JP2014047609A - Sound insulation floor structure, and method for reducing floor impact sound - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a sound insulation floor structure which is high in sound insulating performance for floor impact sound and in particular can efficiently insulate heavy floor impact sound despite of its light weight and simple structure.SOLUTION: In a sound insulation floor structure, an intermediate layer 3 formed of a plurality of floor joists 4 arranged in parallel at intervals and a buffer layer 5 arranged alternately with the floor joists 4 is interposed between a floor underlayer material 2 disposed on horizontal members 1 and a floor finishing layer 9. The buffer layer includes a buffer material and is a layer obtained by compressing a layer to be compressed having a larger thickness than that of the floor joist to the thickness of the floor joist. The horizontal members and the floor joists are arranged in parallel to each other, and the floor joists are arranged so that they are positioned respectively above the horizontal members.

Description

  The present invention relates to a sound insulation floor structure useful for reducing floor impact sound, for example, floor impact sound from an upper floor in a multi-storey building (multi-storey building), and a method for reducing floor impact sound.

  In a multi-storey building such as a condominium, a building, and a general house, a sound insulation floor structure is provided to reduce a floor impact sound from the upper floor. Light floor impact sounds (relatively high frequency sound waves) such as impact sounds generated by dropping spoons or tableware, walking sounds with slippers, etc. There is a need for a sound insulation floor structure having sound insulation performance against a wide range of impact sounds. As such a sound insulation floor structure, a structure in which a space portion or a vibration damping material (sound insulation material) is interposed between a floor material and a floor base material is known, but a porous material such as a fiber material is used. An intervening structure has also been proposed.

  In JP-A-8-105192 (Patent Document 1), a lightweight cellular concrete panel is stretched on a horizontal member such as an I-shaped steel disposed on a floor portion, and a joist having an anti-vibration means is disposed. In addition, a crushed grain such as an ALC panel is arranged between the joists, and a composite floor is formed by laminating at least a sound-absorbing plywood floor, a non-combustible board and a lightweight cellular concrete panel on the joists. An anti-vibration and sound insulation device for a floor portion on which a floor material is stretched is disclosed. This document describes a device in which hollow joists are arranged vertically with respect to a horizontal member.

  However, in this sound insulation device, sound absorption can be improved by disposing a porous material composed of crushed grains such as ALC panels between joists, but since the porous material has a low cushioning property, Therefore, the occurrence of impact cannot be effectively suppressed. In this device, a horizontal member corresponding to a horizontal member (beam or floor joist) is arranged perpendicular to the joist, but the sound insulation performance is low with respect to the weight impact sound. Moreover, in the hollow joist, although the solid propagation from the joist is suppressed, the strength is lowered. Furthermore, since the thickness is increased, the degree of freedom in architectural design is reduced, and the construction cost is increased.

  Japanese Patent Laid-Open No. 2003-56171 (Patent Document 2) uses a solid wood as a surface plate, and in a soundproof structure in the solid wood arranged via a joist on the slab, a cushioning material between the slab and the joist A space between the slab and the solid wood, the air layer being an area where the joists are not present, A soundproof structure in solid wood in which a sound absorbing material is arranged is disclosed. This document describes fiber materials such as glass wool, rock wool, cellulose fiber, and polyester fiber as sound absorbing materials. Moreover, the fiber board which heat-fused the polyester fiber with the binder is described as a buffering material. Furthermore, concrete slabs are described for the floor base material.

  However, the floor impact sound level with respect to the thickness of the soundproof layer is low in the sound absorbing material and the fiberboard formed of the buffer material. Note that this document does not describe a floor base material including a horizontal member.

  Japanese Patent Laid-Open No. 2012-77600 (Patent Document 3) discloses a sound insulation floor structure in which a sound insulation floor constituting material is interposed between a floor base material and a floor finish layer, and the sound insulation floor constituting material has an interval. A sound-insulating floor structure is disclosed which is composed of a plurality of joists to be arranged in parallel, and compressed layers arranged alternately with these joists and compressed to the thickness of the joists. This document describes a non-woven fiber structure including wet heat-adhesive fibers as the material of the compressed layer, and having the fibers fixed by fusion of the wet heat adhesive fibers. Further, in this document, in order to improve the walking feeling, it is desirable to arrange so that there is no overlapping part with the horizontal member, the horizontal member and joist are arranged in parallel, and the horizontal member is mounted. It is described that it is preferable to dispose the joist so that the joist is not located above the material (that is, arrange the joist so that the horizontal member is located above the adjacent joists).

  However, in this sound insulation floor structure, although the walking feeling can be improved, the sound insulation performance is not sufficient, and in particular, the sound insulation performance is low against the weight impact sound.

JP-A-8-105192 (Claims and drawings) JP 2003-56171 A (claims, paragraphs [0028], [0030] to [0033], [0040]) JP 2012-77600 A (Claims, paragraph [0094], Examples)

  Accordingly, an object of the present invention is to provide a sound insulation floor structure and a floor impact sound reduction method capable of effectively insulating a heavy floor impact sound in spite of having a light weight and simple structure, and having a high floor sound insulation performance. It is to provide.

  Another object of the present invention is to provide a sound insulation floor structure that can insulate a floor impact sound from an upper floor in a multi-storey building in a wide frequency range including a low frequency range, and a method for reducing a floor impact sound. There is.

  Still another object of the present invention is to provide a sound insulation floor structure that can suppress sinking of the floor material due to walking, obtain a good feeling of walking, and has high sound insulation performance of floor impact sound.

  The present inventors have studied to improve the sound insulation of the sound insulation floor structure of Patent Documents 1 and 3 and, in particular, to improve the sound insulation against the heavy floor impact sound. We paid attention to the fact that measures were taken by increasing the surface weight of the flooring. Therefore, to increase the surface weight, we considered using heavy floor components such as asphalt damping material and high specific gravity gypsum board, but the finished thickness would be too high or the number of parts would increase. Because the construction cost is too high, it turned out to be inappropriate as a floor structure in a multi-storey building.

  As a result of further investigations, the present inventors have found that in the sound insulation floor structure of Patent Documents 1 and 3, the propagation property of the heavy floor impact sound is greatly influenced by the arrangement position of the joist and the horizontal member. It was. Considering based on the knowledge obtained by the present inventors as a result of trial and error, it can be assumed that in the sound insulation floor structure of Patent Documents 1 and 3, the mechanism by which noise due to heavy floor impact sound is generated is as follows. In other words, the impact applied to the flooring material propagates solidly through the floor component or floor base material, vibrates the floor base material, and generates noise in the downstairs, but in the case of a floor constituent member having a joist structure, Since the layers and sound-absorbing layers are insulated by the fiber material (nonwoven fiber structure or the like), the solid propagation from the joist portion is relatively increased. However, in Patent Document 1, from the viewpoint of strength and stability, the horizontal member corresponding to the horizontal member is opposite to the joist as in a general building in which the joist is arranged vertically with respect to the horizontal member. Are arranged vertically. Moreover, in patent document 3, in order to improve a feeling of walking, the horizontal member and the joists are arranged in parallel, and the joists are arranged so that the joists are not located above the horizontal members. That is, in the structures of these patent documents, the horizontal member and the joist do not overlap each other or the portion that does not overlap (the portion of the floor base material that is low in rigidity and easy to transmit vibration) has a large area. . Therefore, it can be estimated that the vibration of the heavy floor impact sound is easily transmitted to the low rigidity portion of the floor base material, and the vibration of the floor base material is increased.

  In view of this, the present inventors, in a sound insulation floor structure including an intermediate layer in which buffer layers compressed to the thickness of the joists and joists are arranged alternately, arrange the joists on a horizontal member, thereby providing the joists. It is found that vibrations transmitted to the floor base material (especially heavy floor impact sound) can be reduced despite the fact that the transmitted vibration can be reduced by concentrating it on a highly rigid horizontal member. The present invention has been completed.

That is, the sound insulation floor structure of the present invention includes a plurality of joists arranged in parallel with a space between the floor base material and the floor finish layer arranged on the horizontal member, and the joists. A sound insulation floor structure in which intermediate layers formed with alternately arranged buffer layers are interposed,
The buffer layer includes a buffer material and is a layer obtained by compressing a layer to be compressed having a thickness larger than the joists up to the thickness of joists,
The horizontal joists and the joists are arranged in parallel, and the joists are arranged so that the joists are positioned on the horizontal joists.

