WO2018235620A1 - Floor structure and its use - Google Patents
Floor structure and its use Download PDFInfo
- Publication number
- WO2018235620A1 WO2018235620A1 PCT/JP2018/021874 JP2018021874W WO2018235620A1 WO 2018235620 A1 WO2018235620 A1 WO 2018235620A1 JP 2018021874 W JP2018021874 W JP 2018021874W WO 2018235620 A1 WO2018235620 A1 WO 2018235620A1
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- WIPO (PCT)
- Prior art keywords
- floor structure
- adhesive layer
- tile
- joint
- tiles
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
- E04B1/86—Sound-absorbing elements slab-shaped
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
- E04F15/20—Separately-laid insulating layers; Other additional insulating measures; Floating floors for sound insulation
Definitions
- the present invention relates to a floor structure, a floor structure unit, and a floor structure manufacturing method using a tile base that exhibits anti-vibration performance.
- a wet floating floor method is widely used, which is a method in which a vibration isolation material such as glass wool, rock wool, polyethylene foam, or a shock absorbing material is placed on a concrete slab and concrete is poured thereon.
- a shock absorber is disposed on a floor slab, and a floor portion is disposed on the shock absorber to support the load of the floor portion via the shock absorber.
- a floating floor structure is described.
- the said buffer body consists of synthetic resin foam A and synthetic resin foam B from which 5% strain compression strength differs.
- Patent Document 2 describes a sound insulation floor structure in which a fired tile in which a foamed synthetic resin material is laminated on the back surface is directly stuck on a floor slab surface via an adhesive such as mortar.
- Patent Document 3 discloses a floor panel comprising a laminate of a three-layer structure in which a floor base material, a vibration damping sound insulation sheet and a floor finish are laminated in this order, and at least one layer is bonded by an elastic adhesive. The floor panels being described are described.
- Japanese Patent Publication Japanese Patent Application Laid-Open No. 2003-138739
- Japanese Published Patent Publication Japanese Patent Publication "JP-A-58-69959”
- Japanese Patent Publication Japanese Patent Application Laid-Open No. 11-148185
- the wet floating floor construction method is a construction method in which concrete is poured in to form a floor structure after laying a damping material and a shock absorbing material, there is a problem that the construction period and cost increase.
- One aspect of the present invention is made in view of the above problems, and a floor structure, a floor structure unit, and a floor structure using a tile base which exhibits high anti-vibration performance while compressing the construction period and cost.
- the main purpose is to provide a manufacturing method.
- a floor structure is a floor structure in which a tile is laid on a concrete slab via a buffer material, and an adhesive layer, a buffer material, an elastic adhesive layer, And a plurality of tiles in order from the bottom, and the cushioning material is a plate made of foamed polyolefin having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more,
- the floor space is 900 cm 2 or less, and the joint between the plurality of tiles is a floor structure filled with a joint material having elasticity.
- a floor structure unit concerning one mode of the present invention is a floor structure unit for laying on a concrete slab, and a plurality of tiles, an elastic adhesive layer, and a shock absorbing material are put in order from the top
- the cushioning material is a foamed polyolefin board having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more and 900 cm 2 or less.
- the joint between the tiles is characterized in that it is filled with an elastic joint material.
- a manufacturing method of a floor structure concerning one mode of the present invention applies an adhesives on a concrete slab, and forms an adhesion layer forming process which forms an adhesion layer, and on the above-mentioned adhesion layer,
- a floor structure manufacturing method comprising a tile laying step of laying and a joint material forming step of forming a joint material by filling a joint between the tiles with a joint material having elasticity, wherein the buffer material is thick.
- the manufacturing method of the floor structure concerning one mode of the present invention applies the adhesive on the floor slab unit manufacturing process which manufactures a floor floor structure unit, and a concrete slab, and the above floor floor unit And a floor structure unit laying step of laying the floor structure unit, wherein the floor structure unit manufacturing step comprises applying an adhesive having elasticity to form an elastic adhesive layer on the buffer material.
- a plate made of foamed polyolefin having a thickness and a density (foaming magnification) defined on a concrete slab is adhered by an adhesive layer, and elastic adhesion having an elasticity defined thereon Tiles are laid through layers, and joints between multiple tiles are filled with a joint material that defines elasticity.
- a floor structure that can effectively reduce the impact noise generated when the heel of the shoe contacts the floor And a floor structure unit, and a manufacturing method of the floor structure can be provided.
- the structure is simple, the construction period and cost can be compressed as compared with a wet floating floor construction method (a construction method in which concrete is poured to form a floor structure).
- FIG. 8 is a schematic cross-sectional view of a floor structure according to Comparative Example 2.
- a layer made of a shock absorbing material and an elastic adhesive layer having both flexibility and elasticity are provided on a concrete slab, and the tile joint also has flexibility and elasticity.
- the joint material which combines with is used.
- FIGS. 1 and 2 are schematic cross-sectional views of a floor structure according to an embodiment of the present invention.
- a floor structure 1 is a floor structure in which a tile 12 is laid on a concrete slab 10 with a buffer material 11 interposed therebetween.
- a material 11, an elastic adhesive layer 21, and a plurality of tiles 12 are provided in order from the bottom, and joints between the plurality of tiles 12 are filled with a joint material 22 having elasticity.
- the floor structure 1 further includes other members such as a wire between the concrete slab 10 and the adhesive layer 20 and between the adhesive layer 20 and the buffer material 11 as long as the floor structure 1 includes the respective members in this order. However, it is more preferable that no other member is present.
- the floor structure 1 is configured to include only the elastic adhesive layer 21 or only the elastic adhesive layer 21 and the cushioning material 11 immediately below the tile 12.
- the concrete slab 10 is a floor plate made of concrete which is a base on which a floor structure such as an entrance of an apartment complex such as an apartment and an elevator hall is formed.
- the buffer material 11 is a tile base which exhibits anti-vibration performance, and is a plate made of foamed polyolefin and having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 .
- the thickness is more preferably 7 mm to 20 mm.
- the density is more preferably 20 kg / m 3 to 60 kg / m 3 , and further preferably 30 kg / m 3 to 45 kg / m 3 .
- the density can be easily changed by changing the expansion ratio of the expanded polyolefin.
- the foamed polyolefin plate examples include a foamed polypropylene plate, a foamed polyethylene plate and the like, but from the viewpoint of easy adhesion to the adhesive layer 20 even without surface treatment, It is preferable that it is a board made of polypropylene.
- the density of the plate made of the foamed polypropylene is more preferably 20 kg / m 3 to 60 kg / m 3 , still more preferably 30 kg / m 3 to 45 kg / m 3 .
- the bead foaming method for example, the bead foaming method, the extrusion foaming method, the normal pressure foaming method etc. are mentioned, The bead foaming method is more preferable. That is, the foamed polyolefin board is more preferably a beaded foamed polyolefin board.
- the cushioning material 11 has a displacement of 1 mm or less when a 50 kg load is applied to the area of one tile. Thereby, the feeling of walking on the floor at the time of walking can be secured.
- the cushioning material 11 more preferably has a dynamic spring constant of 5 ⁇ 10 7 N / m 2 ⁇ m to 100 ⁇ 10 7 N / m 2 ⁇ m, 10 ⁇ 10 7 N / m 2 ⁇ More preferably, m is 80 ⁇ 10 7 N / m 2 ⁇ m.
- the dynamic spring constant is 5 ⁇ 10 7 N / m 2 ⁇ m to 100 ⁇ 10 7 N / m 2 ⁇ m, the impact noise can be sufficiently reduced.
- the cushioning material 11 is processed into a shape corresponding to the shape of the concrete slab 10 to be laid, and is laid on the concrete slab 10 without a gap.
- the buffer material 11 may be a single sheet (single layer), or may be a laminate in which a plurality of sheets are stacked.
- adhesion layer 20 and / or elasticity may be performed on the surface of the board made of foamed polyolefin which is buffer material 11.
- surface treatment such as corona treatment or UV treatment may be performed on the surface of the board made of foamed polyolefin which is buffer material 11.
- Such asperities can be easily formed by forming asperities in a mold for manufacturing a plate made of foamed polyolefin, or pressing a plate after manufacture.
- the material of the tile 12 may be, for example, ceramics such as stone and ceramic, concrete such as concrete and artificial marble, and hard wood, but it is not particularly limited as long as it has excellent durability.
- the thickness of the tile 12 may be, for example, 5 mm to 30 mm, and more preferably 7 mm to 25 mm, as long as the thickness does not cause breakage by load.
- the area of the tile 12 is preferably 80 cm 2 to 900 cm 2 , and more preferably 80 cm 2 to 400 cm 2 . By the tile 12 having the above area, the impact noise can be effectively reduced.
- the shape of the tile 12 is not limited to a rectangular shape such as a square shape or a rectangular shape, and is a triangular shape, a polygonal shape having a pentagonal shape or more, or a shape having a curved portion such as a circular shape, an elliptical shape or a fan shape It may be shaped.
- regular shapes such as polygonal shape, circular shape, elliptical shape, stripe shape, lattice shape, etc., as necessary, in order to obtain an anti-slip effect or to give a design.
- corrugation which combined these shapes variously may be formed.
- the adhesive layer 20 is made of an adhesive which can bond the concrete slab 10 and the buffer material 11 and does not adversely affect the properties of the buffer material 11 which is a plate made of foamed polyolefin.
- the adhesive layer 20 may be an adhesive sheet obtained by applying the above-mentioned adhesive on both sides of the substrate.
- Examples of the adhesive to be the adhesive layer 20 include commercially available adhesives such as rubber-based adhesives, modified silicone-based adhesives, urethane-based adhesives, and acrylic-based adhesives.
- examples of the rubber-based adhesive include GP100 (manufactured by Konishi Co., Ltd.).
- Examples of the modified silicone adhesive include KMP10 (manufactured by Konishi Ltd.) and PM 525 (manufactured by Cemedine Ltd).
- As a urethane type adhesive agent SU25 (made by Konishi Co., Ltd.) is mentioned, for example.
- the adhesive layer 20 should just be able to adhere the shock absorbing material 11 to the concrete slab 10, and therefore, may be formed on the entire surface of the concrete slab 10, or may be partially formed on the surface.
- examples of the shape of the individual adhesive layers include shapes such as point, linear, lattice shape, and a combination thereof.
- the adhesive layer 20 is more preferably formed on the entire surface of the concrete slab 10 so that the buffer material 11 can be laid uniformly (horizontally).
- the thickness of the adhesive layer 20 is not particularly limited as long as it can sufficiently bond the concrete slab 10 and the shock absorbing material 11, and is preferably 0.1 mm to 5 mm, for example. More preferably, it is 1 mm to 2 mm.
