight, Styrene-butadiene latex (2) 20% by weight, 3% by weight paraffinic oil as emulsifier, 7% by weight process oil as softener %, Mineral oil type antifoaming agent 2% by weight, calcium carbonate 18% by weight in a blender to prepare a viscoelastic vibration damping composition by mixing at 130 ℃ temperature for 30 minutes, and then the viscoelastic vibration damping composition is put in an extrusion molding machine and passed through a tea die After extrusion molding, the roller was pressed again with a roller to produce a 3 mm thick viscoelastic vibration damping sheet. The viscoelastic vibration damping sheet was cut and attached to the four sides of the lightweight foam concrete block to produce viscoelastic vibration damping blocks having a width of 600 mm and a thickness of 40 mm, respectively, and a cushioning material made of polyurethane foam on the bottom concrete slab layer. (16) was installed to form a buffer layer having a predetermined thickness, and a viscoelastic vibration damping block (65) having viscoelastic vibration damping sheets (50) attached to four sides of the light-weight foam concrete block was formed on the upper portion of the buffer layer. A vibration damping block layer is formed, and the construction is made of an interlayer noise prevention structure in which a finishing mortar layer 35 into which a hot water pipe 30 is inserted is formed on top of the viscoelastic vibration damping block layer, and tested for light impact sound and heavy impact sound. The results are shown in Table 2.

Example 8

Bitumen 30% by weight, Styrene-butadiene latex (1) 20% by weight, Styrene-butadiene latex (2) 20% by weight, 3% by weight paraffinic oil as emulsifier, 7% by weight process oil as softener, 2% by weight of mineral oil type antifoaming agent and 18% by weight of calcium carbonate were mixed in a blender and mixed at 130 ° C. for 30 minutes to prepare a viscoelastic vibration damping composition.Then, the viscoelastic vibration damping composition was placed in an extruder and passed through a die. After molding, the sheet was pressed again with a roller to produce a 3 mm thick viscoelastic vibration damping sheet. The viscoelastic vibration damping sheet was cut and attached to four sides of the ALC block to produce viscoelastic vibration damping blocks having a width of 600 mm and a thickness of 40 mm, respectively, and a foamed aluminum foam sheet was placed on the floor concrete slab layer to have a predetermined thickness. A layer was formed, a 3 mm thick viscoelastic vibration damping sheet was placed on top of the foamed aluminum layer, and the viscoelastic vibration damping sheet 50 was attached to four sides of the lightweight foam concrete block on the viscoelastic vibration damping sheet layer. The vibration damping block 65 is installed to form a viscoelastic vibration damping block layer, and is constructed as an interlayer noise prevention structure in which a finishing mortar layer 35 into which a hot water pipe 30 is inserted is formed on the viscoelastic vibration damping block layer. The test results for the light impact sound and heavy impact sound are shown in Table 2.

The interlayer noise performance test for the above embodiment is based on KS F2810-1, which is based on KS F2810-1, based on KS F2810-1. It measured based on F2810-2.

The impact sound is generated by using a standard light weight / weight impact source on the floor to be measured, and is 5 points distributed on average including 1 point near the center point into the floor plane at least 75 cm away from the surrounding wall. In the 1/1 octave frequency analysis, the impact sound level was calculated by calculating the shock source as the maximum value of the fast characteristic noise characteristics for three times of heavy impact sound, and the equivalent noise level (Leq) of 6 seconds for the light impact sound. Calculated.

Each single numerical evaluation level was evaluated using the evaluation method based on the inverse A characteristic curve among the evaluation methods specified in KS F 2863-1 and 2863-2.

Interlayer noise prevention performance test result division Frequency (Hz) Example Comparative example One 2 3 4 5 6 7 8 One 2 Lightweight impact volume (dB) 125 51 53 51 52 56 57 55 52 66 65 250 52 55 52 55 53 54 51 51 62 61 500 54 51 51 53 49 48 47 55 60 57 1000 46 49 47 49 45 44 41 51 57 54 2000 38 41 39 43 39 37 37 45 54 53 Weight Shock Volume (dB) 63 69 66 68 67 69 71 68 66 79 81 125 59 57 60 58 59 61 57 53 71 68 250 49 48 50 51 47 48 46 51 55 53 500 41 40 42 45 39 40 38 47 41 42

In Comparative Example 1 and Comparative Example 2 in Table 2, a cushioning material layer of foamed synthetic rubber (Comparative Example 1) or polyethylene foam (Comparative Example 2) was formed on the bottom concrete slab to form a cushioning material layer, and a light weight bubble thereon. After pouring concrete to form a lightweight foamed concrete layer, the test was evaluated after constructing a finishing mortar in which hot water pipe is inserted on the upper surface of the lightweight foamed concrete layer. However, the difference in the material of the buffer material has a significant effect on the volume of light impact sound and weight impact sound. It was not crazy.