The intermediate layer may include a space between the joist and the buffer layer. The width ratio between the buffer layer and the joist (the width ratio between each buffer layer and each joist) may be about buffer layer / josh = 3/1 to 10/1. The width ratio between the buffer layer and the space portion (width ratio between each buffer layer and each space portion) may be about buffer layer / space portion = 3/1 to 20/1. The buffer layer is formed of a non-woven fiber structure in which fibers are fixed by fusion of wet heat adhesive fibers and has a fiber adhesion rate of ³ to 85% and an apparent density of 0.03 to 0.2 g / cm ³ . A laminated body including a compressed buffer portion and a non-buffer portion formed of a damping material may be used. The joist is fixed to a hard joist formed of a wood material or a metal material and a wet heat-adhesive fiber, and has a fiber adhesion rate of 3 to 85% and an apparent density of 0.07 to 0.35 g / It may be a laminate including a soft joist formed with a non-woven fiber structure having cm ³ . In the sound insulating floor structure of the present invention, a hard layer and a damping layer may be sequentially laminated on the intermediate layer.

In the present invention, a plurality of joists arranged in parallel with a space between the floor base material and the floor finish layer arranged on the horizontal member and these joists are alternately arranged. A sound insulation floor structure in which an intermediate layer formed with a buffer layer is interposed,
As the buffer layer, including a buffer material and compressing the layer to be compressed having a thickness larger than the joist to the joist thickness,
A method is also included in which the horizontal member and the joists are arranged in parallel, and the joists are arranged so that the joists are positioned on the horizontal members to reduce floor impact sound. The floor impact sound may be a heavy floor impact sound.

  In the present specification, the joist means a rod-like, block-like or plate-like support material disposed under the floor in order to support a floor board such as a wooden board or floor finish material, It corresponds to a floor joist (horizontal material) or a member to be constructed on the floor base material. In order to further improve the sound insulation performance, the joist may have an elastic body or the like fixed to all or a part of the upper surface and / or the lower surface of the support material. When an elastic body or the like is fixed to the support material, the thickness of the joist means the total thickness including the elastic body or the like. Further, in this specification, for example, a bar-like, block-like or plate-like support material disposed on a concrete slab surface in an RC building or a floor base material in a wooden building is also used in the meaning of “jita”.

  A horizontal member is a horizontal member that spans under the floor as a framework of the floor structure, and means a rod-like, block-like or plate-like support material. The floor joist is equivalent to the horizontal member in the frame method and the beam is equivalent to the horizontal member in the joist-less method (the method of constructing the floor base directly on the beam) in the frame method.

  In the present invention, in the sound insulation floor structure including the intermediate layer in which the buffer layers compressed to the thickness of the joists and the joists are alternately arranged, the joists are arranged on the horizontal member, so that the structure is light and simple. In spite of this, it is possible to reduce the vibration (particularly the heavy floor impact sound) of the floor base material. In particular, the floor impact sound from the upper floor in a multi-storey building can be insulated in a wide frequency range including a low frequency range. Therefore, the performance is improved without using a lot of materials, so the floor components can be simplified, the construction cost can be reduced, and the finished thickness can be reduced. The degree can be secured. Further, the sinking of the floor material due to walking can be suppressed, a good walking feeling can be obtained, and the sound insulation performance of floor impact sound can be improved.

FIG. 1 is a schematic sectional view showing an example of a sound insulating floor structure of the present invention. FIG. 2 is a graph showing the relationship between the surface weight and the weight impact sound reduction amount in the sound insulation floor structures of the examples and comparative examples. FIG. 3 is a graph showing the relationship between the floor component thickness and the weight impact sound reduction amount in the sound insulation floor structures of the examples and comparative examples.

[Sound insulation floor structure]
Hereinafter, the sound insulation floor structure of the present invention will be described with reference to the drawings as necessary. FIG. 1 is a schematic sectional view showing an example of a sound insulating floor structure of the present invention. As shown in FIG. 1, the sound insulating floor structure of the present invention has an intermediate layer 3, a hard layer 7, a vibration damping layer 8, and a floor finishing material on a floor base material 2 disposed on a horizontal member 1. 9 is sequentially laminated. Further, the intermediate layer 3 is formed by a plurality of joists 4 arranged in parallel at intervals, and buffer layers 5 arranged alternately with the joists, and the joists and the buffer layers A space 6 is formed between them. FIG. 1 is a cross-sectional view in a direction perpendicular to the longitudinal direction of the horizontal member 1 and the joists 4.

(Horizontal material)
The sound insulating floor structure of the present invention can use various horizontal members depending on the type of building. The shape of the horizontal member may be a long shape that can be supported by a peripheral frame (post) under the floor of the room for forming the floor and can support the flat floor base material. The cross-sectional shape (cross-sectional shape perpendicular to the longitudinal direction) is not limited to the rectangular shape in FIG. 1, but from the viewpoint of workability and stability after installation, a shape having parallel sides facing each other is preferable. , Hollow or solid quadrangular shapes (square shape, rectangular shape, trapezoidal shape, etc.), I-shape, U-shape, and the like. Among these cross-sectional shapes, it is possible to prevent displacement during construction and to stably support the floor base material, and to concentrate vibration from the joist on the horizontal member (especially heavy floor impact sound to the horizontal member) From the viewpoint of being able to reduce by solid propagation, a solid and quadrangular cross-sectional shape (rectangular cross-sectional shape) such as a square shape or a rectangular shape is preferable.

  The width of the horizontal member is preferably larger than the joist from the viewpoint of easily reducing vibration from the joist, and can be appropriately selected according to the floor area, for example, 10 to 500 mm, preferably 30 to 300 mm, More preferably, it is about 50-200 mm (especially 100-150 mm). If the width of the horizontal member is too small, vibrations from the joists cannot be collected or absorbed without leakage, and sound insulation (especially sound insulation of heavy floor impact sound) cannot be improved.

  The thickness (height) of the horizontal member is, for example, about 10 to 500 mm, preferably about 50 to 400 mm, and more preferably about 100 to 350 mm (especially 150 to 300 mm). If the thickness of the horizontal member is too small, the vibration from the joist (especially heavy floor impact sound) cannot be sufficiently reduced, and if it is too large, the lightness is reduced.

  A plurality of horizontal members are usually arranged in parallel at intervals (particularly at equal intervals). The interval between adjacent horizontal members can be selected from the range of about 100 to 1500 mm depending on the type of building. In the wooden frame construction method (two-by-four method), it is arranged at intervals of about 455 mm, and the shaft assembly method (conventional method) ) Are generally arranged at intervals of about 910 mm.

  The material of the horizontal member may be either an inorganic material or an organic material.

  Examples of inorganic materials include metal materials (eg, aluminum, iron, stainless steel, steel, etc.), metal compound materials (eg, gypsum, calcium silicate, glass, etc.), and the like. These inorganic materials can be used alone or in combination of two or more. Of these inorganic materials, metal materials such as iron and aluminum are preferable.

  Examples of organic materials include wood materials (for example, solid wood, plywood (laminated wood board), laminated wood, wood fiber board (medium density fiber board MDF, particle board, oriented strand board, insulation board, etc.), etc. ], Hard fiber boards (heat-set needle felt, paper boards, etc.), synthetic resin materials (eg, polyethylene, polypropylene, polystyrene, polyvinyl chloride resin, polymethyl methacrylate, polyester, polycarbonate, polyamide, etc.) Can be mentioned. These organic materials can be used alone or in combination of two or more. Of these organic materials, a wood material is preferable because it can achieve both lightness and strength.

  Of these, wood materials such as solid wood and metal materials such as iron are widely used, and wood materials having both lightness and strength are preferred.

(Floor base material)
The sound-insulating floor structure of the present invention can use various types of floor base materials that are widely used depending on the type of building. The floor base material may be, for example, a concrete slab or lightweight foamed concrete in a reinforced concrete building, or a wooden floor used in a general wooden house. Among these, a wooden floor is preferable from the viewpoint of achieving both lightness and strength.