- the elastic adhesive layer 21 is a layer having both flexibility and elasticity, can bond the cushioning material 11 and the tile 12, and does not adversely affect the properties of the cushioning material 11 which is a plate made of foamed polyolefin. It is made of an adhesive having elasticity.
- the elastic adhesive layer 21 has an elongation at break of 23% or more at 35 ° C. or more, more preferably 50% or more at 23 ° C. in the film physical property test defined in JIS A5557: 2006. When the elongation at break is 35% or more, the elastic adhesive layer 21 has appropriate softness and does not inhibit the shock absorbing material 11 from absorbing the impact force when the heel of the shoe contacts the floor. Therefore, it is possible to obtain a sufficient cushioning effect against impact noise.
- Examples of the adhesive to be the elastic adhesive layer 21 include commercially available elastic adhesives such as modified silicone elastic adhesives, urethane elastic adhesives, acrylic elastic adhesives, and epoxy elastic adhesives.
- modified silicone-based elastic adhesives for example, Tile Ace F (manufactured by Konishi), Tile Ace Pro (manufactured by Konishi), Tile Ace L Pro (manufactured by Konishi), And Bond Flex Tile One (manufactured by Konishi Co., Ltd.).
- the elastic adhesive layer 21 may be partially present between the cushioning material 11 and the tile 12 as shown in FIG. That is, the elastic adhesive layer 21 may be in contact with at least a portion of the surface of the cushioning material 11 and at least a portion of the bottom of the tile 12. As shown in FIG. 2, a part of the surface of the cushioning material 11 may be in contact with a part of the bottom surface of the tile 12. Since the tile is in contact with only the elastic body or only the elastic body and the cushioning material 11, it is possible to effectively reduce the impact noise generated when the heel of the shoe comes in contact with the floor. However, as shown in FIG. 1, the elastic adhesive layer 21 is more preferably formed on the entire surface of the buffer material 11 so that the plurality of tiles 12 can be laid uniformly (horizontally).
- the thickness of the elastic adhesive layer 21 may be any thickness as long as the buffer material 11 and the tile 12 can be sufficiently bonded, and is not particularly limited, but preferably 0.1 mm to 5 mm, for example. More preferably, it is 5 mm to 2 mm.
- the floor structure 1 is not provided with anything between the cushioning material 11 and the elastic adhesive layer 21 and between the elastic adhesive layer 21 and the tile 12. Moreover, it is preferable that the floor structure 1 is not provided with anything other than the elastic adhesive layer 21 between the cushioning material 11 and the tile 12. This makes it possible to more effectively obtain a sufficient cushioning effect on impact noise.
- the joint material 22 is made of an elastic joint material having flexibility and elasticity and filling the joint between the plurality of tiles 12.
- the joint material 22 has a stress at 50% elongation of 30 kgf / cm 2 or less, more preferably 0.5 kgf / cm 2 or more and 20 kgf / cm 2 or less in a tensile test specified in JIS A 5758: 2010.
- the stress is 30 kgf / cm 2 or less
- the joint material 22 has appropriate softness to prevent the impact force from propagating to the next tile 12 when the heel of the shoe comes in contact with the tile 12 As a result, it is possible to obtain a sufficient cushioning effect against impact noise.
- the joint material to be the joint material 22 examples include commercially available elastic joint materials such as a modified silicone-based elastic joint material, a urethane-based elastic joint material, an acrylic elastic joint material, and an epoxy-based elastic joint material.
- an adhesive to be the elastic adhesive layer 21 can also be used as the joint material to be the joint material 22. That is, the joint material 22 and the elastic adhesive layer 21 may be composed of the same composition (compound).
- the modified silicone-based elastic joint material include POS seals (manufactured by Cemedine Co., Ltd.) and Multicoke (manufactured by Konishi Co., Ltd.).
- the acrylic elastic joint material examples include acrylic coke (manufactured by Konishi) and EXCEL II (manufactured by Cemedine).
- the thickness of the joint material 22 may be set according to the thickness of the tile 12, and is not particularly limited, but is preferably thinner than the thickness of the tile 12 so that the floor structure 1 has a beautiful appearance.
- an adhesive layer is formed on a concrete slab 10 by applying an adhesive to form an adhesive layer 20, and the buffer material 11 is formed on the adhesive layer 20.
- an adhesive is applied to the surface of the hardened concrete slab 10 to form the adhesive layer 20.
- a plate made of foamed polyolefin which is the cushioning material 11 is laid on the adhesive layer 20.
- an elastic adhesive is applied on a foamed polyolefin plate to form the elastic adhesive layer 21.
- a plurality of tiles 12 are laid on the elastic adhesive layer 21.
- the plurality of tiles 12 on the elastic adhesive layer 21 in such a manner that the intervals between the plurality of tiles 12 are uniform, that is, the sizes of joints are uniform.
- the width of the joint between the plurality of tiles 12 is preferably 3 mm to 5 mm in consideration of the durability of the floor structure 1 and the contact area of the heel portion of the shoe. If the joint width is in the above-mentioned range, a sufficient cushioning effect on impulsive sound can be obtained.
- the form of the tiles 12 when laying on the elastic adhesive layer 21 may be individual tiles may be independent of each other, and several tiles have a suitable joint width and, for example, the back side is connected by a net or the like. It may be in the form of a unit. If several tiles are connected in the form of a unit, the laying operation of the tiles 12 can be performed efficiently in a short time.
- the floor structure 1 is constructed. Since the floor structure 1 has a simple structure, the construction period and cost can be compressed as compared with a wet floating floor method (a method of pouring concrete to form a floor structure).
- the thickness of the floor structure 1 (the total thickness of the adhesive layer 20, the buffer material 11, the elastic adhesive layer 21, and the tile 12) is not particularly limited, but preferably 15 mm to 60 mm, for example 15 mm to 50 mm. It is more preferable that If the thickness exceeds 60 mm, the floor structure 1 becomes too thick.
- the floor structure 1 in one embodiment of the present invention preferably has a natural frequency of 300 Hz or less, more preferably 200 Hz or less. Thereby, the floor structure 1 can exhibit high anti-vibration performance.
- a floor structure unit is a floor structure unit for laying on a concrete slab 10, and comprises a plurality of tiles 12, an elastic adhesive layer 21, and a buffer material 11 in order from the top, The joint between the tiles 12 is filled with the joint material 22 having elasticity.
- After the floor structure unit is manufactured in advance and an adhesive is applied to the surface of the hardened concrete slab 10 in the field to form the adhesive layer 20, a plurality of floor structure units are laid on the adhesive layer 20.
- Floor structure 1 is constructed by. By using the floor structure unit, the construction period and cost of the floor structure 1 can be further compressed.
- the floor structure unit further includes an adhesive layer 20 and a release material downward in this order under the cushioning material.
- the floor structure unit can be bonded onto the concrete slab 10 by peeling off the release material on site. Thereby, since the effort which apply
- the tile 12, the elastic adhesive layer 21, the cushioning material 11, the joint material 22, and the adhesive layer 20 are as described in the above [floor structure].
- the release material is not particularly limited as long as it can prevent the adhesive layer 20 from curing and can be peeled off from the adhesive layer 20.
- Examples of the release material include paper and films having excellent surface smoothness.
- a floor structure unit not provided with the adhesive layer 20 is manufactured in advance, and an adhesive is applied to the surface of the hardened concrete slab 10 at the site. After the adhesive layer 20 is formed, it may be manufactured by laying a plurality of floor structure units on the adhesive layer 20.
- the floor structure unit can be prepared in advance at another place such as a factory, the construction period and cost of the floor structure 1 can be further compressed.
- the elastic adhesive layer forming step, the tile laying step, and the joint material forming step are as described in the above [Method of manufacturing floor structure II].
- a floor structure unit including the adhesive layer 20 and the release material is manufactured in advance, and the release material is peeled off at the site to cure the concrete slab 10. You may manufacture by laying the several floor-structure unit which peeled off the peeling material.
- a shock absorbing material laying process of laying a shock absorbing material 11 on the layer 20 may be included, and an adhesive layer forming process of applying an adhesive under the shock absorbing material 11 to form an adhesive layer 20;
- a peeling material bonding step of bonding a peeling material under the adhesive layer 20 is provided.
- Vibration isolation performance The case where the above natural frequency was 300 Hz or less was judged to be high in the vibration isolation performance and evaluated as "o", and the case where it was larger than 300 Hz was judged as low in the vibration isolation performance and evaluated as "x".
- Example 1 The floor structure having the structure shown in FIG. 1 by laminating an adhesive layer, a buffer material, an elastic adhesive layer, and a plurality of tiles in order from the bottom on a concrete slab, and filling the joints between the plurality of tiles with the joint material. Was installed.
- the urethane type adhesive agent Konishi Co., Ltd. product: SU25
- the thickness of the adhesive layer was 0.5 mm.
- a bead-made plate made of foamed polypropylene (the product made by Kaneka Co., Ltd .: Eperan PP 20 times, having a thickness of 10 mm, a density of 45 kg / m 3 , and a dynamic spring constant of 85 ⁇ 10 7 N / m 2 ⁇ m) A foamed product) was used.
- the plate had a displacement of 1 mm or less when a load of 50 kg was applied to the area of one tile.
- the elastic adhesive agent As an adhesive agent which comprises the said elastic adhesive layer, the elastic adhesive agent (made by Cemedine Co., Ltd .: Tile Ace L Pro) was used. The thickness of the elastic adhesive layer was 1 mm.
- a tile (size: 92 mm ⁇ 92 mm ⁇ 8 mm (thickness) and weight 150 g / sheet (manufactured by INAX Co., Ltd .: Max) was used.
- the joint width between tiles was 3 mm.
- group elastic joint material (Cemedine Co., Ltd. product: POS seal) was used.
- the natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
- Example 2 It is shown in FIG. 1 in the same manner as in Example 1 except that the thickness of the bead method foam polypropylene plate (made by Kaneka Co., Ltd .: Epelan PP 20 times foamed product) which is a buffer material is changed from 10 mm to 25 mm. A floor structure with a structure was constructed.
- the bead method foam polypropylene plate made by Kaneka Co., Ltd .: Epelan PP 20 times foamed product
- the natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
- Example 3 1 in the same manner as in Example 1 except that the tile was changed to a tile (size: 295 mm ⁇ 295 mm ⁇ 9 mm (thickness)) and a weight of 1.8 kg / sheet (manufactured by LIXIL Co., Ltd .: Albergo)
- the floor structure having the structure shown in FIG.