* Comparing Comparative Example 1, 2 and the embodiment of the present invention in Table 2, it can be seen that the present invention can obtain a remarkable effect on the prevention of interlayer noise by the effect of vibration damping, in particular low frequency (63Hz, 125Hz) In comparison with the heavy impact sound, which shows a large noise characteristic at, at 63Hz and 125Hz, it was found that noise of 10dB or more is reduced, which has an excellent effect on preventing inter-layer noise.

As described in detail through the above examples and experimental results, the present invention is a multi-family housing using a viscoelastic vibration damping sheet and block made of a novel viscoelastic composition for interlayer vibration damping of a multi-family house having a low viscosity and a high storage modulus and loss coefficient. It is a very useful invention for building materials industry and building industry because it has an excellent effect of providing an interlayer noise prevention system.

Figure 1a is a conventional model of an interlaminar noise preventing structure analysis model.

Figure 1b is a vibration damping structure analysis model of the present invention.

2A and 2B are cross-sectional views of a conventional interlayer noise suppression structure.

Figure 3 is an exploded perspective view of the present viscoelastic vibration damping block.

4 is a perspective view of the present viscoelastic vibration damping block.

5 is an exploded perspective view of another embodiment of the present viscoelastic vibration damping block.

6 is an exploded perspective view of another embodiment of the present viscoelastic vibration damping block.

Figure 7 is a cross-sectional view of a structure showing a first embodiment of the interlayer noise preventing structure using the vibration damping block of the present invention.

Figure 8 is a cross-sectional view of a structure showing a second embodiment of the interlayer noise protection structure using the vibration damping block of the present invention.

Figure 9 is a cross-sectional view of a structure showing a third embodiment of the interlayer noise preventing structure using the present invention vibration damping block.

Figure 10 is a cross-sectional view showing another embodiment of the interlayer noise preventing structure using the vibration damping block of the present invention.

Figure 11 is a structural cross-sectional view showing another embodiment of the interlayer noise preventing structure using the vibration damping block of the present invention.

12A, 12B and 12C show a modified embodiment of the lightweight foam concrete of the present invention vibration damping block.

Claims (5)

In the multi-unit housing structure, a floor concrete slab layer, a viscoelastic vibration damping sheet layer having a viscoelastic vibration damping sheet installed on the floor concrete slab layer, and a viscoelastic vibration damping sheet on the top of the viscoelastic vibration damping sheet layer are 2-4. An interlayer noise prevention structure comprising a viscoelastic vibration damping block layer on which a viscoelastic vibration damping block attached to a side is installed, and a finishing mortar layer on which a finishing mortar in which hot water pipes are inserted is inserted in an upper portion of the viscoelastic vibration damping block layer. . In a multi-unit housing structure, a viscoelastic vibration damping layer having a floor concrete slab layer, a lightweight foamed concrete layer in which lightweight foamed concrete is installed on an upper portion of the floor concrete slab layer, and a viscoelastic vibration damping sheet disposed on an upper portion of the lightweight foamed concrete layer A viscoelastic vibration damping block layer having a sheet layer, a viscoelastic vibration damping block on which the viscoelastic vibration damping sheet is attached to sides 2-4 on top of the viscoelastic vibration damping sheet layer, and a hot water on top of the viscoelastic vibration damping block layer An interlayer noise prevention structure consisting of a finishing mortar layer in which a finishing mortar in which pipes are inserted is installed. In a multi-unit housing structure, a floor concrete slab layer, a cushioning material layer having a cushioning material disposed on an upper portion of the floor concrete slab layer, and a viscoelastic vibration damping block having a viscoelastic vibration damping sheet attached to the upper side of the buffering material layer on a side of 2-4. An interlayer noise prevention structure comprising the laid viscoelastic vibration damping block layer and a finishing mortar layer with a finished mortar in which hot water pipes are inserted in the upper part of the viscoelastic vibration damping block layer. A multi-unit housing structure comprising: a bottom concrete slab layer, a viscoelastic vibration damping block layer having a viscoelastic vibration damping block attached to a side of a floor of the floor concrete slab layer on a side of 2-4, and the viscoelastic vibration damping layer An interlayer noise prevention structure consisting of a finishing mortar layer in which a finishing mortar in which hot water pipes are inserted at the top of the block layer is installed. A multi-unit housing structure comprising: a floor concrete slab layer, a structural layer having foamed aluminum installed on top of the floor concrete slab layer, a viscoelastic vibration damping sheet layer having a viscoelastic vibration damping sheet on top of the structural layer, and A viscoelastic vibration damping block layer having a viscoelastic vibration damping block having a viscoelastic vibration damping sheet attached to the sides 2-4 on the top of the viscoelastic vibration damping sheet layer, and a finishing mortar in which a hot water pipe is inserted in the top of the viscoelastic vibration damping block layer An interlayer noise protection structure consisting of an installed finishing mortar layer.

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