  Further, the floor base material is not limited to the structure shown in FIG. 1, and on a concrete slab or a wooden floor, a tatami floor, a plastic board, a plywood, a wooden board, a paper, a woven or non-woven sheet, an inorganic board (gypsum) Board, a calcium silicate board etc.), a metal board, etc. may be laminated | stacked. For example, gypsum board may be laminated in consideration of fire resistance, but from the viewpoint of simplicity of floor structure and efficient sound insulation, a damping layer is arranged on the upper part of the intermediate layer, and wooden floor A structure in which an intermediate layer is directly laminated on a floor base material such as is preferable.

  The thickness of the floor base material can be selected according to the construction method of the floor structure and is not particularly limited, but is, for example, about 5 to 50 mm, preferably about 10 to 40 mm, and more preferably about 15 to 30 mm.

(Jota)
The joist is a long rod-shaped member, and is disposed in the intermediate layer to form a buffer layer for improving sound insulation. That is, as shown in FIG. 1, the joists 4 having a quadrangular cross section are arranged in parallel on the floor base material 2 at intervals and alternately with the buffer layers 5.

  Furthermore, in the present invention, as shown in FIG. 1, the joists 4 are arranged in parallel to the horizontal member 1 and are arranged so that the joists are positioned on the horizontal members. In the sound insulating floor structure of the present invention, the joist that easily propagates vibration (particularly heavy floor impact sound) in the solid layer is disposed on the horizontal member, so that it is aggregated or absorbed by the joist. The vibration can propagate to the horizontal member having a large weight and volume, and the vibration can be reduced efficiently.

  The width of the joist may be larger than the width of the horizontal member. However, since the space of the buffer layer can be secured and the heavy floor impact sound can be solidly transmitted to the horizontal member without leaking, The width ratio (width ratio between each horizontal member and each joist) is as follows: horizontal member / joist = 1/1 to 5/1, preferably 1.1 / 1 to 4/1, more preferably 1.2. / 1 to 3/1 (especially 1.5 / 1 to 2.5 / 1). If the joist width is too large, the space of the buffer layer will be reduced, the sound insulation performance of light floor impact sound will be reduced, and the heavy floor impact sound will be solidly propagated to the floor base material and the sound insulation performance of heavy floor impact sound will also be reduced To do. On the other hand, when the width of the joist is too small, the strength for holding the intermediate layer is lowered, and the feeling of walking is lowered and fixing with a nail or the like becomes difficult.

  The width of the joist is, for example, about 10 to 100 mm, preferably about 20 to 90 mm, and more preferably about 30 to 75 mm.

  The joists are preferably arranged in parallel on the same axis as the horizontal member (arranged so that their axes coincide with each other) from the viewpoint that vibration can be efficiently reduced by the horizontal member. Furthermore, the joists may be arranged between the horizontal members as long as the effects of the present invention are not impaired, but it is preferable to arrange all the joists on the horizontal members.

  The thickness of the joist is, for example, about 5 to 20 mm, preferably about 6 to 18 mm, and more preferably about 7 to 15 mm (particularly 8 to 12 mm). If the thickness of the joist is too small, the sound insulation performance is lowered. If the thickness is too large, the thickness of the floor structure is increased, and the degree of freedom in design is lowered.

  The joist preferably occupies a predetermined area in the floor area in order to improve the sound insulation by the buffer layer (and the space), and is 3 to 50%, preferably 5 to 40% with respect to the entire floor area. Preferably, it is about 10 to 30% (particularly 15 to 20%).

  The cross-sectional shape of the joist perpendicular to the longitudinal direction is preferably a shape having parallel sides opposite to each other from the viewpoint of workability and stability after installation. For example, a square shape (square shape, rectangular shape, trapezoidal shape, etc.) ) Etc. By using a rod joist with a square cross section such as a square shape or a rectangular shape, it is easy to estimate the position when fixing after covering with a wooden board material or floor finish material, preventing displacement during construction, Construction becomes easy.

  The material of the joists may be either an organic material or an inorganic material exemplified in the section of the horizontal member, but a wooden material is preferable from the viewpoint of holding strength of a fixing tool (such as a nail) for fixing a floor finish material or the like. . Examples of the wood material include solid wood, laminated wood, laminated wood material, wood fiber material, and the like, but laminated wood material and wood fiber material are preferable from the viewpoint of holding power. As the joist, for example, a board material similar to a wood-based board material to be described later, for example, a plywood, a particle board, or an oriented strand board may be cut and used.

  Furthermore, for the purpose of preventing transmission of vibration from the joist, the joist is organic on all or a part of the upper surface and / or the lower surface of the hard joist portion formed of a wood material or a metal material (particularly wood material). A soft joist part formed of a material (for example, an elastic material such as an anti-vibration rubber) or a fiber material (for example, a buffer material described in the section of a buffer layer described later) may be laminated, for example, As shown in FIG. 1, it is a laminate of a hard joist 4a made of a wood material and a soft joist 4b made of a non-woven fiber structure to which fibers are fixed by fusion of wet heat adhesive fibers. May be.

As the material of the soft joist, a cushioning material such as a non-woven fiber structure in which fibers are fixed by fusion of wet heat adhesive fibers is preferable from the viewpoint that sound insulation can be improved and walking feeling can be improved. Among the nonwoven fiber structures, a relatively high-strength nonwoven fiber structure is particularly preferable from the viewpoint that subsidence can be suppressed. Specifically, the high-strength nonwoven fiber structure has an apparent density of, for example, 0.05 to 0.4 g / cm ³ , preferably 0.07 to 0.35 g / cm ³ , and more preferably 0.1. It may be about 0.3 g / cm ³ . Furthermore, the fiber adhesion rate described later may be, for example, about 30 to 85%, preferably about 40 to 80%, and more preferably about 50 to 75%.

  When the joist is a laminate including a soft joist and a hard joist, the thickness ratio of the two parts (the total thickness ratio when a plurality of joists are formed) is, for example, soft joist / hard The joist part = 5/1 to 1/10, preferably 3/1 to 1/5, more preferably 1/1 to 1/3 (particularly 1 / 1.5 to 1 / 2.5). If the thickness of the soft joist is too large, the strength to hold the intermediate layer will be reduced, the feeling of walking will be reduced, the rigidity of the floor structure will be reduced, and the floor will be squeezed easily, and if it is too small, the sound insulation and walking feeling will be reduced. Cannot be improved.

(Buffer layer)
In the floor structure, the buffer layer is arranged to improve the vibration resistance of the floor impact sound, includes a compressible buffer material, and is configured by a plate-like or sheet-like material having elasticity and shock absorption. If it is, it is not particularly limited, but a layer obtained by compressing the layer to be compressed to the thickness of the joist by being sandwiched between upper and lower layers (for example, a floor base material and a hard layer) is used. In the present invention, by forming the sound insulation floor structure as a buffer layer in a state where the layer to be compressed is compressed, the floor impact (especially light floor impact sound) is excellent in absorbability, so that the occurrence of impact can be effectively suppressed. , The propagation to the lower floor can be reduced, and the living comfort of the lower floor can be improved. Furthermore, the strength and stability of the floor structure can be increased.

  The width of the buffer layer can be selected in accordance with the interval between adjacent joists, and the width ratio between the buffer layer and joists (the width ratio between each buffer layer and each joists) is, for example, buffer layer / josh = 1/1 -50/1, preferably 2/1 to 30/1, more preferably 3/1 to 10/1 (particularly 4/1 to 8/1). When the width of the buffer layer is too large, the width of the joist is reduced, so that the strength for holding the intermediate layer is lowered and the feeling of walking is also lowered. On the other hand, if it is too small, the feeling of walking is lowered and the sound insulation is also lowered.

  The width of the buffer layer can be selected from about 10 to 1000 mm, depending on the construction method of the building part, for example, 30 to 900 mm, preferably 50 to 800 mm, and more preferably about 100 to 500 mm. The width of the buffer layer may be selected from this range, and the width may be changed between the joists, but is usually formed with the same width between the joists.

  The buffer layer is, for example, 0.95 times or less, preferably 0.5 to 0.95 times, more preferably 0.6 to 0.9 times (particularly, the thickness before compression (thickness of the layer to be compressed). It may be compressed to a thickness of about 0.7 to 0.8 times.