- the natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
- Example 4 Buffer made of bead method foam polypropylene plate (manufactured by Kaneka Co., Ltd .: Epelan PP 20 times foam product), thickness 10 mm, density 72 kg / m 3 , dynamic spring constant 125 ⁇ 10 7 N / m
- a floor structure having the structure shown in FIG. 1 was constructed in the same manner as in Example 1 except that the 2 ⁇ m bead method was changed to a plate made of foamed polyethylene (made by Kaneka Co., Ltd .: Epelan XL 13 times foamed product) did.
- the natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
- Example 5 It is shown in FIG. 1 in the same manner as in Example 1 except that the density of the plate made of foamed polypropylene as a buffer material is changed to 20 kg / m 3 (manufactured by Kaneka Co., Ltd .: Epelan PP 45 times foamed product). A floor structure with a structure was constructed.
- the natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
- Comparative Example 1 A floor structure was constructed in the same manner as in Example 1 except that a mortar having no elasticity was used instead of the elastic adhesive layer. The thickness of the mortar was 10 mm.
- the natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
- Comparative Example 2 The floor structure having the structure shown in FIG. 2 was constructed. That is, on the concrete slab 10, the adhesive layer 20, the buffer material 11, the elastic adhesive layer 21, the calcium silicate plate 13, the elastic adhesive layer 21, and the plurality of tiles 12 are laminated in order from the bottom, and between the plurality of tiles 12 By filling the joint with the joint material 22, a floor structure having a structure shown in FIG. 2 was constructed.
- the urethane type adhesive agent (Cemedine Co., Ltd. product: UM600) used in Example 1 was used.
- the thickness of the adhesive layer was 1 mm.
- the board (The Kaneka Co., Ltd. product: Epelan PP 30 times foam goods) made from the bead method foaming polypropylene used in Example 2 was used.
- the elastic adhesive used in Example 1 (Cemedine Co., Ltd. product: Tile Ace L Pro) was used.
- the thickness of the elastic adhesive layer 21 was 1 mm.
- the calcium-silicate board (The Nichias Co., Ltd. product: Ecolux) with a thickness of 5 mm was used.
- Example 1 the tile used in Example 1 (manufactured by INAX Corporation: Max) was used.
- the joint width between the tiles 12 was 3 mm.
- the elastic adhesive (The Cemedine Co., Ltd. product: tile ace L Pro) used in Example 1 was used.
- the floor structure of this comparative example is configured to further have a calcium silicate plate in addition to the floor structures of Examples 1 and 2.
- the natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
- Comparative Example 3 A floor was prepared in the same manner as Example 1, except that the size was 400 mm ⁇ 400 mm ⁇ 8 mm (thickness) and the weight was 1.3 kg / sheet of a caikale plate (manufactured by Nichias Co., Ltd .: Ecolux). I constructed the structure.
- the natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
- Comparative Example 4 Buffer made of bead method foam polypropylene plate (manufactured by Kaneka Co., Ltd .: Epelan PP 20 times foamed product), thickness 10 mm, density 100 kg / m 3 , dynamic spring constant 312 ⁇ 10 7 N / m 2
- the floor method having the structure shown in FIG. 1 was constructed in the same manner as in Example 1 except that the bead method of polystyrene foam was changed to a plate made of expanded polystyrene (manufactured by Kaneka Co., Ltd .: Kanepal YD 10 times foamed product). .
- the natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
- a floor structure is a floor structure in which a tile is laid on a concrete slab via a buffer material, and an adhesive layer, a buffer material, an elastic adhesive layer, And a plurality of tiles in order from the bottom, and the cushioning material is a plate made of foamed polyolefin having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more, It has a size of 900 cm 2 or less, and is characterized in that the joint between the plurality of tiles is filled with an elastic joint material.
- the elastic adhesive layer preferably has an elongation at break of 35% or more at 23 ° C. in the film physical property test defined in JIS A5557: 2006.
- the joint material more preferably has a stress at 50% elongation of 30 kgf / cm 2 or less in a tensile test defined in JIS A 5758: 2010.
- the cushioning material more preferably has a displacement of 1 mm or less when a load of 50 kg is applied to the area of one tile.
- the board made of the above-mentioned foaming polyolefin is a board made of bead method foaming polyolefin.
- the board made of the above-mentioned foaming polyolefin is a board made of foaming polypropylene.
- the foam polypropylene plate has a density of 20 kg / m 3 to 60 kg / m 3 .
- a floor structure unit concerning one mode of the present invention is a floor structure unit for laying on a concrete slab, and a plurality of tiles, an elastic adhesive layer, and a shock absorbing material are put in order from the top
- the cushioning material is a foamed polyolefin board having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more and 900 cm 2 or less.
- the joint between the tiles is characterized in that it is filled with an elastic joint material.
- the floor structure unit further comprises an adhesive layer and a release material downward in order below the cushioning material.
- a manufacturing method of a floor structure concerning one mode of the present invention applies an adhesives on a concrete slab, and forms an adhesion layer forming process which forms an adhesion layer, and on the above-mentioned adhesion layer,
- a floor structure manufacturing method comprising a tile laying step of laying and a joint material forming step of forming a joint material by filling a joint between the tiles with a joint material having elasticity, wherein the buffer material is thick.
- the manufacturing method of the floor structure concerning one mode of the present invention applies the adhesive on the floor slab unit manufacturing process which manufactures a floor floor structure unit, and a concrete slab, and the above floor floor unit And a floor structure unit laying step of laying the floor structure unit, wherein the floor structure unit manufacturing step comprises applying an adhesive having elasticity to form an elastic adhesive layer on the buffer material.
- the floor structure according to an aspect of the present invention is a floor structure using a vibration-proof tile base material, and is suitably used, for example, for an entrance of an apartment complex such as an apartment, a floor structure such as an elevator hall.
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Abstract
工期およびコストを圧縮しつつ、高い防振性能を発揮するタイル下地を用いた床構造を提供する。床構造は、接着層、緩衝材、弾性接着層、および複数のタイルを下から順に備え、緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、タイルの面積は、80cm2以上、900cm2以下であり、上記複数のタイル間の目地が、弾性を有する目地材で埋められている。To provide a floor structure using a tile base that exhibits high anti-vibration performance while compressing the construction period and cost. The floor structure comprises an adhesive layer, a shock absorbing material, an elastic adhesive layer, and a plurality of tiles in order from the bottom, and the shock absorbing material is a foamed polyolefin board having a thickness of 7 mm to 25 mm and a density of 20 kg / m3 to 100 kg / m3. The area of the tile is 80 cm 2 or more and 900 cm 2 or less, and the joint between the plurality of tiles is filled with an elastic joint material.
Description
本発明は、防振性能を発揮するタイル下地を用いた床構造、床構造ユニット、および床構造の製造方法に関する。 The present invention relates to a floor structure, a floor structure unit, and a floor structure manufacturing method using a tile base that exhibits anti-vibration performance.
近年、マンション等の集合住宅のエントランス、エレベーターホール等の床構造において、ハイヒール等の靴の踵部が床と接触するときに発生する衝撃音等の人の歩行音が、隣接する住戸に振動として伝わることによる騒音が問題となっている。現在、その対策として、コンクリートスラブ上にグラスウール、ロックウール、ポリエチレンフォーム等の防振材や緩衝材を敷き、その上にコンクリートを流し込む方式である湿式浮床工法が多用されている。 In recent years, in the entrance of apartment buildings such as apartments, floor structures such as elevator halls, people's walking noise such as impact noise generated when the buttocks of shoes such as high heels come in contact with the floor vibrates adjacent dwelling units The noise caused by transmission is a problem. At present, as a countermeasure, a wet floating floor method is widely used, which is a method in which a vibration isolation material such as glass wool, rock wool, polyethylene foam, or a shock absorbing material is placed on a concrete slab and concrete is poured thereon.
例えば、特許文献1には、床スラブ上に緩衝体を配設し、当該緩衝体の上に床部を配設することにより、緩衝体を介して床部の荷重を支持するように構成してなる浮床構造が記載されている。上記緩衝体は、5%ひずみ圧縮強度の異なる合成樹脂発泡体Aと合成樹脂発泡体Bとからなる。 For example, in Patent Document 1, a shock absorber is disposed on a floor slab, and a floor portion is disposed on the shock absorber to support the load of the floor portion via the shock absorber. A floating floor structure is described. The said buffer body consists of synthetic resin foam A and synthetic resin foam B from which 5% strain compression strength differs.
また、特許文献2には、裏面に発泡合成樹脂材を積層した焼成タイルを、床スラブ面上にモルタル等の接着剤を介して直接、貼着してなる遮音床構造が記載されている。
Further,
特許文献3には、床下地材、制振遮音シートおよび床仕上げ材がこの順序で積層された三層構造の積層体からなる床パネルであって、少なくとも1つの層間が、弾性接着剤により接着されている床パネルが記載されている。 Patent Document 3 discloses a floor panel comprising a laminate of a three-layer structure in which a floor base material, a vibration damping sound insulation sheet and a floor finish are laminated in this order, and at least one layer is bonded by an elastic adhesive. The floor panels being described are described.
しかしながら、湿式浮床工法は、防振材や緩衝材を敷き詰めた後、コンクリートを流し込んで床構造を形成する工法であるため、工期およびコストが掛かるという問題がある。 However, since the wet floating floor construction method is a construction method in which concrete is poured in to form a floor structure after laying a damping material and a shock absorbing material, there is a problem that the construction period and cost increase.
本発明の一態様は、上記問題点に鑑みてなされたものであり、工期およびコストを圧縮しつつ、高い防振性能を発揮するタイル下地を用いた床構造、床構造ユニット、および床構造の製造方法を提供することを主たる目的とする。 SUMMARY OF THE INVENTION One aspect of the present invention is made in view of the above problems, and a floor structure, a floor structure unit, and a floor structure using a tile base which exhibits high anti-vibration performance while compressing the construction period and cost. The main purpose is to provide a manufacturing method.
