JP2020026660A - Floor structure - Google Patents

Floor structure Download PDF

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JP2020026660A
JP2020026660A JP2018151503A JP2018151503A JP2020026660A JP 2020026660 A JP2020026660 A JP 2020026660A JP 2018151503 A JP2018151503 A JP 2018151503A JP 2018151503 A JP2018151503 A JP 2018151503A JP 2020026660 A JP2020026660 A JP 2020026660A
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floor
layer
heavy
clt
plate
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直人 松岡
Naoto Matsuoka
直人 松岡
近藤 誠一
Seiichi Kondo
誠一 近藤
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Kumagai Gumi Co Ltd
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Kumagai Gumi Co Ltd
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Abstract

To provide a floor structure using CLT capable of reducing heavy floor impact sound and reducing a construction period.SOLUTION: A floor structure 1 comprises: a floor main layer 20 formed by arranging side by side a plurality of floor members (CKT floor members 2) formed with CLT (cross laminated timber plate); and a heavy floor impact sound reducing layer 40 formed by arranging side by side plates materials (ALC plates 4) whose specific gravity is larger than that of the floor members (CKT floor members 2) on the floor main layer 20.SELECTED DRAWING: Figure 1

Description

本発明は、CLT(Cross Laminated Timber(直交集成板))を用いて構成された床構造に関する。   The present invention relates to a floor structure configured using CLT (Cross Laminated Timber).

CLTを活用した壁式構造又は軸組構造で構築された学校、ホテル、集合住宅、老人ホーム、役所などの中規模、大規模の木造建築物が知られている。
CLTを活用した木造建築物は、3階建て程度の中規模なものであれば、壁と床をCLTとした壁式構造が採用されることが多い。また、中規模、大規模の木造建築物になると、壁式構造の他、柱及び梁のある軸組構造が採用され、その床にCLTが活用される。
例えば、対向する一対の梁間にCLTを用いた床板(CLT床板)を設置した床構造が知られている(特許文献1参照)。
従来、CLT床板は、例えば、厚さ150mm又は210mm、短辺の長さが最大3m程度まで、長辺の長さが最大12m程度までの長方形板に形成されたものを用い、当該CLT床板をそのまま梁間上に並ぶように設置して、CLT床を構築している。
一方、このようなCLT床は、木製床であることから、鉄筋コンクリート床と比較した場合、比重が小さくて軽いため、特に重量床衝撃音に対する遮音性能を確保することが難しい。
そこで、特に重量床衝撃音対策を施した床構造として、図2に示すように、CLT床材を複数並べて形成された床主体層101の上にコンクリート102を打設した床構造100(非特許文献1参照)、あるいは、CLT床材を複数並べて形成された床主体層の上にモルタルを打設した床構造(非特許文献2参照)等が知られている。
2. Description of the Related Art There are known medium-sized and large-scale wooden buildings such as schools, hotels, apartment buildings, nursing homes, and government offices that are constructed with a wall-type structure or a frame structure using CLT.
If a wooden building utilizing CLT is a medium-sized one of about three stories, a wall-type structure in which walls and floors are CLT is often adopted. In addition, in the case of a medium-sized or large-scale wooden building, a framed structure having columns and beams is adopted in addition to a wall-type structure, and CLT is used for its floor.
For example, a floor structure in which a floor plate using CLT (CLT floor plate) is installed between a pair of opposed beams is known (see Patent Document 1).
Conventionally, the CLT floorboard is, for example, a 150 mm or 210 mm thick, the length of the short side is up to about 3 m, the length of the long side is formed into a rectangular plate up to about 12 m, using the CLT floorboard, The CLT floor is constructed by laying it directly above the beams.
On the other hand, since such a CLT floor is a wooden floor, it has a smaller specific gravity and is lighter than a reinforced concrete floor, so that it is difficult to secure sound insulation performance particularly against heavy floor impact noise.
Therefore, as a floor structure particularly taking measures against heavy floor impact noise, as shown in FIG. 2, a floor structure 100 in which concrete 102 is cast on a floor main layer 101 formed by arranging a plurality of CLT floor materials (non-patented). There is known a floor structure in which a mortar is cast on a floor main layer formed by arranging a plurality of CLT floor materials (see Non-Patent Document 2).

特開2017−25524号公報JP 2017-25524 A

カナダバンクーバの「ブロックコモンズ」、日経アーキテクチャー「世界の木造デザイン」、2017年6月26日、p63。"Block Commons" in Vancouver, Canada, Nikkei Architecture "Wooden Wooden Design", June 26, 2017, p63. ハウステンボス「変なホテル・ウエストアーム」、新建築、2016年7月号、p113。Huis Ten Bosch "Weird Hotel West Arm", New Architecture, July 2016, p113.

しかしながら、上述したような、床主体層の上にコンクリートを打設した床構造や床主体層の上にモルタルを打設した床構造においては、湿式工法のため、コンクリートやモルタルの乾燥期間が必要となり、工期が長くなるという欠点がある。
本発明は、CLTを用いた床構造であって、重量床衝撃音を低減できるとともに、工期短縮を図ることができる床構造を提供するものである。
However, as described above, in a floor structure in which concrete is cast on the floor main layer or a floor structure in which mortar is cast on the floor main layer, a drying period of the concrete or mortar is required due to the wet construction method. And there is a disadvantage that the construction period becomes longer.
The present invention provides a floor structure using a CLT, which can reduce a heavy floor impact sound and can shorten a construction period.

