JP2007070837A - Double floor structure and method of constructing the same - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a double floor structure which prevents warping and torsion of substrates, exerts high soundproofing performance, and has excellently fixed upper face plates, to thereby reduce plate squeak, and to provide a method of constructing the double floor structure. <P>SOLUTION: The double floor structure is formed of a plurality of support legs 1 which are erected from a building foundation such as a concrete slab, the plurality of rectangular substrates 2 arranged on the support legs side by side, and the upper face plates 3 arranged on the substrates 2 so as to be orthogonal to a long side of each substrate 2. The support legs 1 are arranged at locations corresponding to long side edges of the substrates 2 at intervals almost equal to a plate width of each upper face plate 3. The substrates 2 fixed to the support legs 1 thus arranged are free from overall warping and torsion, and proof against formation of small warping and torsion which are prone to occur due to the overall warping and torsion, to thereby ensure the horizontality of the entire body of the substrates 2. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention relates to a double-floor structure, and more specifically, is used to prevent floor impact noise downstairs, and becomes a floor portion through support legs upright from the foundation of a building such as a concrete slab. The present invention relates to a double floor structure in which a base material and an upper material are arranged and fixed in order, and a construction method thereof.

  Conventionally, particularly in apartment buildings, floor impact sounds caused by falling objects on the floor and footsteps of children running around, etc., are transmitted to the downstairs and cause problems in social life. . Therefore, the double floor structure prevents the noise from being transmitted downstairs by fixing the floor of the building through the support legs upright on the foundation of the building and absorbing the floor impact sound by the support legs. Proposed.

  As a double floor structure, for example, a substantially square base material made of plywood or particle board is arranged side by side on a plurality of support legs standing upright from the foundation of the building, and wood is placed on this base material. Patent Document 1 discloses a double floor structure in which upper materials such as floor materials and carpet materials are arranged side by side.

  As another conventional example, a double floor structure shown in FIGS. 3 and 4 is also used. As shown in FIG. 3, in this double floor structure, rectangular base materials 2 having a length about three times the plate width are arranged side by side on a plurality of support legs 1 upright from the foundation of a building. ing. Then, as shown in FIG. 4, an upper material 3 having a plate width of about one-sixth of the length of the long side of the base material 2 is placed on the base material 2, and the long side direction is the base material 2. Are arranged side by side so as to be orthogonal to the long side direction. The support leg 1 is arranged at the edge of the long side of the base material 2 so that the long side of the base material 2 is divided into four equal parts.

  Plywood and particle board used as a base material constituting such a double floor structure are manufactured and sold in a standardized size. However, for plywood and particle board, thinly cut thin plates (single plate / veneer plate) are bonded with an adhesive so that the grain is perpendicular to each other, or wood is chipped and heat compression molded using an adhesive. Therefore, depending on the moisture content of the wood, the degree of lamination of the thin plates, etc., it is easy to warp and twist the entire plate, and it is difficult to obtain a product with uniform level.

Japanese Utility Model Publication No. 4-72125

  Therefore, in order to create a uniform level of the base material, the installer who constructs the double floor structure fixes the base material to the support legs while adjusting the orientation so that the warp and twist of the entire base material are eliminated. However, if the warping or twisting of the base material is large or complicated, a new warping or twisting may occur between the support legs due to the reaction of fixing.

  In the conventional double floor structure as shown in FIG. 3 and FIG. 4, the support legs 1 are arranged only at positions where the long side of the base material 2 is equally divided into four, and the interval between them is the upper base material 3. It is larger than the plate width. That is, the newly generated warp or twist has an amplitude larger than the plate width of the upper base material 3, and when the upper base material is arranged side by side on the base material 2 having such a large warp or twist, the upper base material This may cause peeling or a step in the joint portion between the three members (P portion in FIG. 4), or cause a floor noise due to a gap easily formed with the base material 2.