上記課題を解決するために、本発明の一態様に係る床構造は、コンクリートスラブ上に緩衝材を介してタイルが敷設されてなる床構造であって、接着層、緩衝材、弾性接着層、および複数のタイルを下から順に備え、上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、上記タイルの面積は、80cm2以上、900cm2以下であり、上記複数のタイル間の目地が、弾性を有する目地材で埋められている床構造であることを特徴としている。
上記課題を解決するために、本発明の一態様に係る床構造ユニットは、コンクリートスラブ上に敷設するための床構造ユニットであって、複数のタイル、弾性接着層、および緩衝材を上から順に備え、上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、上記タイルの面積は、80cm2以上、900cm2以下であり、上記複数のタイル間の目地が、弾性を有する目地材で埋められていることを特徴としている。
上記課題を解決するために、本発明の一態様に係る床構造の製造方法は、コンクリートスラブ上に、接着剤を塗布して接着層を形成する接着層形成工程と、上記接着層上に、緩衝材を敷設する緩衝材敷設工程と、上記緩衝材上に、弾性を有する接着剤を塗布して弾性接着層を形成する弾性接着層形成工程と、上記弾性接着層上に、複数のタイルを敷設するタイル敷設工程と、上記タイル間の目地を、弾性を有する目地材で埋めて目地材を形成する目地材形成工程と、を含む床構造の製造方法であって、上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、上記タイルの面積は、80cm2以上、900cm2以下であることを特徴としている。
上記課題を解決するために、本発明の一態様に係る床構造の製造方法は、床構造ユニットを製造する床構造ユニット製造工程と、コンクリートスラブ上に、接着剤を塗布して上記床構造ユニットを敷設する床構造ユニット敷設工程と、を含む床構造の製造方法であって、上記床構造ユニット製造工程は、緩衝材上に、弾性を有する接着剤を塗布して弾性接着層を形成する弾性接着層形成工程と、上記弾性接着層上に、複数のタイルを敷設するタイル敷設工程と、上記タイル間の目地を、弾性を有する目地材で埋めて目地材を形成する目地材形成工程と、を含み、上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、上記タイルの面積は、80cm2以上、900cm2以下であることを特徴としている。
In order to solve the above problems, a floor structure according to an aspect of the present invention is a floor structure in which a tile is laid on a concrete slab via a buffer material, and an adhesive layer, a buffer material, an elastic adhesive layer, And a plurality of tiles in order from the bottom, and the cushioning material is a plate made of foamed polyolefin having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more, The floor space is 900 cm 2 or less, and the joint between the plurality of tiles is a floor structure filled with a joint material having elasticity.
In order to solve the above-mentioned subject, a floor structure unit concerning one mode of the present invention is a floor structure unit for laying on a concrete slab, and a plurality of tiles, an elastic adhesive layer, and a shock absorbing material are put in order from the top The cushioning material is a foamed polyolefin board having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more and 900 cm 2 or less. The joint between the tiles is characterized in that it is filled with an elastic joint material.
In order to solve the above-mentioned subject, a manufacturing method of a floor structure concerning one mode of the present invention applies an adhesives on a concrete slab, and forms an adhesion layer forming process which forms an adhesion layer, and on the above-mentioned adhesion layer, A buffer material laying step of laying a buffer material, an elastic adhesive layer forming step of applying an elastic adhesive on the buffer material to form an elastic adhesive layer, and a plurality of tiles on the elastic adhesive layer A floor structure manufacturing method comprising a tile laying step of laying and a joint material forming step of forming a joint material by filling a joint between the tiles with a joint material having elasticity, wherein the buffer material is thick. It is a foamed polyolefin board having a size of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more and 900 cm 2 or less.
In order to solve the above-mentioned subject, the manufacturing method of the floor structure concerning one mode of the present invention applies the adhesive on the floor slab unit manufacturing process which manufactures a floor floor structure unit, and a concrete slab, and the above floor floor unit And a floor structure unit laying step of laying the floor structure unit, wherein the floor structure unit manufacturing step comprises applying an adhesive having elasticity to form an elastic adhesive layer on the buffer material. An adhesive layer forming step, a tile laying step of laying a plurality of tiles on the elastic adhesive layer, and a joint material forming step of filling the joint between the tiles with an elastic joint material to form a joint material; wherein the said cushioning material has a thickness of 7 mm ~ 25 mm, a polyolefin foam plate made of a density of 20kg / m 3 ~ 100kg / m 3, the area of the tile, 80 cm 2 or more, 900 cm 2 or less It is characterized in that.
本発明の一態様に係る床構造によれば、コンクリートスラブ上に、厚さと密度(発泡倍率)とを規定した発泡ポリオレフィン製の板を接着層で接着し、その上に弾性を規定した弾性接着層を介してタイルを敷設し、さらに、複数のタイル間の目地を、弾性を規定した目地材で埋められている。これにより、タイルが弾性体のみと、または、弾性体および緩衝材のみと接しているので、靴の踵部が床と接触するときに発生する衝撃音を効果的に低減することができる床構造、床構造ユニット、および床構造の製造方法を提供することができるという効果を奏する。また、構造が簡単であるので、湿式浮床工法(コンクリートを流し込んで床構造を形成する工法)と比較して、施工期間およびコストを圧縮することができる。 According to the floor structure according to one aspect of the present invention, a plate made of foamed polyolefin having a thickness and a density (foaming magnification) defined on a concrete slab is adhered by an adhesive layer, and elastic adhesion having an elasticity defined thereon Tiles are laid through layers, and joints between multiple tiles are filled with a joint material that defines elasticity. As a result, since the tile is in contact with only the elastic body or only the elastic body and the cushioning material, a floor structure that can effectively reduce the impact noise generated when the heel of the shoe contacts the floor And a floor structure unit, and a manufacturing method of the floor structure can be provided. In addition, since the structure is simple, the construction period and cost can be compressed as compared with a wet floating floor construction method (a construction method in which concrete is poured to form a floor structure).
以下、本発明の実施の形態について詳細に説明する。但し、本発明はこれに限定されるものではなく、記述した範囲内で種々の変更が可能であり、異なる実施形態にそれぞれ開示された技術的手段を適宜組み合わせて得られる実施形態についても本発明の技術的範囲に含まれる。尚、本明細書においては特記しない限り、数値範囲を表す「A~B」は、「A以上、B以下」を意味する。また、「質量」と「重量」は同義語であると見なす。 Hereinafter, embodiments of the present invention will be described in detail. However, the present invention is not limited to this, and various changes can be made within the described range, and embodiments obtained by appropriately combining technical means respectively disclosed in different embodiments are also possible. Included in the technical scope of In the present specification, unless otherwise specified, “A to B” representing a numerical range means “A or more and B or less”. Also, "mass" and "weight" are considered to be synonymous.
[床構造]
本発明の一態様に係る床構造においては、コンクリートスラブ上に、緩衝材からなる層と、柔軟性と弾力性とを併せ持つ弾性接着層とを設け、さらにタイルの目地にも柔軟性と弾力性とを併せ持つ目地材を用いている。これにより、本発明の一態様に係る床構造においては、靴の踵部が床と接触するときに発生する衝撃音を低減することができる。また、本発明の一態様に係る床構造は、構造が簡単であるので、湿式浮床工法(コンクリートを流し込んで床構造を形成する工法)と比較して、施工期間およびコストを圧縮することができる。
[Floor structure]
In the floor structure according to one aspect of the present invention, a layer made of a shock absorbing material and an elastic adhesive layer having both flexibility and elasticity are provided on a concrete slab, and the tile joint also has flexibility and elasticity. The joint material which combines with is used. Thus, in the floor structure according to one aspect of the present invention, it is possible to reduce the impact noise generated when the heel of the shoe comes in contact with the floor. In addition, since the floor structure according to one aspect of the present invention has a simple structure, the construction period and cost can be compressed as compared with a wet floating floor method (a method of pouring concrete to form a floor structure). .
本発明の一実施形態における床構造を構成する各部材に関して、図1および2を参照して以下に説明する。図1および2は、本発明の実施形態に係る床構造の概略の断面図である。 Each member constituting the floor structure in one embodiment of the present invention will be described below with reference to FIGS. 1 and 2. 1 and 2 are schematic cross-sectional views of a floor structure according to an embodiment of the present invention.
図1および2に示すように、本発明の実施形態に係る床構造1は、コンクリートスラブ10上に緩衝材11を介してタイル12が敷設されてなる床構造であって、接着層20、緩衝材11、弾性接着層21、および複数のタイル12を下から順に備え、上記複数のタイル12間の目地が弾性を有する目地材22で埋められている構成である。床構造1は、当該順で各部材を備えていれば、コンクリートスラブ10と接着層20との間、および接着層20と緩衝材11との間に、電線等の他の部材をさらに備えていてもよいが、当該他の部材が何も存在しないことがより好ましい。床構造1は、タイル12の直下に、弾性接着層21のみ、または、弾性接着層21および緩衝材11のみを備える構成である。
As shown in FIGS. 1 and 2, a floor structure 1 according to an embodiment of the present invention is a floor structure in which a
コンクリートスラブ10は、マンション等の集合住宅のエントランス、エレベーターホール等の床構造が形成される土台となるコンクリート製の床板である。
The
〔緩衝材〕
緩衝材11は、防振性能を発揮するタイル下地であり、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板である。上記厚さは、7mm~20mmであることがより好ましい。上記密度は、20kg/m3~60kg/m3であることがより好ましく、30kg/m3~45kg/m3であることがさらに好ましい。密度は、発泡ポリオレフィンの発泡倍率を変更することによって容易に変更することができる。上記厚さが7mm未満である場合、および、密度が100kg/m3を超える場合には、靴の踵部が床と接触するときに発生する衝撃音(以下、単に「衝撃音」と称する)を十分に低減することができない。また、上記厚さが25mmを超える場合には、床構造が厚くなり過ぎ、密度が20kg/m3未満である場合には、荷重に対する耐久性に劣る。
[Buffer material]
The
上記発泡ポリオレフィン製の板としては、例えば、発泡ポリプロピレン製の板、発泡ポリエチレン製の板等が挙げられるが、表面処理が施されていなくても接着層20と接着し易いとの観点から、発泡ポリプロピレン製の板であることが好ましい。上記発泡ポリプロピレン製の板は、密度が20kg/m3~60kg/m3であることがより好ましく、30kg/m3~45kg/m3であることがさらに好ましい。
Examples of the foamed polyolefin plate include a foamed polypropylene plate, a foamed polyethylene plate and the like, but from the viewpoint of easy adhesion to the
上記発泡ポリオレフィン製の板の製造方法としては、特に限定されないものの、例えば、ビーズ発泡法、押出発泡法、常圧発泡法等が挙げられ、ビーズ発泡法がより好ましい。即ち、発泡ポリオレフィン製の板は、ビーズ法発泡ポリオレフィン製の板であることがより好ましい。 Although it does not specifically limit as a manufacturing method of the board made of said expanded polyolefin, For example, the bead foaming method, the extrusion foaming method, the normal pressure foaming method etc. are mentioned, The bead foaming method is more preferable. That is, the foamed polyolefin board is more preferably a beaded foamed polyolefin board.