  That is, the thickness of the layer to be compressed (buffer layer before compression) is 1.05 times or more with respect to the thickness of the joist, for example, 1.05 to 3 times, preferably 1.1 to 2 times, and more preferably. May be about 1.2 to 1.5 times (particularly 1.3 to 1.4 times). When the layer to be compressed is composed of a buffer portion and a non-buffer portion, which will be described later, the thickness of the buffer portion before compression is 1.05 times or more the thickness obtained by subtracting the thickness of the non-buffer portion from the thickness of the joist. For example, it is about 1.05 to 5 times, preferably 1.1 to 4 times, and more preferably about 1.3 to 3 times (particularly 1.5 to 2 times).

  The thickness of the buffer layer (compressed layer) before compression is preferably 3 mm or more in order to express the sound insulation performance of the floor impact sound, the floor strength can be secured, and sinking during walking can be suppressed. From the point which is excellent also in buffer property, workability, and economical efficiency, it may be about 3-60 mm, preferably 5-50 mm, more preferably 6-30 mm (especially 8-20 mm), for example. The thickness of the buffer layer after compression may be, for example, about 3 to 50 mm, preferably 4 to 40 mm, more preferably about 5 to 30 mm (particularly 6 to 20 mm).

  Examples of compressible cushioning materials include plastic foams (for example, foamed styrene, foamed urethane, foamed polyolefin, etc.), rubber or elastomer, and fiber structures (structures composed of woven or knitted fabrics, nonwoven fabrics, etc.). it can. Of these, non-woven fiber structures are preferred because they can effectively suppress the occurrence of impacts and improve the sound absorption of high-frequency sound waves (lightweight floor impact sound), and sound insulation and strength (suppression of subsidence) In particular, a structure including a wet heat adhesive fiber and having the fiber fixed by fusion of the wet heat adhesive fiber is particularly preferable. In the present invention, a structure in which fibers are fixed by fusion of wet heat adhesive fibers is bonded uniformly in the thickness direction in order to bond using high-temperature (superheated or heated) water vapor, and the fiber structure is High strength can be secured while holding.

In this nonwoven fiber structure, the wet heat adhesive fiber is composed of at least a wet heat adhesive resin. The wet heat adhesive resin only needs to be able to flow or easily deform at a temperature that can be easily realized by high-temperature steam and to exhibit an adhesive function. Specifically, a thermoplastic resin that is softened with hot water (for example, about 80 to 120 ° C., particularly about 95 to 100 ° C.) and can be self-adhered or bonded to other fibers is used, such as ethylene and propylene. A vinyl alcohol polymer containing an α-C _2-10 olefin unit, particularly an ethylene-vinyl alcohol copolymer is preferably used.

  In the ethylene-vinyl alcohol copolymer, the ethylene unit content (copolymerization ratio) is, for example, 5 to 65 mol% (for example, 10 to 65 mol%), preferably 20 to 55 mol%, and more preferably. It is about 30-50 mol%. The saponification degree of the vinyl alcohol unit in the ethylene-vinyl alcohol copolymer is, for example, about 90 to 99.99 mol%, preferably 95 to 99.98 mol%, more preferably 96 to 99.97 mol. %. Although the viscosity average degree of polymerization of an ethylene-vinyl alcohol-type copolymer can be selected as needed, it is 200-2500, for example, Preferably it is 300-2000, More preferably, it is about 400-1500.

  The cross-sectional shape (cross-sectional shape perpendicular to the longitudinal direction of the fiber) of wet heat adhesive fibers is limited to general solid cross-sectional shapes such as round cross-sections and irregular cross-sections (flat, elliptical, polygonal, etc.) It may not be a hollow cross section. The wet heat adhesive fiber may be a composite fiber composed of a plurality of resins including at least a wet heat adhesive resin. The composite fiber only needs to have a wet heat adhesive resin on at least a part of the fiber surface, but it is preferable to have a wet heat adhesive resin continuous in the length direction on the fiber surface from the viewpoint of adhesiveness. The coverage of the wet heat adhesive resin is, for example, 50% or more, preferably 80% or more, and more preferably 90% or more.

  Examples of the cross-sectional structure of the composite fiber in which the wet heat adhesive resin occupies the surface include a core-sheath type, a sea-island type, a side-by-side type, a multi-layer bonding type, a radial bonding type, and a random composite type. Among these cross-sectional structures, a core-sheath structure in which the wet heat adhesive resin covers the entire surface of the fiber (that is, the sheath portion is made of the wet heat adhesive resin because it is a structure with high adhesiveness. A core-sheath structure) is preferred. The core-sheath structure may be a fiber in which a wet heat adhesive resin is coated on the surface of a fiber composed of another fiber-forming polymer.

  In the case of a composite fiber, wet heat adhesive resins may be combined with each other, but may be combined with non-wet heat adhesive resins. Non-wet heat adhesive resins include water-insoluble or hydrophobic resins such as polyolefin resins, (meth) acrylic resins, vinyl chloride resins, styrene resins, polyester resins, polyamide resins, polycarbonate resins, Examples include polyurethane resins and thermoplastic elastomers. These non-wet heat adhesive resins can be used alone or in combination of two or more.

  Among these non-wet heat adhesive resins, from the viewpoint of heat resistance and dimensional stability, resins having a melting point higher than that of wet heat adhesive resins (particularly ethylene-vinyl alcohol copolymers), such as polypropylene resins and polyester resins. Resins and polyamide resins, particularly polyester resins and polyamide resins are preferred from the standpoint of excellent balance between heat resistance and fiber-forming properties.

  In the case of a composite fiber composed of a wet heat adhesive resin and a non-wet heat adhesive resin (fiber-forming polymer), the ratio (mass ratio) of both can be selected according to the structure (for example, core-sheath structure). The wet heat adhesive resin is not particularly limited as long as it exists on the surface. For example, wet heat adhesive resin / non-wet heat adhesive resin = 90/10 to 10/90, preferably 80/20 to 15/85, more preferably It is about 60/40 to 20/80.

  The average fiber length of the wet heat adhesive fibers can be selected from a range of, for example, about 10 to 100 mm, preferably 20 to 80 mm, and more preferably about 25 to 75 mm.

  The crimp rate of the wet heat adhesive fiber is, for example, 1 to 50%, preferably 3 to 40%, and more preferably about 5 to 30%. The number of crimps is, for example, about 1 to 100 pieces / 25 mm, preferably about 5 to 50 pieces / 25 mm, and more preferably about 10 to 30 pieces / 25 mm.

  The nonwoven fiber structure may further contain non-wet heat adhesive fibers in addition to the wet heat adhesive fibers. Examples of non-wet heat adhesive fibers include cellulosic fibers (for example, rayon fiber, acetate fiber, etc.) in addition to fibers made of the non-wet heat adhesive resin constituting the composite fiber. These non-wet heat adhesive fibers can be used alone or in combination of two or more. These non-wet heat adhesive fibers can be selected according to the target properties, and when combined with semi-synthetic fibers such as rayon, a fiber structure having relatively high density and high mechanical properties can be obtained.

  The ratio (mass ratio) of the wet heat adhesive fiber and the non-wet heat adhesive fiber is determined according to the type and application of the panel, wet heat adhesive fiber / non-wet heat adhesive fiber = 100/0 to 20/80 (for example, 99 / 1 to 20/80), preferably 100/0 to 50/50 (for example, 95/5 to 50/50), more preferably about 100/0 to 70/30.

  The non-woven fiber structure containing wet heat adhesive fibers has a fiber adhesion rate of 3 to 85% (for example, 5 to 60%) of the fibers constituting the non-woven fiber structure by fusion of the wet heat adhesive fibers, preferably It is about 5 to 50% (for example, 6 to 40%), more preferably about 6 to 35% (particularly 8 to 30%). In this invention, since the fiber is adhere | attached in such a range, the freedom degree of each fiber is high and can express high sound insulation. Furthermore, in order to improve strength, the fiber adhesion rate may be, for example, about 10 to 85%, preferably 20 to 80%, and more preferably about 30 to 75%. The fiber adhesion rate can be measured by the method described in Examples described later, and indicates the ratio of the number of cross-sections of two or more fibers bonded to the number of cross-sections of all fibers in the non-woven fiber cross-section.