  Moreover, in the conventional double floor structure, since the space | interval at which the support leg 1 is arrange | positioned is larger than the board | plate width of the upper base material 3, when arranging the upper base material 3 side by side on the base material 2, it is below. There are many cases where none of the support legs 1 is arranged, and there are many cases where the support legs 1 are arranged only on one of the long side edges. When walking on such an upper material 3, the weight is not uniformly transmitted to the floor surface, but is concentrated on a portion having low bending rigidity, so that the floor surface is likely to be greatly deformed. The sound pressure level in the underfloor space increases due to the generated sound, which is transmitted downstairs through the foundation and becomes noise.

  Therefore, in view of the above problems, the double floor structure of the present invention suppresses warping and twisting of the base material, has high soundproofing performance, and has a low floor noise with a well-fixed upper material. And it aims at providing the construction method.

  In order to solve the above problems, the double floor structure of the present invention includes a plurality of support legs standing upright from the foundation of a building, a plurality of rectangular base materials arranged side by side on the plurality of support legs, and a base material A double floor structure having a plurality of upper base materials arranged side by side in a state where the long side direction is orthogonal to the long side direction of the base material, and the support legs are edges on the long side of the base material It arrange | positions in the part by the space | interval which becomes below the board width of an upper material.

  The construction method of the double floor structure of the present invention includes a step of arranging a plurality of support legs upright from the foundation of the building, a step of arranging a plurality of rectangular base materials side by side on the plurality of support legs, and A plurality of upper base materials arranged side by side with the long side direction orthogonal to the long side direction of the base material. And it arrange | positions by the space | interval which becomes below the board width of an upper material.

  The support legs are arranged at the edge of the long side of the base material at an interval that is equal to or less than the plate width of the upper base material, so that the installer can eliminate the warp and twist of the entire base material. When fixing the base material to the support legs while adjusting the orientation, even if new warpage or twist occurs between the support legs due to the reaction, the amplitude becomes smaller than the plate width of the upper base material. It becomes a small thing which does not affect the upper material to be mounted later. As a result, the level of the entire base material can be easily obtained, so the level of the entire floor surface can be made uniform, and workability when arranging the upper base material side by side on the base material is also good. Become. Even if the base material is warped or twisted between the support legs, the warp or twist is small enough not to affect the upper material. Even if the materials are arranged side by side, it is possible to prevent the joint portion between the upper base materials from being peeled off, the upper base material from being warped and floating, or a step being generated at the joint portion.

  In addition, since the support legs are arranged at the edge on the long side of the base material at intervals equal to or less than the plate width of the upper base material, the number of support legs arranged below the upper base material is conventionally Therefore, even if a heavy weight is applied to the floor surface, it can be held by a plurality of support legs, and therefore, it is transmitted uniformly to the floor surface. When the weight is concentrated locally on the floor surface with few supporting legs, the part tends to vibrate up and down, which causes floor impact sound to be transmitted as noise downstairs, but according to the present invention, Since the weight is uniformly transmitted to the floor surface, local concentration of weight can be reduced, and noise downstairs can be prevented.

  Here, it is preferable that the support legs are arranged at intervals that are equal to or less than the plate width of the upper base material at the edge on the short side of the base material. Increase the bending rigidity of the base material by placing support legs at the edge of the side of the base material perpendicular to the direction of the upper base material at intervals less than the plate width of the upper material. Can be transmitted to the floor surface more evenly. Therefore, local vibration of the base material can be prevented, and noise downstairs can be further prevented.

  In addition, as a plurality of upper materials, a plurality of types of plate materials having different long sides are used, and the length of the long side of each plate material is preferably an integral multiple of half the short side length of the base material. . As a result, the degree of freedom in design when arranging the upper base material side by side is improved as compared with the conventional double floor structure in which the length of the long side of the upper base material is an integral multiple of the short side length of the base material. Therefore, even if the shape of the room is complicated, it is possible to cope with it, and it is possible to configure a floor surface having a uniform level without discharging useless waste materials.