上記緩衝材11は、タイル1枚の面積に50kgの荷重を掛けたときの変位量が1mm以下であることがより好ましい。これにより、歩行時における床の歩行感を確保することができる。
More preferably, the
また、上記緩衝材11は、動的ばね定数が5×107N/m2・m~100×107N/m2・mであることがより好ましく、10×107N/m2・m~80×107N/m2・mであることがさらに好ましい。動的ばね定数が5×107N/m2・m~100×107N/m2・mであることにより、衝撃音を十分に低減することができる。
The
上記緩衝材11は、敷設するコンクリートスラブ10の形状に応じた形状に加工されて、当該コンクリートスラブ10上に隙間なく敷設される。緩衝材11は、一枚のシート(単層)であってもよく、複数枚のシートが積層された積層体であってもよい。
The cushioning
また、緩衝材11である発泡ポリオレフィン製の板の表面には、接着層20および/または弾性接着層21との接着性を向上させて接着を良好に行うために、接着層20および/または弾性接着層21を構成する接着剤の種類に応じて、コロナ処理またはUV処理等の表面処理が施されていてもよい。
In addition, on the surface of the board made of foamed polyolefin which is
さらに、上記緩衝材11である発泡ポリオレフィン製の板の表面には、接着層20および/または弾性接着層21との接着性を向上させて接着を良好に行うために、必要に応じて、微細な凹凸が形成されていてもよい。このような凹凸は、発泡ポリオレフィン製の板を製造するときの金型に凹凸を形成したり、製造後の板をプレス加工したりすることにより、容易に形成することができる。
Furthermore, in order to improve the adhesion with the
〔タイル〕
タイル12の材質としては、例えば、石、陶磁器等のセラミック、コンクリート、人工大理石等のプラスチック、硬質木材が挙げられるものの、耐久性に優れた材質であればよく、特に限定されない。タイル12の厚さは、荷重によって破損を生じない厚さであればよいものの、例えば、5mm~30mmであることが好ましく、7mm~25mmであることがより好ましい。
〔tile〕
The material of the
タイル12の面積は、80cm2~900cm2であることが好ましく、80cm2~400cm2であることがより好ましい。タイル12が上記面積であることにより、衝撃音を効果的に低減することができる。
The area of the
タイル12の形状は、正方形状、長方形状等の矩形状に限定されず、三角形状、五角形状以上の多角形状、または、円形状、楕円形状、扇形状等の曲線部を有する形状、或いは不定形状であってもよい。また、タイル12の表面には、例えば滑り止め効果を得るために、或いは意匠を施すために、必要に応じて、多角形状、円形状、楕円形状、ストライプ形状、格子形状等の規則的な形状の凹凸、不定形状の凹凸、或いはこれら形状を種々組み合わせた凹凸が形成されていてもよい。
The shape of the
〔接着層〕
接着層20は、コンクリートスラブ10と緩衝材11とを接着することができ、発泡ポリオレフィン製の板である緩衝材11の性質に悪影響を及ぼさない接着剤からなる。または、接着層20は、上記接着剤を基材の両面に塗布してなる接着シートであってもよい。
[Adhesive layer]
The
接着層20となる接着剤としては、例えば、ゴム系接着剤、変成シリコーン系接着剤、ウレタン系接着剤、アクリル系接着剤等の市販の接着剤が挙げられる。具体的には、ゴム系接着剤としては、例えば、GP100(コニシ(株)製)が挙げられる。変成シリコーン系接着剤としては、例えば、KMP10(コニシ(株)製)およびPM525(セメダイン(株)製)が挙げられる。ウレタン系接着剤としては、例えば、SU25(コニシ(株)製)が挙げられる。
Examples of the adhesive to be the
接着層20は、コンクリートスラブ10に緩衝材11を接着することができればよく、従って、コンクリートスラブ10表面の全面に形成されていてもよく、当該表面に部分的に形成されていてもよい。接着層20がコンクリートスラブ10表面に部分的に形成されている場合において、個々の接着層の形状としては、例えば、点状、線状、格子形状、およびこれらの組み合わせ等の形状が挙げられるものの、特に限定されない。但し、接着層20は、緩衝材11を均一(水平)に敷設することができるように、コンクリートスラブ10表面の全面に形成されていることがより好ましい。
The
接着層20の厚さは、コンクリートスラブ10と緩衝材11とを十分に接着することができる厚さであればよく、特に限定されないものの、例えば、0.1mm~5mmであることが好ましく、0.1mm~2mmであることがより好ましい。
The thickness of the
〔弾性接着層〕
弾性接着層21は、柔軟性と弾力性とを併せ持つ層であり、緩衝材11とタイル12とを接着することができ、発泡ポリオレフィン製の板である緩衝材11の性質に悪影響を及ぼさない、弾性を有する接着剤からなる。弾性接着層21はJIS A5557:2006に規定された皮膜物性試験時の23℃における破断時の伸びが35%以上、より好ましくは50%以上である。上記破断時の伸びが35%以上であることにより、弾性接着層21は適度な柔らかさを備え、靴の踵部が床と接触するときの衝撃力を緩衝材11が吸収することを阻害しないので、衝撃音に対する十分な緩衝効果を得ることができる。
[Elastic adhesive layer]
The
弾性接着層21となる接着剤としては、例えば、変成シリコーン系弾性接着剤、ウレタン系弾性接着剤、アクリル系弾性接着剤、エポキシ系弾性接着剤等の市販の弾性接着剤が挙げられる。具体的には、変成シリコーン系弾性接着剤としては、例えば、タイルエースF(コニシ(株)製)、タイルエースPro(コニシ(株)製)、タイルエースL Pro(コニシ(株)製)、および、ボンド フレックスタイルワン(コニシ(株)製)が挙げられる。
Examples of the adhesive to be the
弾性接着層21は、図2に示すように、緩衝材11とタイル12との間に部分的に存在していてもよい。つまり、弾性接着層21は、緩衝材11表面の少なくとも一部、およびタイル12底面の少なくとも一部に接していればよい。図2に示すように、緩衝材11の表面の一部とタイル12の底面の一部とが接していてもよい。タイルが、弾性体のみと、または、弾性体および緩衝材11のみと接しているので、靴の踵部が床と接触するときに発生する衝撃音を効果的に低減することができる。但し、弾性接着層21は、複数のタイル12を均一(水平)に敷設することができるように、図1に示すように、緩衝材11表面の全面に形成されていることがより好ましい。
The
弾性接着層21の厚さは、緩衝材11とタイル12とを十分に接着することができる厚さであればよく、特に限定されないものの、例えば、0.1mm~5mmであることが好ましく、0.5mm~2mmであることがより好ましい。
The thickness of the
床構造1は、緩衝材11と弾性接着層21との間、および弾性接着層21とタイル12との間に、何も備えていないことが好ましい。また、床構造1は、緩衝材11とタイル12との間に、弾性接着層21以外は何も備えていないことが好ましい。これにより、より効果的に衝撃音に対する十分な緩衝効果を得ることができる。
It is preferable that the floor structure 1 is not provided with anything between the cushioning
〔目地材〕
目地材22は、柔軟性と弾力性とを併せ持ち、複数のタイル12間の目地を埋める、弾性を有する目地材からなる。目地材22は、JIS A5758:2010に規定された引張試験における50%伸長時の応力が30kgf/cm2以下、より好ましくは0.5kgf/cm2以上、20kgf/cm2以下である。上記応力が30kgf/cm2以下であることにより、目地材22は適度な柔らかさを備え、靴の踵部がタイル12と接触するときの衝撃力を隣のタイル12に伝播することを防ぐことができるので、衝撃音に対する十分な緩衝効果を得ることができる。
[Joint material]
The
目地材22となる目地材としては、例えば、変成シリコーン系弾性目地材、ウレタン系弾性目地材、アクリル系弾性目地材、エポキシ系弾性目地材等の市販の弾性目地材が挙げられる。また、目地材22となる目地材として、弾性接着層21となる接着剤を用いることもできる。即ち、目地材22と弾性接着層21は、互いに同じ組成物(化合物)から構成されていてもよい。具体的には、変成シリコーン系弾性目地材としては、例えば、POSシール(セメダイン(株)製)およびマルチコーク(コニシ(株)製)が挙げられる。アクリル系弾性目地材としては、例えば、アクリルコーク(コニシ(株)製)およびEXCEL II(セメダイン(株)製)が挙げられる。
Examples of the joint material to be the
目地材22の厚さは、タイル12の厚さに応じて設定すればよく、特に限定されないものの、床構造1が奇麗な外観を有するように、タイル12の厚さよりも薄いことが好ましい。
The thickness of the
[床構造の製造方法I]
上述した各部材によって構成される本発明の一実施形態における床構造1の製造(施工)方法を以下に説明する。
[Method I for manufacturing floor structure]
The manufacturing (construction) method of the floor structure 1 in one Embodiment of this invention comprised by each member mentioned above is demonstrated below.
本発明の実施形態に係る床構造1の製造方法は、コンクリートスラブ10上に、接着剤を塗布して接着層20を形成する接着層形成工程と、上記接着層20上に、緩衝材11を敷設する緩衝材敷設工程と、上記緩衝材11上に、弾性を有する接着剤を塗布して弾性接着層21を形成する弾性接着層形成工程と、上記弾性接着層21上に、複数のタイル12を敷設するタイル敷設工程と、上記タイル12間の目地を、弾性を有する目地材で埋めて目地材22を形成する目地材形成工程と、を含む方法である。
In the method of manufacturing the floor structure 1 according to the embodiment of the present invention, an adhesive layer is formed on a
先ず、接着層形成工程では、硬化したコンクリートスラブ10の表面に、接着剤を塗布して接着層20を形成する。
次いで、緩衝材敷設工程では、接着層20上に、緩衝材11である発泡ポリオレフィン製の板を敷設する。その後、弾性接着層形成工程では、発泡ポリオレフィン製の板の上に、弾性を有する接着剤を塗布して弾性接着層21を形成する。次いで、タイル敷設工程では、弾性接着層21上に、複数のタイル12を敷設する。
First, in the adhesive layer forming step, an adhesive is applied to the surface of the hardened
Next, in the cushioning material laying step, a plate made of foamed polyolefin which is the cushioning
このとき、複数のタイル12は、互いの間隔が均一になるようにして、つまり、目地の大きさが均一になるようにして弾性接着層21上に敷設することが好ましい。複数のタイル12間の目地の幅(目地幅)は、床構造1の耐久性、および想定される靴の踵部の接地面積を考慮して、3mm~5mmであることが好ましい。当該目地幅が上述した範囲内であれば、衝撃音に対する十分な緩衝効果を得ることができる。
At this time, it is preferable to lay the plurality of
弾性接着層21上に敷設するときのタイル12の形態は、個々のタイルが独立した形態であってもよく、幾つかのタイルが好適な目地幅を空けて例えば裏面がネット等で連結されたユニットの形態であってもよい。ユニットの形態で幾つかのタイルが連結されている場合には、タイル12の敷設作業を短時間で効率的に行うことができる。
The form of the
タイル12を敷設した後、目地材形成工程では、タイル12間の目地を、弾性を有する目地材で埋めて目地材22を形成する。これにより、床構造1が施工される。床構造1は、構造が簡単であるので、湿式浮床工法(コンクリートを流し込んで床構造を形成する工法)と比較して、施工期間およびコストを圧縮することができる。
After laying the
床構造1の厚さ(接着層20、緩衝材11、弾性接着層21、およびタイル12の合計の厚さ)は、特に限定されないものの、例えば、15mm~60mmであることが好ましく、15mm~50mmであることがより好ましい。上記厚さが60mmを超える場合には、床構造1が厚くなり過ぎる。
The thickness of the floor structure 1 (the total thickness of the
本発明の一実施形態における床構造1は、固有振動数が300Hz以下であることが好ましく、200Hz以下がより好ましい。これにより、床構造1は、高い防振性能を発揮することができる。 The floor structure 1 in one embodiment of the present invention preferably has a natural frequency of 300 Hz or less, more preferably 200 Hz or less. Thereby, the floor structure 1 can exhibit high anti-vibration performance.