  The fibers that make up the non-woven fiber structure are bonded at the contact points of each fiber. This bonding point is uniform along the thickness direction, from the fiber structure surface to the inside (center) and back. Are preferably distributed. That is, in the cross section in the thickness direction of the fiber structure, it is preferable that the fiber adhesion rate in each region divided into three equal parts in the thickness direction is in the above range. Furthermore, the ratio of the minimum value to the maximum value of the fiber adhesion rate in each region (minimum value / maximum value) (the ratio of the minimum region to the region with the maximum fiber adhesion rate) is, for example, 50% or more (for example, 50 to 100%), preferably 55 to 99%, more preferably 60 to 98% (especially 70 to 97%).

  The average fineness of the fibers constituting the nonwoven fiber structure can be selected, for example, from the range of about 0.01 to 100 dtex, preferably 0.1 to 50 dtex, more preferably 0.5 to 30 dtex ( In particular, it is about 1 to 10 dtex).

The apparent density of the non-woven fiber structure is, for example, 0.03 to 0.2 g / cm ³ (for example, 0.03 to 0.15 g / cm ³ ), preferably 0.04 to 0.18 g / cm ³ , More preferably, it is about 0.05 to 0.15 g / cm ³ (particularly 0.05 to 0.1 g / cm ³ ). When the joist includes a non-woven fiber structure, for example, the apparent density is preferably smaller than the apparent density of the non-woven fiber structure forming the joist, for example, 0.03 to 1 g / cm ³ , preferably 0. It may be about 0.04 to 0.09 g / cm ³ , more preferably about 0.05 to 0.08 g / cm ³ . If the apparent density is too low, the sound insulation is improved, but the feeling of walking is lowered due to the decrease in hardness, and conversely if it is too high, the sound insulation is lowered.

The basis weight of the nonwoven fiber structure can be selected, for example, from a range of about 50 to 10,000 g / m ² , preferably 100 to 5000 g / m ² , more preferably 200 to 3000 g / m ² (particularly 300 to 2000 g / m ^2). )

  Nonwoven fiber structures (or fibers) can be further added with conventional additives such as stabilizers (heat stabilizers such as copper compounds, UV absorbers, light stabilizers, antioxidants, etc.), dispersants, thickeners. Agents, fine particles, colorants, antistatic agents, flame retardants, plasticizers, lubricants, crystallization rate retarders, lubricants, antibacterial agents, insect and acaricides, fungicides, matting agents, heat storage agents, fragrances, fluorescence It may contain a brightening agent, a wetting agent, and the like.

  The non-woven fiber structure containing wet heat adhesive fibers is about 70 to 150 ° C. (especially 80 to 120 ° C.) with respect to a web (for example, semi-random web, parallel web, etc.) obtained using staple fibers. Is obtained by a method of injecting the high-temperature water vapor at a pressure of about 0.1 to 2 MPa (particularly preferably 0.2 to 1.5 MPa). The detailed production method is described in International Publication WO2007 / 116676. Manufacturing methods are available.

  The buffer layer may be a combination of a buffer part formed of a buffer material and a non-buffer part formed of another hard material in order to further improve the sound insulation (particularly the sound insulation of light floor impact sound). Well, for example, as shown in FIG. 1, it is formed of a cushioning material such as the non-woven fiber structure, and is formed of a compressed cushioning portion 5a and a damping material exemplified in the section of a damping layer described later. Alternatively, it may be a laminate with the non-buffer part 5b.

  The material of the non-buffering portion is not limited to the vibration damping material, and organic materials and inorganic materials exemplified in the section of the horizontal member can be used. Depending on the application, for example, functionality such as heat insulation is required. Wood board materials, such as insulation boards, can be used, but it is possible to improve the sound insulation of floor impact sound (especially heavy floor impact sound) by reducing the vibration from the floor impact source by the damping effect Damping materials are preferred.

  When the buffer layer is a laminate including a buffer part (thickness after compression) and a non-buffer part, the thickness ratio of both parts (the total thickness ratio when a plurality of buffer parts or non-buffer parts are formed) ), For example, buffer / non-buffer = 20/1 to 1/2, preferably 10/1 to 1/1, more preferably 8/1 to 2/1 (especially 7/1 to 3/1). Degree. If the thickness of the non-buffering portion is too large, the sound insulation property of the lightweight floor impact sound is lowered, and if it is too small, the effect of the sound insulation property of the heavy floor impact sound is reduced.

  In addition, when a buffer material composed of a nonwoven fiber structure is fixed to a floor base material, a hard layer, or a non-buffer part using an adhesive or an adhesive, the adhesive or the adhesive penetrates into the nonwoven fiber structure. In order to reduce the buffering effect, it is possible to prevent the penetration of the adhesive or pressure-sensitive adhesive by laminating a sheet material such as a film or non-woven fabric on the surface and / or the back surface of the nonwoven fiber structure. Good.

(Space part)
In the intermediate layer, even if a space portion 6 is formed between the joist 4 and the buffer layer 5 as shown in FIG. 1 in order to further improve the sound absorption of high-frequency sound waves (light floor impact sound). Good. In the intermediate layer, a space portion is not necessarily required, and the buffer layer may be disposed in the entire space between the joists, or the space portion may be partially disposed between the joists and the buffer layer. It is preferable to form a space portion between all joists and the buffer layer from the viewpoint of highly improving the sound insulation of the lightweight floor impact sound.

  When forming the space portion, the width ratio between the buffer layer and the space portion (width ratio between each buffer layer and each space portion) is, for example, buffer layer / space portion = 1/2 to 50/1, preferably 1. / 1 to 30/1, more preferably about 3/1 to 20/1 (particularly 4/1 to 10/1). If the width of the space portion is too large, the strength for holding the intermediate layer is lowered, the subsidence cannot be suppressed, and the feeling of walking is lowered. On the other hand, when too small, the effect which improves the sound-insulating property of a lightweight floor impact sound will become small.

  The width of the space may be selected from the above range, and the width may be changed between the joists, but is usually formed with the same width between the joists.

(Hard layer)
The hard layer may be any of an inorganic material and an organic material which are disposed in the sound insulation floor structure to provide mechanical strength and are exemplified in the section of the horizontal member. Further, it may be a combination of an inorganic material and an organic material, for example, a composite or laminated surface material of inorganic and organic materials such as a vinyl chloride steel plate (polyvinyl chloride coated metal plate). Good. Moreover, the inorganic material which coat | covered all or one part of the surface with the elastic layer may be sufficient.

  Of these, hard board materials, such as wooden boards, inorganic boards (gypsum boards, calcium silicate boards, etc.), plastic boards (plastic boards such as acrylic boards, hard plastic foams, etc.), hard fiber sheets (paper) A board made of wood, heat-set needle felt, etc.) are used, and a wood-based board material is usually used from the viewpoint of excellent lightness and workability. The wood-based board material is not particularly limited as long as it is a plate-like or sheet-like wood material. For example, solid wood, plywood (laminated wood board), wood fiber board (MDF, particle board, oriented strand board, insulation) For example. Of these, structural plywood, particle board, oriented strand board, and the like are preferable because they have a high force to hold the nail from the floor finish. The wood board material is usually used in combination with a plurality of board materials. Since the abutting portion (that is, the joint portion) in the surface direction of the adjacent board material is weak in strength, it is preferable to arrange the abutting portion so as to be positioned on the joist described later.

  The thickness of the hard layer is, for example, about 5 to 20 mm, preferably about 8 to 18 mm, and more preferably about 9 to 15 mm.

  The hard layer is not necessarily required. For example, without using the hard layer, a damping layer described later may be laminated alone on the buffer layer to compress the buffer layer. Further, the stacking order is not particularly limited, and a hard layer may be disposed on the damping layer, and a hard layer may be interposed between the floor base material and the buffer layer. In view of simplification, it is preferable to form at least the upper layer of the buffer layer.

(Vibration control layer)
The damping layer is arranged to further improve the sound insulation performance of the floor impact sound by reducing the vibration from the floor impact source by the damping effect, and particularly if the floor impact sound in a wide frequency range can be insulated. Although not limited, a damping material having a high density and a high specific gravity is used.