  According to the double floor structure of the present invention, the support legs are disposed at the edge on the long side of the base material at intervals that are equal to or less than the plate width of the upper base material. Can be made uniform, and it is possible to prevent the upper base material from being lifted or peeled off, and the occurrence of a step at the joint portion between the upper base materials. In addition, since the weight can be uniformly transmitted to the floor surface, it is possible to prevent noise from downstairs, and to reduce the burden on the floor noise and the feet of people walking on the floor surface.

  Hereinafter, a double floor structure according to an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a schematic plan view showing a state in which the base material is constructed in the double floor structure in the present embodiment. FIG. 2 is a schematic plan view showing a state in which an upper base material is constructed on the base material of FIG.

  As shown in FIG. 1 and FIG. 2, the double floor structure in the present embodiment includes a plurality of support legs 1 upright from a building foundation (not shown) such as a concrete slab, and a plurality of support legs 1. A plurality of rectangular base materials 2 arranged side by side and an upper base material 3 arranged on the base material 2 in a state where the long side direction is orthogonal to the long side direction of the base material 2.

  The support leg 1 is a resin or metal leg in which a substantially square support part of 100 mm × 100 mm is provided at the end of a columnar leg part. The support leg 1 and the base material 2 are fixed by placing the base material 2 on the support part and fastening the support part and the base material 2 with a nail or a screw.

  The base material 2 is a single plate material whose size is standardized to 1820 mm × 600 mm × 20 mm, and a plywood or a particle board can be used. The base material 2 is used by cutting it into a predetermined shape based on the shape and size of the room, but the length of the long side of the base material 2 is at least 600 mm in consideration of the bending rigidity of the base material 2. Is to be secured. Standardized and commercially available plywood and particle boards are made by thinly bonding thin plates (single plate / plywood) with an adhesive so that the grain is perpendicular to each other, or wood is chipped and used with an adhesive. Since it is manufactured by heat compression molding, it has a structure in which warpage and torsion are likely to occur in the entire plate depending on the moisture content of wood, the bonding condition of thin plates, and the like.

  As the upper material 3, a standardized wooden floor material that is commercially available can be used. In this embodiment, a plate material having a size of 1820 mm × 303 mm × 12 mm is cut into a predetermined length and used. The upper material 3 has a length of a long side that is about three times the short side of the base material 2. Basically, the length of the long side of the upper material 3 is set to the short side of the base material 2 ( Six types of the upper material 3 cut into half (300 mm) shorter by 600 mm) are used. The long side of the top material 3 with the shortest length is 300 mm, which is half the short side of the base material 2.

  Next, based on the construction sequence of the double floor structure in the present embodiment, the structure will be described in more detail.

  First, the arrangement of the base material 2 is designed based on the shape and size of the room. As described above, in consideration of the bending rigidity of the base material 2, the minimum length of the long side of the base material 2 must be 600 mm, so that the waste material is used as much as possible to satisfy this size. The base material 2 is designed so as not to be discharged, and if a material having a size of 1820 mm × 600 mm cannot be used, the base material 2 is cut into a desired shape.

  If it is assumed that the base material 2 is arranged based on the shape and size of the room, the base material 2 has the same interval as the plate width (303 mm) of the upper base material 3 at the position of the edge on the long side. The support legs 1 are arranged as described above. In addition, the support legs 1 are also arranged at the center of the edge on the short side of the base material 2. If the length of the base material 2 is adjusted to the size and shape of the room and the length of the long side of the base material 2 does not become an integer multiple of the plate width of the top material 3, The support legs 1 are arranged so as to have an interval shorter than the plate width of the material 3 (see section A in FIG. 1). After the support legs 1 are thus arranged, the base material 2 is next arranged on the support legs 1.

  As described above, since the base material 2 is a plywood or particle board that is likely to be warped or twisted in the manufacturing stage, when the base material 2 is fixed to the support leg 1, the warp and twist of the entire base material 2 are eliminated. In such a manner that the orientation is adjusted, the support legs 1 are arranged side by side and fastened with screws, nails or the like, and fixed to the support legs 1.