[床構造ユニット]
本発明の実施形態に係る床構造ユニットは、コンクリートスラブ10上に敷設するための床構造ユニットであって、複数のタイル12、弾性接着層21、および緩衝材11を上から順に備え、上記複数のタイル12間の目地が、弾性を有する目地材22で埋められている構成である。床構造ユニットを予め製造しておき、現場で硬化したコンクリートスラブ10の表面に接着剤を塗布して接着層20を形成した後、当該接着層20上に、複数の床構造ユニットを敷設することによって床構造1が施工される。床構造ユニットを用いることで、床構造1の施工期間およびコストをさらに圧縮することができる。
[Floor structure unit]
A floor structure unit according to an embodiment of the present invention is a floor structure unit for laying on a
床構造ユニットは、上記緩衝材の下に、接着層20および剥離材を下に向かって順にさらに備えていることが好ましい。現場で剥離材を剥がすことにより、コンクリートスラブ10上に床構造ユニットを接着することができる。これにより、現場で硬化したコンクリートスラブ10の表面に接着剤を塗布する手間が省けるため、床構造1の施工期間およびコストをさらに圧縮することができる。
It is preferable that the floor structure unit further includes an
タイル12、弾性接着層21、緩衝材11、目地材22、接着層20に関しては、上記[床構造]において説明した通りである。剥離材としては、接着層20が硬化するのを防ぎ、かつ、接着層20から剥がすことができるものであれば特に限定されないが、例えば、表面平滑性に優れる紙、フィルム等が挙げられる。床構造ユニットは、剥離材を備えていることにより、接着層20が硬化するのを防ぎつつ、保管および運搬し易くなる。
The
[床構造の製造方法II]
上述したように、本発明の実施形態に係る床構造1は、接着層20を備えていない床構造ユニットを予め製造しておき、現場で硬化したコンクリートスラブ10の表面に接着剤を塗布して接着層20を形成した後、当該接着層20上に、複数の床構造ユニットを敷設することによって製造してもよい。
[Method of manufacturing floor structure II]
As described above, in the floor structure 1 according to the embodiment of the present invention, a floor structure unit not provided with the
つまり、本発明の実施形態に係る床構造1の製造方法は、床構造ユニットを製造する床構造ユニット製造工程と、コンクリートスラブ10上に、接着剤を塗布して上記床構造ユニットを敷設する床構造ユニット敷設工程と、を含む方法である。当該方法では、床構造ユニットを工場等の別の場所で予め作製しておくことができるので、床構造1の施工期間およびコストをさらに圧縮することができる。
That is, in the method of manufacturing the floor structure 1 according to the embodiment of the present invention, a floor structure unit manufacturing step of manufacturing a floor structure unit, and a floor in which an adhesive is applied on the
上記床構造ユニット製造工程は、緩衝材11上に、弾性を有する接着剤を塗布して弾性接着層21を形成する弾性接着層形成工程と、上記弾性接着層21上に、複数のタイル12を敷設するタイル敷設工程と、上記タイル12間の目地を、弾性を有する目地材で埋めて目地材22を形成する目地材形成工程と、を含む。これにより、上述した床構造ユニットを製造することができる。
In the floor structure unit manufacturing step, an elastic adhesive layer forming step of forming an
弾性接着層形成工程、タイル敷設工程、目地材形成工程に関しては、上記[床構造の製造方法II]において説明した通りである。 The elastic adhesive layer forming step, the tile laying step, and the joint material forming step are as described in the above [Method of manufacturing floor structure II].
また、本発明の実施形態に係る床構造1は、接着層20および剥離材を備えている床構造ユニットを予め製造しておき、現場で剥離材を剥がして、硬化したコンクリートスラブ10上に、剥離材を剥がした複数の床構造ユニットを敷設することによって製造してもよい。
In the floor structure 1 according to the embodiment of the present invention, a floor structure unit including the
つまり、本発明の実施形態に係る床構造1の製造方法は、床構造ユニットを製造する床構造ユニット製造工程と、上記床構造ユニットが備える剥離材を剥がして接着層20を露出する剥離材剥離工程と、コンクリートスラブ10上に、上記接着層20が露出した上記床構造ユニットを敷設する床構造ユニット敷設工程と、を含む。
That is, in the method of manufacturing the floor structure 1 according to the embodiment of the present invention, a floor structure unit manufacturing step of manufacturing a floor structure unit, and a peeling material peeling the peeling material provided in the floor structure unit to peel off the
上記床構造ユニット製造工程は、上述した各工程に加えて、弾性接着層形成工程の前に、剥離材上に、接着剤を塗布して接着層20を形成する接着層形成工程と、上記接着層20上に、緩衝材11を敷設する緩衝材敷設工程と、を含んでいてもよいし、上記緩衝材11下に、接着剤を塗布して接着層20を形成する接着層形成工程と、上記接着層20下に剥離材を貼り付ける剥離材貼り付け工程と、を含んでいてもよい。これにより、接着層20と剥離材とをさらに備えた床構造ユニットを製造することができる。
In the floor structure unit manufacturing process, in addition to the above-described processes, an adhesive layer forming process of forming an
本発明は上述した各実施形態に限定されるものではなく、請求項に示した範囲で種々の変更が可能であり、異なる実施形態にそれぞれ開示された技術的手段を適宜組み合わせて得られる実施形態についても本発明の技術的範囲に含まれる。 The present invention is not limited to the above-described embodiments, and various modifications can be made within the scope of the claims, and embodiments obtained by appropriately combining the technical means disclosed in the different embodiments. Is also included in the technical scope of the present invention.
以下、実施例および比較例を用いて、本発明をさらに詳細に説明するが、本発明はこれら実施例に限定されて解釈されるべきではない。 Hereinafter, the present invention will be described in more detail using Examples and Comparative Examples, but the present invention is not limited to these Examples and should not be construed.
[固有振動数]
床構造を構成するタイル1枚の上面に50kgの錘にて荷重を掛け、錘に加速度センサーを取り付け、1kgのハンマーを10cmの高さから錘に落下させた。このときに生じるタイル上の錘の振動波形を加速度センサーで受信し、受信したデータをFFTアナライザーに通して、得られた振動波形から防振性能を示す指標となる固有振動数(Hz)を測定した。
[Natural frequency]
A load of 50 kg was applied to the upper surface of one tile constituting the floor structure, an acceleration sensor was attached to the weight, and a 1 kg hammer was dropped from the height of 10 cm to the weight. At this time, the acceleration sensor receives the vibration waveform of the weight on the tile, passes the received data to the FFT analyzer, and measures the natural frequency (Hz), which is an index indicating the anti-vibration performance, from the obtained vibration waveform. did.
[防振性能]
上記固有振動数が300Hz以下である場合を防振性能が高いと判断して「○」と評価し、300Hzよりも大きい場合を防振性能が低いと判断して「×」と評価した。
Vibration isolation performance
The case where the above natural frequency was 300 Hz or less was judged to be high in the vibration isolation performance and evaluated as "o", and the case where it was larger than 300 Hz was judged as low in the vibration isolation performance and evaluated as "x".
[動的ばね定数]
JIS A6322:1979に規定された引張試験により、動的ばね定数を測定した。
[Dynamic spring constant]
The dynamic spring constant was measured by the tensile test specified in JIS A6322: 1979.
[変位量]
50kgの錘を載せる前後のタイル上面の変位量の差を、ダイヤルゲージで読み取ることにより、タイル1枚の面積に50kgの荷重を掛けたときの変位量を測定した。
[Displacement amount]
The difference between the displacement of the upper surface of the tile before and after mounting a 50 kg weight was read with a dial gauge to measure the displacement when a 50 kg load was applied to the area of one tile.
〔実施例1〕
コンクリートスラブ上に、接着層、緩衝材、弾性接着層、および複数のタイルを下から順に積層し、複数のタイル間の目地を目地材で埋めることにより、図1で示される構造を有する床構造を施工した。
Example 1
The floor structure having the structure shown in FIG. 1 by laminating an adhesive layer, a buffer material, an elastic adhesive layer, and a plurality of tiles in order from the bottom on a concrete slab, and filling the joints between the plurality of tiles with the joint material. Was installed.
上記接着層を構成する接着剤として、ウレタン系接着剤(コニシ(株)製:SU25)を用いた。接着層の厚さは0.5mmとした。 As an adhesive agent which comprises the said contact bonding layer, the urethane type adhesive agent (Konishi Co., Ltd. product: SU25) was used. The thickness of the adhesive layer was 0.5 mm.
上記緩衝材として、厚さが10mm、密度が45kg/m3、動的ばね定数が85×107N/m2・mのビーズ法発泡ポリプロピレン製の板((株)カネカ製:エペランPP20倍発泡品)を用いた。当該板は、タイル1枚の面積に50kgの荷重を掛けたときの変位量が1mm以下であった。
A bead-made plate made of foamed polypropylene (the product made by Kaneka Co., Ltd .:
上記弾性接着層を構成する接着剤として、弾性接着剤(セメダイン(株)製:タイルエースL Pro)を用いた。弾性接着層の厚さは1mmとした。 As an adhesive agent which comprises the said elastic adhesive layer, the elastic adhesive agent (made by Cemedine Co., Ltd .: Tile Ace L Pro) was used. The thickness of the elastic adhesive layer was 1 mm.
上記タイルとして、大きさが92mm×92mm×8mm(厚さ)で重量が150g/枚のタイル((株)INAX製:マックス)を用いた。タイル間の目地幅は、3mmとした。 As the above tile, a tile (size: 92 mm × 92 mm × 8 mm (thickness) and weight 150 g / sheet (manufactured by INAX Co., Ltd .: Max) was used. The joint width between tiles was 3 mm.