As the damping material, a mixture of a binder component and a filler is usually used. Examples of the binder component include bituminous substances such as asphalt, synthetic resins, rubbers, and elastomers. In order for the binder component to exhibit a damping effect, it is usually preferable that the mass per unit area is 4 kg / m ² or more. From the viewpoint of having such a high specific gravity, the binder component contains asphalt. Is preferred. The asphalt is not particularly limited, and general asphalt, for example, petroleum asphalt such as natural asphalt, straight asphalt, blown asphalt, and the like can be used. These asphalts can be used alone or in combination of two or more.

  Further, the binder component may contain a soft resin or an elastomer component in addition to asphalt in order to impart flexibility to the vibration damping material. Examples of the soft resin or elastomer component include polyolefin, vinyl polymer (polyvinyl chloride, ethylene-vinyl acetate copolymer, ethylene-vinyl alcohol copolymer, ethylene-acrylic acid copolymer, ethylene-methyl acrylate). Copolymer, ethylene-ethyl acrylate copolymer, etc.), polyamide, polyester, synthetic rubber (polybutadiene, polyisoprene, styrene-butadiene copolymer, etc.), natural rubber, rosin resin (natural rosin, modified rosin, etc.) Etc. These soft resins or elastomer components can be used alone or in combination of two or more. Of these soft resins or elastomer components, styrene-diene copolymers such as styrene-butadiene block copolymers are preferred.

  In the damping material containing asphalt, the ratio of the soft resin or elastomer component is, for example, 0 to 100 parts by weight, preferably 1 to 80 parts by weight, and more preferably about 3 to 50 parts by weight with respect to 100 parts by weight of asphalt. It is.

  The filler may be an organic filler, but is preferably an inorganic filler from the viewpoint of high specific gravity. Examples of the inorganic filler include metal particles (powder) such as iron, copper, tin, zinc, nickel, and stainless steel, iron oxide, iron sesquioxide, iron tetroxide, ferrite, tin oxide, zinc oxide, zinc white, Metal oxide particles such as copper oxide, aluminum oxide, metal salt particles such as barium sulfate, calcium sulfate, aluminum sulfate, calcium sulfite, calcium carbonate, calcium bicarbonate, barium carbonate, magnesium hydroxide, steelmaking slag, mica, clay, Examples include mineral particles such as talc, wollastonite, diatomaceous earth, silica sand, and pumice powder.

  These inorganic fillers can be used alone or in combination of two or more. Among these inorganic fillers, iron particles, various iron oxide particles, steelmaking slag particles, (heavy) calcium carbonate particles and the like are preferable.

  Examples of the shape of the inorganic filler include a particle shape or a powder shape, an indefinite shape, and a fiber shape, but a particle shape or a powder shape is preferable. The average particle size of the inorganic filler is, for example, about 0.5 mm or less (for example, 0.01 to 0.5 mm), preferably about 0.2 mm or less (for example, 0.05 to 0.2 mm). Use of such a finely divided inorganic filler improves molding processability when producing a vibration damping material and allows a large amount of inorganic filler to be uniformly dispersed and blended in the asphalt base material. The surface density and thermal stability of the vibration material can be improved.

The proportion of the inorganic filler is, for example, about 100 to 2000 parts by weight, preferably 200 to 1800 parts by weight, and more preferably about 300 to 1500 parts by weight with respect to 100 parts by weight of asphalt. If the proportion of the inorganic filler is too small, the vibration-damping and sound-insulating effect is lowered. Conversely, if the amount is too large, the whole becomes brittle and difficult to mold, and workability is lowered. The areal density of the damping material is preferably adjusted to be 4.0 kg / ^{m 2} or more (in particular 8.0 kg / ^{m 2} or higher).

  The damping material is not particularly limited, and can be obtained by a method in which a binder component and an inorganic filler are mixed by heating and formed into a plate shape. When blending a soft resin or an elastomer component, an inorganic filler may be added to a mixture in which asphalt and a soft resin or an elastomer component are mixed in advance.

  The shape of the vibration damping material is preferably a plate-like or sheet-like material from the viewpoint of workability or the like, but may be, for example, an irregular shaped damping material such as a semi-solid material.

  The thickness of the damping layer is, for example, about 1 to 20 mm, preferably 3 to 15 mm, more preferably about 4 to 12 mm (particularly 5 to 10 mm). The specific gravity of the damping layer is, for example, about 2.2 to 3.6, preferably 2.3 to 3.5, and more preferably about 2.5 to 3.4.

  The damping layer is not necessarily required. For example, a floor finishing layer described later may be laminated on the hard layer without using the damping layer. Further, the stacking order is not particularly limited, and may be interposed between the floor base material and the buffer layer, but is preferably interposed between the buffer layer and the floor finish layer from the viewpoint of improving sound insulation. .

  The damping layer may be a damping layer included in a damping wood board integrated with the hard layer.

(Floor finish layer)
As the floor finishing layer, a conventional floor finishing material, for example, a conventional floor finishing material used for floor finishing, flooring, soft finishing and the like can be used depending on the type of room.

  Examples of the floor finish material for flooring include tatami mats, carpets, rugs, rug mats, and carpets. Flooring materials for flooring include flooring materials such as muk-wood floor finishing materials and plywood floor finishing materials. Soft finish flooring materials include cork boards, soft plastic boards and the like. The soft plastic plate may be a plastic sheet (cushion floor) having a foam layer.

  Among these floor finishing materials, when a cork board, a soft plastic board, a carpet, and a tatami mat are used, the sound insulation performance of lightweight impact sound is further improved by the buffering effect of the surface.

  The thickness of the floor finish layer can be selected according to the type. For example, the thickness of the flooring material may be, for example, 2 to 20 mm, preferably 3 to 15 mm, more preferably about 5 to 15 mm. The thickness of the material may be, for example, about 1 to 20 mm, preferably 1.5 to 10 mm, and more preferably about 2 to 8 mm.

[Construction or manufacturing method of sound insulation floor structure]
The sound-insulating floor structure of the present invention can be constructed by sequentially laminating a joist, a buffer layer, a hard layer, a vibration damping layer, a floor finishing layer, and the like on the floor base material according to the layer structure.

  As described above, the joist is disposed on the floor base material so as to be positioned on the horizontal member. Examples of the fixing method of the joist include a method using an adhesive or a pressure-sensitive adhesive, a method using a fixing tool, and the like. The adhesive or pressure-sensitive adhesive can be selected from conventional adhesives or pressure-sensitive adhesives depending on the joist material. Adhesives include natural polymer adhesives such as starch and casein, vinyl adhesives such as polyvinyl acetate and ethylene-vinyl acetate copolymer, acrylic adhesives, polyester adhesives, polyamide adhesives, etc. And other thermoplastic resin adhesives, and thermosetting resin adhesives such as epoxy resins. Examples of the adhesive include thermoplastic resin adhesives such as rubber adhesives and acrylic adhesives. Examples of the fixture include engaging means such as a nail, a screw, a nail, a staple, and a needle, an adhesive tape, and a hook-and-loop fastener. Of these methods, a method using a fixing tool such as a nail is generally used.

  When the joist is a laminate of hard joists and soft joists, the hard joists and soft joists may be fixed with the adhesive or the adhesive.

  A layer to be compressed is spread between the joists of the intermediate layer in which the joists are disposed. In that case, after apply | coating the said adhesive agent or an adhesive previously on a floor | substrate base material, you may spread | lay a to-be-compressed layer, You may fix with the said fixing tool etc. after spreading to-be-compressed layer. Furthermore, as the layer to be compressed, a non-buffer portion formed of a damping material or the like together with the buffer material may be inserted on the upper surface side or the lower surface side of the buffer material. The buffer part and the non-buffer part may be fixed with an adhesive or a pressure-sensitive adhesive. By fixing with the adhesive, the rigidity of the floor itself can be improved and the sound insulation performance of the floor impact sound can be improved. The layer to be compressed may be disposed between adjacent joists, and may be disposed adjacent to the joists alternately without a gap, but may be spread by forming an appropriate gap.