  In the present embodiment, the support legs 1 are arranged at substantially the same interval as the plate width of the upper base material 3 along the edge on the long side of the base material 2. It is about half the length of the side. Accordingly, the base material 2 fixed to the support legs 1 arranged at such intervals is in a state in which the entire warp and twist are eliminated, and the small warp and twist that are likely to occur due to the reaction are less likely to occur. The level of the whole material 2 can be ensured. Moreover, since the support leg 1 is also arrange | positioned also in the center of the edge part by the side of the short side of the base material 2, even if curvature and the twist have arisen in the short side direction of the base material 2, it can eliminate them. it can. Therefore, there is no level difference at the joint between the base materials 2, and there is formed a flat surface having a uniform level with no difference in height from the adjacent base material 2.

  Next, the upper base material 3 is arranged side by side on the base material 2 and fixed with a fastener such as a nail or a screw. As described above, in the present embodiment, the floor surface formed of the base material 2 already has a uniform level. Therefore, the operation of adjusting the height of the support leg 1 which has been conventionally performed to ensure the levelness is unnecessary in the present embodiment. Therefore, the number of steps when constructing the double floor structure can be reduced by one.

  As shown in FIG. 2, the upper base material 3 is arranged in order from the longest side among the six types having different lengths. Since the length of the long side of the upper base material 3 is shortened by half of the length of the short side of the base material 2, the end portion is a joint between the base materials 2 and the central part of the base material 2 in the short side direction. Are arranged alternately.

  As shown in FIG. 4, in the conventional double floor structure, when the end portion of the upper base material 3 is located at the joint portion between the base materials 2, the base materials 2 are joined by warpage or twisting of the base material 2. Due to the level difference generated in the part, the upper material 3 is likely to be lifted or peeled off. However, in the present embodiment, as described above, since the support legs 1 are arranged at substantially the same interval as the plate width of the upper base material 3, it becomes easy to eliminate warping and twisting of the entire base material 2, Since the level of the entire base material 2 can be ensured, the structure has a structure in which a step at the joint portion between the base materials 2 hardly occurs. Therefore, according to this Embodiment, even if the edge part of the upper base material 3 is located in the junction part of the base materials 2, the upper base material 3 becomes difficult to raise | lift or peel.

  According to the double floor structure of the present embodiment configured as described above, the support legs 1 are arranged at substantially the same interval as the plate width of the upper base material 3 or at intervals shorter than the plate width of the upper base material 3. As a result, as shown in FIG. 2, the support leg 1 is disposed at the edge of the upper side of most of the upper material 3. Thereby, even if it walks on the floor surface formed with the upper material 3, since a weight is supported with the some support leg 1, weight tends to be transmitted uniformly with respect to a floor surface. That is, since the weight does not concentrate locally, the floor surface does not vibrate partially and vibrates up and down. Therefore, floor impact sound caused by local vibration of the floor surface can be reduced, and noise downstairs can be prevented.

  In addition, according to the double floor structure of the present embodiment, the support legs 1 are arranged at substantially the same interval as the plate width of the upper base material 3 or at an interval shorter than the plate width of the upper base material 3. When the base material 2 is fixed to the support leg 1 while adjusting the orientation so that the warp and twist of the whole material 2 are eliminated, even if a new warp or twist occurs due to the reaction, the amplitude is It is smaller than the plate width of the base material 3. Therefore, even if the upper base material 3 is arranged side by side on the base material 2, the upper base material 3 is not easily affected by the warping or twisting of the base material 2, and the upper base material 3 warps and rises or has a step at the joint. Can be prevented.