上記目地材を構成する目地材として、変成シリコーン系弾性目地材(セメダイン(株)製:POSシール)を用いた。 As a joint material which comprises the said joint material, the modified silicone type | system | group elastic joint material (Cemedine Co., Ltd. product: POS seal) was used.
上記床構造の固有振動数(Hz)を測定し、防振性能を評価した。結果を表1に示す。 The natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
〔実施例2〕
緩衝材であるビーズ法発泡ポリプロピレン製の板((株)カネカ製:エペランPP20倍発泡品)の厚さを10mmから25mmに変更した以外は、実施例1と同様にして、図1で示される構造を有する床構造を施工した。
Example 2
It is shown in FIG. 1 in the same manner as in Example 1 except that the thickness of the bead method foam polypropylene plate (made by Kaneka Co., Ltd .:
上記床構造の固有振動数(Hz)を測定し、防振性能を評価した。結果を表1に示す。 The natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
〔実施例3〕
タイルとして、大きさが295mm×295mm×9mm(厚さ)で重量が1.8kg/枚のタイル((株)LIXIL製:アルベルゴ)に変更した以外は、実施例1と同様にして、図1で示される構造を有する床構造を施工した。
[Example 3]
1 in the same manner as in Example 1 except that the tile was changed to a tile (size: 295 mm × 295 mm × 9 mm (thickness)) and a weight of 1.8 kg / sheet (manufactured by LIXIL Co., Ltd .: Albergo) The floor structure having the structure shown in FIG.
上記床構造の固有振動数(Hz)を測定し、防振性能を評価した。結果を表1に示す。 The natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
〔実施例4〕
緩衝材であるビーズ法発泡ポリプロピレン製の板((株)カネカ製:エペランPP20倍発泡品)を、厚さが10mm、密度が72kg/m3、動的ばね定数が125×107N/m2・mのビーズ法発泡ポリエチレン製の板((株)カネカ製:エペランXL13倍発泡品)に変更した以外は、実施例1と同様にして、図1で示される構造を有する床構造を施工した。
Example 4
Buffer made of bead method foam polypropylene plate (manufactured by Kaneka Co., Ltd .:
上記床構造の固有振動数(Hz)を測定し、防振性能を評価した。結果を表1に示す。 The natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
〔実施例5〕
緩衝材であるビーズ法発泡ポリプロピレン製の板の密度を20kg/m3((株)カネカ製:エペランPP45倍発泡品)に変更した以外は、実施例1と同様にして、図1で示される構造を有する床構造を施工した。
[Example 5]
It is shown in FIG. 1 in the same manner as in Example 1 except that the density of the plate made of foamed polypropylene as a buffer material is changed to 20 kg / m 3 (manufactured by Kaneka Co., Ltd .: Epelan PP 45 times foamed product). A floor structure with a structure was constructed.
上記床構造の固有振動数(Hz)を測定し、防振性能を評価した。結果を表1に示す。 The natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
〔比較例1〕
弾性接着層の代わりに、弾性を有しないモルタルを使用した以外は、実施例1と同様にして、床構造を施工した。モルタルの厚さは10mmとした。
Comparative Example 1
A floor structure was constructed in the same manner as in Example 1 except that a mortar having no elasticity was used instead of the elastic adhesive layer. The thickness of the mortar was 10 mm.
上記床構造の固有振動数(Hz)を測定し、防振性能を評価した。結果を表1に示す。 The natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
〔比較例2〕
図2で示される構造を有する床構造を施工した。即ち、コンクリートスラブ10上に、接着層20、緩衝材11、弾性接着層21、ケイ酸カルシウム板13、弾性接着層21、および複数のタイル12を下から順に積層し、複数のタイル12間の目地を目地材22で埋めることにより、図2で示される構造を有する床構造を施工した。
Comparative Example 2
The floor structure having the structure shown in FIG. 2 was constructed. That is, on the
上記接着層20を構成する接着剤として、実施例1で用いたウレタン系接着剤(セメダイン(株)製:UM600)を用いた。接着層の厚さは1mmとした。
As an adhesive agent which comprises the said
上記緩衝材11として、実施例2で用いたビーズ法発泡ポリプロピレン製の板((株)カネカ製:エペランPP30倍発泡品)を用いた。
As the said
上記弾性接着層21を構成する接着剤として、実施例1で用いた弾性接着剤(セメダイン(株)製:タイルエースL Pro)を用いた。弾性接着層21の厚さは1mmとした。
As an adhesive constituting the
上記ケイ酸カルシウム板13として、厚さが5mmのケイ酸カルシウム板(ニチアス(株)製:エコラックス)を用いた。
As said calcium-
上記タイル12として、実施例1で用いたタイル((株)INAX製:マックス)を用いた。タイル12間の目地幅は、3mmとした。
As the
上記目地材22を構成する目地材として、実施例1で用いた弾性接着剤(セメダイン(株)製:タイルエースL Pro)を用いた。
As a joint material which comprises the said
従って、本比較例の床構造は、実施例1,2の床構造に、さらにケイ酸カルシウム板を有する構成となっている。上記床構造の固有振動数(Hz)を測定し、防振性能を評価した。結果を表1に示す。 Therefore, the floor structure of this comparative example is configured to further have a calcium silicate plate in addition to the floor structures of Examples 1 and 2. The natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
〔比較例3〕
タイルの代わりに、大きさが400mm×400mm×8mm(厚さ)で重量が1.3kg/枚のケイカル板(ニチアス(株)製:エコラックス)以外は、実施例1と同様にして、床構造を施工した。
Comparative Example 3
A floor was prepared in the same manner as Example 1, except that the size was 400 mm × 400 mm × 8 mm (thickness) and the weight was 1.3 kg / sheet of a caikale plate (manufactured by Nichias Co., Ltd .: Ecolux). I constructed the structure.
上記床構造の固有振動数(Hz)を測定し、防振性能を評価した。結果を表1に示す。 The natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
〔比較例4〕
緩衝材であるビーズ法発泡ポリプロピレン製の板((株)カネカ製:エペランPP20倍発泡品)を、厚さが10mm、密度100kg/m3、動的ばね定数が312×107N/m2・mのビーズ法発泡ポリスチレン製の板((株)カネカ製:カネパールYD10倍発泡品)に変更した以外は、実施例1と同様にして、図1で示される構造を有する床構造を施工した。
Comparative Example 4
Buffer made of bead method foam polypropylene plate (manufactured by Kaneka Co., Ltd .:
上記床構造の固有振動数(Hz)を測定し、防振性能を評価した。結果を表1に示す。 The natural frequency (Hz) of the floor structure was measured to evaluate the vibration damping performance. The results are shown in Table 1.
表1の結果から明らかなように、本発明の一態様によれば、衝撃音を効果的に低減することができる床構造を提供することができることが分かった。 As is clear from the results of Table 1, it was found that according to one aspect of the present invention, it is possible to provide a floor structure capable of effectively reducing impact noise.
〔まとめ〕
上記課題を解決するために、本発明の一態様に係る床構造は、コンクリートスラブ上に緩衝材を介してタイルが敷設されてなる床構造であって、接着層、緩衝材、弾性接着層、および複数のタイルを下から順に備え、上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、上記タイルの面積は、80cm2以上、900cm2以下であり、上記複数のタイル間の目地が、弾性を有する目地材で埋められていることを特徴としている。
[Summary]
In order to solve the above problems, a floor structure according to an aspect of the present invention is a floor structure in which a tile is laid on a concrete slab via a buffer material, and an adhesive layer, a buffer material, an elastic adhesive layer, And a plurality of tiles in order from the bottom, and the cushioning material is a plate made of foamed polyolefin having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more, It has a size of 900 cm 2 or less, and is characterized in that the joint between the plurality of tiles is filled with an elastic joint material.
本発明の一態様に係る床構造は、上記弾性接着層は、JIS A5557:2006に規定された皮膜物性試験時の23℃における破断時の伸びが35%以上であることがより好ましい。 In the floor structure according to one aspect of the present invention, the elastic adhesive layer preferably has an elongation at break of 35% or more at 23 ° C. in the film physical property test defined in JIS A5557: 2006.
本発明の一態様に係る床構造は、上記目地材は、JIS A5758:2010に規定された引張試験における50%伸長時の応力が30kgf/cm2以下であることがより好ましい。 In the floor structure according to one aspect of the present invention, the joint material more preferably has a stress at 50% elongation of 30 kgf / cm 2 or less in a tensile test defined in JIS A 5758: 2010.
本発明の一態様に係る床構造は、上記緩衝材は、タイル1枚の面積に50kgの荷重を掛けたときの変位量が1mm以下であることがより好ましい。 In the floor structure according to one aspect of the present invention, the cushioning material more preferably has a displacement of 1 mm or less when a load of 50 kg is applied to the area of one tile.
本発明の一態様に係る床構造は、上記発泡ポリオレフィン製の板が、ビーズ法発泡ポリオレフィン製の板であることがより好ましい。 As for the floor structure concerning one mode of the present invention, it is more preferred that the board made of the above-mentioned foaming polyolefin is a board made of bead method foaming polyolefin.
本発明の一態様に係る床構造は、上記発泡ポリオレフィン製の板が、発泡ポリプロピレン製の板であることがより好ましい。 As for the floor structure concerning one mode of the present invention, it is more preferred that the board made of the above-mentioned foaming polyolefin is a board made of foaming polypropylene.
本発明の一態様に係る床構造は、上記発泡ポリプロピレン製の板は、密度が20kg/m3~60kg/m3であることがより好ましい。 In the floor structure according to one aspect of the present invention, it is more preferable that the foam polypropylene plate has a density of 20 kg / m 3 to 60 kg / m 3 .
上記課題を解決するために、本発明の一態様に係る床構造ユニットは、コンクリートスラブ上に敷設するための床構造ユニットであって、複数のタイル、弾性接着層、および緩衝材を上から順に備え、上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、上記タイルの面積は、80cm2以上、900cm2以下であり、上記複数のタイル間の目地が、弾性を有する目地材で埋められていることを特徴としている。 In order to solve the above-mentioned subject, a floor structure unit concerning one mode of the present invention is a floor structure unit for laying on a concrete slab, and a plurality of tiles, an elastic adhesive layer, and a shock absorbing material are put in order from the top The cushioning material is a foamed polyolefin board having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more and 900 cm 2 or less. The joint between the tiles is characterized in that it is filled with an elastic joint material.
本発明の一態様に係る床構造ユニットは、上記緩衝材の下に、接着層および剥離材を下に向かって順にさらに備えている、請求項6に記載の床構造ユニット。 The floor structure unit according to one aspect of the present invention further comprises an adhesive layer and a release material downward in order below the cushioning material.