  Next, a hard layer is laminated on the joists and the layer to be compressed. By laminating the hard layer so as to come into contact with the joists, the layer to be compressed is compressed by being sandwiched between the floor base material and the hard layer, and a buffer layer compressed to the thickness of the joists is formed. The hard layer normally uses a plurality of wood board materials, but it is preferable to arrange joists at the abutting portions of the wood board materials (joint portions of adjacent wood board materials). When joists are arranged at the butt portion of the wooden board material, the stability of the hard layer is improved, and sinking due to the load at the butt portion of the wooden board material can be suppressed. Further, the butt portion of the wooden board material may be in close contact, and a gap of about 1 to 20 mm (particularly 5 to 15 mm) may be opened in consideration of expansion and contraction due to temperature and humidity of the wooden board.

  Furthermore, a damping layer is laminated on the hard layer. The hard layer and the vibration damping layer may also be fixed with an adhesive or an adhesive. By fixing with an adhesive, the rigidity of the floor itself can be improved and the sound insulation performance of the floor impact sound can be improved.

  Finally, a floor finish is disposed on the damping layer to form a floor finish layer. As a method for fixing the vibration damping layer and the floor finish layer, the above-described method using the adhesive (or pressure-sensitive adhesive) or the fixture can be used, but an engaging means such as a nail, a staple, or a nail may be used. These engaging means preferably use engaging means having a length that does not reach the buffer layer from the viewpoint of improving sound insulation. For example, when the floor finish is flooring, nails called floor nails are usually used as engaging means, but when the floor nails reach the buffer layer or floor base material, sound insulation performance of the floor impact sound by the sound bridge May decrease. Therefore, when the joist is a material having a nail holding force (woody material or the like), it may be integrated from the floor finish layer to the joist by an engaging means such as a floor nail. When integrated from the floor finishing layer to the joist, the rigidity of the floor itself is improved, and not only the sound insulation performance of the floor impact sound is improved, but also the walking feeling is improved.

  When constructing floor heating, a floor heating panel or the like may be installed directly under the floor finishing material. In addition, when the damping material is used, it is preferable to install a wooden panel or a panel having heat insulation on the damping material.

  In addition, the sound insulation floor structure of this invention is not limited only to the aspect constructed | assembled in the whole surface of a room, You may construct in a part of room. For example, with respect to a room on which a heavy object such as a piano is placed, an aspect in which the joist is spread over substantially the entire surface of the part on which the heavy object is placed, and an aspect in which the buffer layer is replaced with a wooden board with high load resistance For example, the strength may be partially secured.

  EXAMPLES Hereinafter, the present invention will be described more specifically with reference to examples. However, the present invention is not limited to these examples. Each physical property value in the examples was measured by the following method. In the examples, “parts” and “%” are based on mass unless otherwise specified.

(1) Weight per unit (g / m ² )
Measured according to JIS L1913 “Testing method for general short fiber nonwoven fabric”.

(2) Thickness (mm), apparent density (g / cm ³ )
The thickness was measured according to JISL 1913 “Test method for general short fiber nonwoven fabric”, and the apparent density was calculated from this value and the basis weight value.

(3) Fiber Adhesion Rate Using a scanning electron microscope (SEM), a photograph in which the cross section of the structure was magnified 100 times was taken. The photograph of the cross section in the thickness direction of the photographed structure is divided into three equal parts in the thickness direction, and the number of fiber cut surfaces (fiber end faces) that can be found in each of the three divided areas (front surface, inside (center), back surface) On the other hand, the ratio of the number of cut surfaces where the fibers are bonded to each other was determined. Of the total number of fiber cross sections that can be found in each region, the ratio of the number of cross sections in a state where two or more fibers are bonded is expressed as a percentage based on the following formula. In addition, in the part which fibers contact, there exists a part which is simply contacting, without melt | fusion, and a part which has adhere | attached by melt | fusion. However, by cutting the structure for microscopic photography, the fibers in contact with each other are separated from each other by the stress of each fiber on the cut surface of the structure. Therefore, in the cross-sectional photograph, it can be determined that the contacting fibers are bonded to each other.

Fiber adhesion rate (%) = (number of cross sections of fibers bonded two or more) / (total number of cross sections of fibers) × 100
However, for each photograph, all the fibers with visible cross sections were counted, and when the number of fiber cross sections was 100 or less, a photograph to be observed was added so that the total fiber cross section number exceeded 100. In addition, the fiber adhesion rate was calculated | required about each area | region divided into three equally, and the ratio (minimum value / maximum value) of the minimum value with respect to the maximum value was also calculated | required together.

(4) Sound insulation characteristics of floor impact sound JIS A 1418-1 “Measurement method of floor impact sound insulation performance of buildings—Part 1: Method using standard lightweight impact source” and JIS A 1418-2 “Building floor impact sound” The measurement was performed in accordance with “Measurement Method of Sound Isolation Performance—Part 2: Method Using Standard Weight Impact Source”. In addition, the measurement results were calculated based on JIS A 1419-2 “Evaluation method of barrier performance of buildings and building materials-Part 2: Floor impact noise isolation performance”, and only floor foundation was measured. The difference from the measured numerical value when constructed was compared as a reduction amount.

[Components used in Examples]
(Example 1 of production of cushioning material)
As a wet heat adhesive fiber, a core-sheath type composite staple fiber having a core component of polyethylene terephthalate and a sheath component of ethylene-vinyl alcohol copolymer (ethylene content 44 mol%, saponification degree 98.4 mol%) ) "Sophista", fineness 3dtex, fiber length 51mm, core-sheath mass ratio = 50/50, number of crimps 21 / 25mm, crimp rate 13.5%) was prepared.

Using this core-sheath type composite staple fiber, a card web having a basis weight of about 50 g / m ² was prepared by a card method, and six sheets of this web were stacked to form a card web having a total basis weight of about 300 g / m ² .

  The card web was transferred to a belt conveyor equipped with a 50 mesh, 500 mm wide stainless steel endless net. In addition, the belt conveyor which has the same metal mesh is equipped in the upper part of the metal mesh of this belt conveyor, and it rotated in the same direction at the same speed, respectively, and used the belt conveyor which can adjust the space | interval of these metal meshes arbitrarily. .

  Next, the steam web is introduced into the steam spraying device provided in the lower conveyor, and steam treatment is performed by ejecting high-temperature steam of 0.2 MPa from the device so as to pass in the thickness direction of the card web (perpendicularly). As a result, a molded body having a non-woven fiber structure was obtained. In this steam spraying device, a nozzle is installed in the lower conveyor so as to spray high-temperature steam toward the web via a conveyor net, and a suction device is installed in the upper conveyor. Further, another jetting device, which is a combination of the arrangement of the nozzle and the suction device reversed, is installed on the downstream side in the web traveling direction of the jetting device, and steam treatment is performed on both the front and back sides of the web. did.

  In addition, the hole diameter of the water vapor | steam injection nozzle was 0.3 mm, and the vapor | steam injection apparatus with which the nozzle was arranged in 1 row at 1 mm pitch along the width direction of the conveyor was used. The processing speed was 3 m / min, and the interval (distance) between the upper and lower conveyor belts on the nozzle side and the suction side was adjusted so that a structure with a thickness of 6 mm was obtained. The nozzles were arranged on the back side of the conveyor belt so as to be in contact with the belt.

The obtained non-woven fiber structure (molded body) had a board-like form. The apparent density was 0.05 g / cm ³ . Furthermore, the fiber adhesion rate was 11% on the front surface side, 10% on the center portion, and 10% on the back surface side. This nonwoven fiber structure was cut and used as the buffer material 1 (buffer part).

(Manufacturing example 2 of cushioning material)
In the production example 1 of the cushioning material, a non-woven fibrous structure having a thickness of 3 mm is obtained by using a card web having a total number of webs of about 450 g / m ² and adjusting the interval between the upper and lower conveyor belts. Manufactured. The apparent density was 0.15 g / cm ³ . Furthermore, the fiber adhesion rate was 73% on the front surface side, 70% on the center portion, and 74% on the back surface side. This nonwoven fiber structure was cut and used as a cushioning material 2 (hard joist).

Example 1
A structural plywood having a thickness of 15 mm is constructed on a horizontal member having a cross-sectional shape of 38 mm in width and 235 mm in thickness (2 × 10 materials) arranged at an interval of 455 mm, and a floor base material having a size of 3600 × 3600 mm (framework method) (Floor base material composed of).