  In addition, if the floor surface is not stable due to warping or twisting of the base material 2, when a person walks on the floor surface, a gap is generated between the base material 2 and the upper base material 3, and a noise occurs. , Or put a burden on the feet of walking people. However, according to the double structure of the present embodiment, the support legs 1 are arranged at substantially the same interval as the plate width of the upper base material 3 or at an interval shorter than the plate width of the upper base material 3. 2 to ensure the level of the entire surface so that no gap is formed between the base material 2 and the upper material 3, and even if a slight gap is generated, the weight on the floor surface is reduced by the plurality of support legs 1. Because it can be supported by, it can be made a stable floor surface, and it does not cause squealing and does not put a burden on the legs of walking people.

  Further, according to the double floor structure of the present embodiment, the support legs 1 are arranged at intervals shorter than the plate width of the upper base material 3, so that the base material 2 can be formed regardless of the shape of the base material 2. Since the upper material 3 arranged side by side has a structure in which one or more support legs 1 are arranged, the floor surface can be stabilized. Therefore, as long as the bending rigidity of the base material 2 is taken into consideration, the arrangement of the base material 2 can be designed so as not to waste as much as possible according to the size and shape of the room. The load on the environment can be reduced.

  In addition, according to the double floor structure of the present embodiment, the base material 2 having an aspect ratio of 3: 1 and the plate width of the upper base material 3 are half the length of the short side of the base material 2. 2 and the upper base material 3 shortened by half of the short side of the base material 2 are arranged side by side in order from the longest side, so that a square unit as shown in part B in FIG. It becomes easy to compose. By configuring such a square unit, not only can the force applied perpendicular to the floor surface be stably maintained, but even when stress from a lateral direction parallel to the floor surface is applied, it is easy to disperse evenly. It is possible to prevent a part of the upper material 3 from being lifted or peeled off. Therefore, according to the double floor structure of the present embodiment, it is possible to provide a double floor structure that is resistant to stress from the lateral direction parallel to the floor surface, which is not normally applied, such as an earthquake.

  As mentioned above, although embodiment of this invention has been described, this invention is not limited to the said embodiment, A support leg is the board | plate width of a top material in the long side direction edge part of a base material. If it arrange | positions so that it may become the space | interval which becomes the following, about the magnitude | size and shape of a base material or an upper base material, it can apply suitably according to the magnitude | size and shape of a room.

  According to the present invention, since the leveling of the floor surface can be ensured by suppressing the warping and twisting of the base material, the soundproofing performance is high, and the double flooring with low flooring with the upper material fixed well. It can be suitably used as a floor structure and its construction method.

It is a schematic plan view which shows the state constructed to the base material among the double floor structures in this Embodiment. It is a schematic plan view which shows a mode that a base material is constructed on the base material of FIG. It is a schematic plan view which shows the state constructed to the base material among the conventional double floor structures. It is a schematic plan view which shows a mode that a base material is constructed on the base material of FIG.

Explanation of symbols

1 Support leg 2 Base material 3 Upper material

Claims (4)

Multiple support legs upright from the foundation of the building;
A plurality of rectangular base materials arranged side by side on the plurality of support legs;
On the base material, a double floor structure comprising a plurality of upper base materials arranged side by side in a state where the long side direction is orthogonal to the long side direction of the base material,
The said support leg is the double floor structure arrange | positioned by the space | interval which becomes below the board width of the said upper material at the edge part of the long side of the said base material.   2. The double floor structure according to claim 1, wherein the support legs are also disposed at an edge portion on a short side of the base material at an interval equal to or less than a plate width of the upper material. As the plurality of upper material, a plurality of types of plate materials having different long side lengths are used,
The double floor structure according to claim 1 or 2, wherein the length of the long side of each plate member is a length obtained by multiplying half of the short side length of the base material by an integer. Arranging a plurality of support legs upright from the foundation of the building;
Arranging a plurality of rectangular base materials side by side on the plurality of support legs; and
A step of arranging a plurality of upper base materials side by side in a state in which the long side direction is orthogonal to the long side direction of the base material on the base material,
The construction method of the double floor structure characterized by arrange | positioning the said support leg to the edge part of the long side of the said base material at the space | interval which is below the board width of the said upper material.

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