上記課題を解決するために、本発明の一態様に係る床構造の製造方法は、コンクリートスラブ上に、接着剤を塗布して接着層を形成する接着層形成工程と、上記接着層上に、緩衝材を敷設する緩衝材敷設工程と、上記緩衝材上に、弾性を有する接着剤を塗布して弾性接着層を形成する弾性接着層形成工程と、上記弾性接着層上に、複数のタイルを敷設するタイル敷設工程と、上記タイル間の目地を、弾性を有する目地材で埋めて目地材を形成する目地材形成工程と、を含む床構造の製造方法であって、上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、上記タイルの面積は、80cm2以上、900cm2以下であることを特徴としている。 In order to solve the above-mentioned subject, a manufacturing method of a floor structure concerning one mode of the present invention applies an adhesives on a concrete slab, and forms an adhesion layer forming process which forms an adhesion layer, and on the above-mentioned adhesion layer, A buffer material laying step of laying a buffer material, an elastic adhesive layer forming step of applying an elastic adhesive on the buffer material to form an elastic adhesive layer, and a plurality of tiles on the elastic adhesive layer A floor structure manufacturing method comprising a tile laying step of laying and a joint material forming step of forming a joint material by filling a joint between the tiles with a joint material having elasticity, wherein the buffer material is thick. It is a foamed polyolefin board having a size of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 , and the area of the tile is 80 cm 2 or more and 900 cm 2 or less.
上記課題を解決するために、本発明の一態様に係る床構造の製造方法は、床構造ユニットを製造する床構造ユニット製造工程と、コンクリートスラブ上に、接着剤を塗布して上記床構造ユニットを敷設する床構造ユニット敷設工程と、を含む床構造の製造方法であって、上記床構造ユニット製造工程は、緩衝材上に、弾性を有する接着剤を塗布して弾性接着層を形成する弾性接着層形成工程と、上記弾性接着層上に、複数のタイルを敷設するタイル敷設工程と、上記タイル間の目地を、弾性を有する目地材で埋めて目地材を形成する目地材形成工程と、を含み、上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、上記タイルの面積は、80cm2以上、900cm2以下であることを特徴としている。 In order to solve the above-mentioned subject, the manufacturing method of the floor structure concerning one mode of the present invention applies the adhesive on the floor slab unit manufacturing process which manufactures a floor floor structure unit, and a concrete slab, and the above floor floor unit And a floor structure unit laying step of laying the floor structure unit, wherein the floor structure unit manufacturing step comprises applying an adhesive having elasticity to form an elastic adhesive layer on the buffer material. An adhesive layer forming step, a tile laying step of laying a plurality of tiles on the elastic adhesive layer, and a joint material forming step of filling the joint between the tiles with an elastic joint material to form a joint material; wherein the said cushioning material has a thickness of 7 mm ~ 25 mm, a polyolefin foam plate made of a density of 20kg / m 3 ~ 100kg / m 3, the area of the tile, 80 cm 2 or more, 900 cm 2 or less It is characterized in that.
本発明の一態様に係る床構造は、防振タイル下地材を用いた床構造であり、例えば、マンション等の集合住宅のエントランス、エレベーターホール等の床構造に好適に用いられる。 The floor structure according to an aspect of the present invention is a floor structure using a vibration-proof tile base material, and is suitably used, for example, for an entrance of an apartment complex such as an apartment, a floor structure such as an elevator hall.
1 床構造
10 コンクリートスラブ
11 緩衝材
12 タイル
20 接着層
21 弾性接着層
22 目地材
1
Claims (11)
接着層、緩衝材、弾性接着層、および複数のタイルを下から順に備え、
上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、
上記タイルの面積は、80cm2以上、900cm2以下であり、上記複数のタイル間の目地が、弾性を有する目地材で埋められている床構造。 A floor structure in which tiles are laid on a concrete slab via cushioning material,
Adhesive layer, cushioning material, elastic adhesive layer, and multiple tiles in order from the bottom,
The cushioning material is a foamed polyolefin board having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 ,
A floor structure in which the area of the tile is 80 cm 2 or more and 900 cm 2 or less, and the joint between the plurality of tiles is filled with a joint material having elasticity.
複数のタイル、弾性接着層、および緩衝材を上から順に備え、
上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、
上記タイルの面積は、80cm2以上、900cm2以下であり、上記複数のタイル間の目地が、弾性を有する目地材で埋められている床構造ユニット。 Floor construction unit for laying on concrete slabs,
Multiple tiles, elastic adhesive layer, and cushioning material, from top to bottom
The cushioning material is a foamed polyolefin board having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 ,
The floor structure unit in which the area of the tile is 80 cm 2 or more and 900 cm 2 or less, and the joint between the plurality of tiles is filled with an elastic joint material.
上記接着層上に、緩衝材を敷設する緩衝材敷設工程と、
上記緩衝材上に、弾性を有する接着剤を塗布して弾性接着層を形成する弾性接着層形成工程と、
上記弾性接着層上に、複数のタイルを敷設するタイル敷設工程と、
上記タイル間の目地を、弾性を有する目地材で埋めて目地材を形成する目地材形成工程と、を含む床構造の製造方法であって、
上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、
上記タイルの面積は、80cm2以上、900cm2以下である床構造の製造方法。 An adhesive layer forming step of applying an adhesive on a concrete slab to form an adhesive layer;
A shock absorbing material laying step of laying a shock absorbing material on the adhesive layer;
An elastic adhesive layer forming step of applying an elastic adhesive on the buffer material to form an elastic adhesive layer;
A tile laying step of laying a plurality of tiles on the elastic adhesive layer;
A joint material forming step of filling a joint between the tiles with a joint material having elasticity to form a joint material;
The cushioning material is a foamed polyolefin board having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 ,
Area of the tile, 80 cm 2 or more, the production method of the floor structure is 900 cm 2 or less.
コンクリートスラブ上に、接着剤を塗布して上記床構造ユニットを敷設する床構造ユニット敷設工程と、を含む床構造の製造方法であって、
上記床構造ユニット製造工程は、
緩衝材上に、弾性を有する接着剤を塗布して弾性接着層を形成する弾性接着層形成工程と、
上記弾性接着層上に、複数のタイルを敷設するタイル敷設工程と、
上記タイル間の目地を、弾性を有する目地材で埋めて目地材を形成する目地材形成工程と、を含み、
上記緩衝材は、厚さ7mm~25mm、密度20kg/m3~100kg/m3の発泡ポリオレフィン製の板であり、
上記タイルの面積は、80cm2以上、900cm2以下である床構造の製造方法。 Floor structure unit manufacturing process for manufacturing a floor structure unit;
A floor structure unit laying step of applying an adhesive on a concrete slab to lay the floor structure unit, and a floor structure manufacturing method,
The floor structure unit manufacturing process
An elastic adhesive layer forming step of applying an elastic adhesive on the buffer material to form an elastic adhesive layer;
A tile laying step of laying a plurality of tiles on the elastic adhesive layer;
A joint material forming step of filling the joint between the tiles with an elastic joint material to form a joint material;
The cushioning material is a foamed polyolefin board having a thickness of 7 mm to 25 mm and a density of 20 kg / m 3 to 100 kg / m 3 ,
Area of the tile, 80 cm 2 or more, the production method of the floor structure is 900 cm 2 or less.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP7627472B1 (en) | 2024-06-03 | 2025-02-06 | 株式会社関西エンジニアリング | Vibration-proof material for floating floors |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5632747U (en) * | 1979-08-20 | 1981-03-31 | ||
| JPS60500580A (en) * | 1983-02-25 | 1985-04-25 | ギイルマン,エドウア−ル ジヨルジユ ポ−ル | Wooden flooring made of wood blocks and its manufacturing method |
| JPS63500088A (en) * | 1985-05-28 | 1988-01-14 | ブラウン・ジョン・ジ− | Plumbable and soundproof modular tiles |
| JPS63289166A (en) * | 1987-05-19 | 1988-11-25 | 松下電工株式会社 | Vibration damping floor |
| JPH11148185A (en) * | 1997-11-17 | 1999-06-02 | Sekisui Chem Co Ltd | Floor panel |
| JP2000120257A (en) * | 1998-10-19 | 2000-04-25 | Sekisui Chem Co Ltd | Floor structure |
| JP2002309766A (en) * | 2001-04-17 | 2002-10-23 | Kanegafuchi Chem Ind Co Ltd | Building cushioning material and loose floor structure using it |
| JP2004360255A (en) * | 2003-06-03 | 2004-12-24 | Sekisui Chem Co Ltd | Underfloor spacer, floor heating structure, and building using it |
| US20140099487A1 (en) * | 2012-10-04 | 2014-04-10 | New Spirit China Ltd. | Floor, floor element, method of connecting a floor element to a surface beneath the floor element, method of manufacturing a floor element and kit-of parts |
-
2018
- 2018-06-07 JP JP2019525367A patent/JPWO2018235620A1/en active Pending
- 2018-06-07 WO PCT/JP2018/021874 patent/WO2018235620A1/en not_active Ceased
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5632747U (en) * | 1979-08-20 | 1981-03-31 | ||
| JPS60500580A (en) * | 1983-02-25 | 1985-04-25 | ギイルマン,エドウア−ル ジヨルジユ ポ−ル | Wooden flooring made of wood blocks and its manufacturing method |
| JPS63500088A (en) * | 1985-05-28 | 1988-01-14 | ブラウン・ジョン・ジ− | Plumbable and soundproof modular tiles |
| JPS63289166A (en) * | 1987-05-19 | 1988-11-25 | 松下電工株式会社 | Vibration damping floor |
| JPH11148185A (en) * | 1997-11-17 | 1999-06-02 | Sekisui Chem Co Ltd | Floor panel |
| JP2000120257A (en) * | 1998-10-19 | 2000-04-25 | Sekisui Chem Co Ltd | Floor structure |
| JP2002309766A (en) * | 2001-04-17 | 2002-10-23 | Kanegafuchi Chem Ind Co Ltd | Building cushioning material and loose floor structure using it |
| JP2004360255A (en) * | 2003-06-03 | 2004-12-24 | Sekisui Chem Co Ltd | Underfloor spacer, floor heating structure, and building using it |
| US20140099487A1 (en) * | 2012-10-04 | 2014-04-10 | New Spirit China Ltd. | Floor, floor element, method of connecting a floor element to a surface beneath the floor element, method of manufacturing a floor element and kit-of parts |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7627472B1 (en) | 2024-06-03 | 2025-02-06 | 株式会社関西エンジニアリング | Vibration-proof material for floating floors |
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| Publication number | Publication date |
|---|---|
| JPWO2018235620A1 (en) | 2020-04-16 |
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