As a joist, a joist having a buffer material 2 having a thickness of 3 mm and an apparent density of 0.15 g / cm ³ cut with a width of 50 mm and fixed with an adhesive on a structural plywood having a thickness of 9 mm cut with a width of 50 mm. This joist was arranged on the floor base material so that the cushioning material 2 became the upper surface. Further, the joists were placed on the horizontal member and arranged in parallel with the horizontal member at an interval of 455 mm.

  Next, between the joists, as a buffer layer, a buffer material 1 (buffer part) having a thickness of 6 mm and a vibration damping material having a thickness of 8 mm (specific gravity 2.8 formed by heating and mixing asphalt and iron-based inorganic powder into a plate shape). Sheet) (non-buffer part) was inserted in this order. A space was formed by providing a gap of 100 mm between the buffer layer and the joists.

  From the obtained intermediate layer, as a hard layer, a structural plywood having a thickness of 12 mm, and as a damping layer, a damping material having a thickness of 8 mm (asphalt and iron-based inorganic powder was heated and mixed to form a plate shape. A sheet having a specific gravity of 2.8) was disposed.

  Finally, a finished plywood (color floor) having a thickness of 12 mm was disposed on the vibration damping layer and fixed with a screw having a length of 38 mm.

Example 2
As a damping layer, a damping material having a thickness of 4 mm (a sheet having a specific gravity of 2.8 formed by heating and mixing asphalt and iron-based inorganic powder into a plate shape) is disposed in the same manner as in Example 1. A sound insulation floor structure was constructed.

Comparative Example 1
A sound insulation floor structure was constructed in the same manner as in Example 1 except that the joists were arranged at the center between the horizontal members.

Comparative Example 2
Between the floor base material and the intermediate layer, a damping material having a thickness of 8 mm (a sheet having a specific gravity of 2.8 formed by heating and mixing asphalt and iron-based inorganic powder) and a hard layer having a thickness of 9 mm A sound insulation floor structure was constructed in the same manner as in Example 2 except that a structural plywood was interposed and the joists were disposed in the center between the horizontal members.

Comparative Example 3
The vibration damping layer is arranged not between the hard layer and the floor finish layer, but between the floor base material and the intermediate layer, and a structural plywood with a thickness of 9 mm is used as the hard layer instead of the thickness of 12 mm. A sound insulation floor structure was constructed in the same manner as in Example 1 except that the sound insulation floor structure was disposed perpendicular to the frame.

Comparative Example 4
Implemented except that a 12.5 mm thick gypsum board ("Tiger Super Hard" manufactured by Yoshino Gypsum Co., Ltd.) is interposed between the hard layer and the damping layer, and the joists are placed perpendicular to the horizontal member. A sound insulation floor structure was constructed in the same manner as in Example 1.

Comparative Example 5
On the floor base material of Example 1, two 12.5 mm thick gypsum boards (“Tiger Super Hard” manufactured by Yoshino Gypsum Co., Ltd.), 8 mm thick vibration damping materials (asphalt and iron-based inorganic powder) The sheet of specific gravity 2.8 formed into a plate by heating and mixing is sequentially disposed, and the joist of the intermediate layer of Example 1 is disposed on the damping material in the direction orthogonal to the horizontal member. did. A finished plywood (color floor) having a thickness of 12 mm was disposed on the intermediate layer and fixed with a screw having a length of 38 mm.

Comparative Example 6
On the floor base material of Example 1, 12.5 mm thick gypsum board (“Tiger Super Hard” manufactured by Yoshino Gypsum Co., Ltd.) and 9 mm thick vibration damping material (asphalt and iron-based inorganic powder are mixed by heating. A sheet having a specific gravity of 2.8 formed into a plate shape), a structural plywood having a thickness of 9 mm, and a finished plywood having a thickness of 12 mm (color floor) were sequentially disposed, and then fixed with screws having a length of 38 mm.

  Table 1 shows the results of measuring the sound insulation characteristics of the floor impact sound for the sound insulation floor structures obtained in the examples and comparative examples.

  In Table 1, “the thickness of the floor constituent material” means the thickness of the floor structure excluding the horizontal member, the floor base material, and the floor finish material.

  As is apparent from the results in Table 1, the sound insulation floor structure of the example shows high sound insulation against heavy impact sound while maintaining sound insulation against light impact sound, whereas the sound insulation floor of the comparative example. The structure has low sound insulation against heavy impact sound.

  Moreover, the relationship between the surface weight of the sound insulation floor structure of an Example and a comparative example and sound insulation is graphed, and it shows in FIG. As is clear from FIG. 2, the floor structure of the example (Δ mark in the graph) has a higher sound insulation against the weight impact sound, although the surface weight is smaller than the floor structure of the comparative example. Show.

  Furthermore, the relationship between the thickness of the floor constituent material of the sound insulation floor structure of the example and the comparative example and the sound insulation property is graphed and shown in FIG. As is clear from FIG. 3, the floor structure of the example (Δ mark in the graph) shows high sound insulation against heavy impact sound, although the thickness is smaller than the floor structure of the comparative example. ing.

  The sound insulation floor structure of the present invention can be used for a floor structure of a building such as a condominium, a building, and a general house, and in particular, the second floor in a multi-storey building (multi-storey building) such as a condominium, a building, and a general house. It is useful as a floor structure in the above floors.

DESCRIPTION OF SYMBOLS 1 ... Horizontal member 2 ... Floor base material 3 ... Intermediate layer 4 ... joist 5 ... Buffer layer 6 ... Space part 7 ... Hard layer 8 ... Damping layer 9 ... Floor finish layer

Claims (10)

A plurality of joists arranged in parallel at intervals between the floor base material and the floor finishing layer arranged on the horizontal member, and buffer layers alternately arranged with the joists A sound insulation floor structure in which a formed intermediate layer is interposed,
The buffer layer includes a buffer material and is a layer obtained by compressing a layer to be compressed having a thickness larger than the joists up to the thickness of joists,
A sound insulating floor structure in which the horizontal member and the joists are arranged in parallel, and the joists are arranged so that the joists are positioned on the horizontal members.   The sound insulating floor structure according to claim 1, wherein the intermediate layer includes a space between the joist and the buffer layer.   The sound insulation floor structure according to claim 1 or 2, wherein a width ratio between the buffer layer and the joist is buffer layer / josh = 3/1 to 10/1.   The sound insulation floor structure according to claim 2 or 3, wherein a width ratio between the buffer layer and the space portion is buffer layer / space portion = 3/1 to 20/1.   The horizontal member and the joist include a wood material or a metal material, and the width ratio of the horizontal member and the joist is horizontal member / joist = 1/1 to 5/1. Sound insulation floor structure as described in 1. The buffer layer is formed of a non-woven fiber structure in which fibers are fixed by fusion of wet heat adhesive fibers, and has a fiber adhesion rate of ³ to 85% and an apparent density of 0.03 to 0.2 g / cm ³ and is compressed. The sound insulating floor structure according to any one of claims 1 to 5, wherein the sound insulating floor structure is a laminated body including a compressed layer formed and a non-compressed layer formed of a damping material. The joist is fixed with a hard joist part formed of a wood material or a metal material and a wet heat adhesive fiber, and has a fiber adhesion rate of 3 to 85% and an apparent density of 0.07 to 0.35 g / cm. The sound insulating floor structure according to claim 1, wherein the sound insulating floor structure is a laminated body including a soft joist formed by a non-woven fiber structure having ³ .   The sound insulating floor structure according to any one of claims 1 to 7, wherein a hard layer and a vibration damping layer are sequentially laminated on the intermediate layer. A plurality of joists arranged in parallel at intervals between the floor base material and the floor finishing layer arranged on the horizontal member, and buffer layers alternately arranged with the joists A sound insulation floor structure in which a formed intermediate layer is interposed,
As the buffer layer, including a buffer material and compressing the layer to be compressed having a thickness larger than the joist to the joist thickness,
A method of reducing floor impact sound by arranging the horizontal member and the joist in parallel and arranging the joist so that the joist is positioned on the horizontal member.   The method of claim 9, wherein the floor impact sound is a heavy floor impact sound.

Images