本発明に係る床構造によれば、直交集成板により形成された床材を複数並べて形成された床主体層と、当該床主体層の上に床材の比重よりも大きい比重の板材を複数並べて形成された重量床衝撃音低減層とを備えたので、CLTを用いた床構造であって、重量床衝撃音を低減できるとともに、重量床衝撃音低減層の施工を乾式工法で実現できるようになるので、工期短縮を図ることができる床構造を提供できる。
また、重量床衝撃音低減層の上に表面板を複数並べて形成された表面層を備え、表面層を形成する表面板と重量床衝撃音低減層を形成する板材と床主体層を形成する床材とが固定手段により一体化されたので、重量床衝撃音をより低減できる。
また、床主体層の上面と重量床衝撃音低減層の下面との間に緩衝層を備えたので、重量床衝撃音をより低減できる。
また、重量床衝撃音低減層の上に表面板を複数並べて形成された表面層を備え、表面層を形成する表面板と重量床衝撃音低減層を形成する板材と緩衝層を形成する緩衝材と床主体層を形成する床材とが固定手段により一体化されたので、重量床衝撃音をさらに低減できる。
また、板材が軽量気泡コンクリート板であるので、重量床衝撃音を低減できるとともに、工期短縮を図ることができる床構造を提供できる。
According to the floor structure of the present invention, a floor main layer formed by arranging a plurality of floor members formed by orthogonally laminated plates, and a plurality of plate members having a specific gravity larger than the specific gravity of the floor material are arranged on the floor main layer. With the formed floor impact noise reduction layer, the floor structure using CLT can reduce the weight floor impact sound, and the construction of the floor impact noise reduction layer can be realized by dry method. Therefore, a floor structure capable of shortening the construction period can be provided.
A surface layer formed by arranging a plurality of surface plates on the heavy floor impact sound reduction layer, a surface plate forming the surface layer, a plate material forming the heavy floor impact sound reduction layer, and a floor forming the floor main layer Since the material is integrated with the fixing means, the heavy floor impact sound can be further reduced.
Further, since the buffer layer is provided between the upper surface of the floor main layer and the lower surface of the heavy floor impact sound reducing layer, the heavy floor impact sound can be further reduced.
In addition, a surface layer formed by arranging a plurality of surface plates on the heavy floor impact sound reduction layer is provided, and a surface plate forming the surface layer, a plate material forming the heavy floor impact sound reduction layer, and a cushioning material forming the buffer layer are provided. Since the floor and the floor material forming the floor main layer are integrated by the fixing means, the heavy floor impact noise can be further reduced.
Further, since the plate material is a lightweight cellular concrete plate, it is possible to provide a floor structure capable of reducing a heavy floor impact sound and shortening a construction period.

実施形態1の床構造を示す断面図。FIG. 2 is a cross-sectional view illustrating the floor structure according to the first embodiment. 従来の床構造の一例を示す断面図。Sectional drawing which shows an example of the conventional floor structure.

実施形態1
図1に示すように、実施形態1に係る床構造1は、CLTにより形成されたCLT床材2を複数並べて形成された床主体層20と、当該床主体層20の上面21に設けられた緩衝材3により形成された緩衝層30と、緩衝層30の上面31にCLT床材2の比重よりも大きい比重の板材としてのALC(軽量気泡コンクリート)板4を複数並べて形成された重量床衝撃音低減層40と、重量床衝撃音低減層40の上に表面板としての合板5を複数並べて形成された表面層50とを備え、固定手段としてのビス6が、合板5、ALC板4、緩衝材3を貫通するようにねじ込まれてCLT床材2に固定されたことにより、表面層50を形成する合板5と重量床衝撃音低減層40を形成するALC板4と緩衝層30を形成する緩衝材3と床主体層20を形成するCLT床材2とが一体化されて構成される。
Embodiment 1
As shown in FIG. 1, the floor structure 1 according to the first embodiment is provided on a floor main layer 20 formed by arranging a plurality of CLT floor members 2 formed by CLT and on an upper surface 21 of the floor main layer 20. Heavy floor impact formed by arranging a plurality of ALC (lightweight cellular concrete) plates 4 as a plate material having a specific gravity larger than the specific gravity of the CLT floor material 2 on the upper surface 31 of the buffer layer 30 formed by the buffer material 3 and the upper surface 31 of the buffer layer 30 A sound reduction layer 40, and a surface layer 50 formed by arranging a plurality of plywoods 5 as a surface plate on the heavy floor impact sound reduction layer 40, and screws 6 as fixing means are provided with the plywood 5, the ALC plate 4, The plywood 5 forming the surface layer 50, the ALC plate 4 forming the heavy floor impact sound reduction layer 40, and the buffer layer 30 are formed by being screwed so as to penetrate the buffer material 3 and being fixed to the CLT flooring 2. Cushioning material 3 and floor main layer 2 And CLT flooring 2 to form the constitute are integrated.

床主体層20は、例えば、互いに平行に対向して上面が同一水平面上に位置するように配置された図外の一対の大梁又は土台間に、複数のCLT床材2,2…が、当該一対の大梁又は土台の延長方向に沿って並ぶように配置されて構成される。
尚、CLTとは、農林水産省告示第3079号に規定されたように、「ひき板又は小角材(これらをその繊維方向を互いにほぼ平行にして長さ方向に接合接着して調整したものを含む。)をその繊維方向を互いにほぼ平行にして幅方向に並べ又は接着したものを、主としてその繊維方向を互いにほぼ直角にして積層接着し3層以上の構造を持たせた一般材」である。
The floor main body layer 20 includes, for example, a plurality of CLT floor members 2, 2... Between a pair of girders or bases (not shown) arranged so that the upper surfaces are located on the same horizontal plane facing each other in parallel. A pair of girders or bases are arranged and arranged along the extending direction of the base.
In addition, CLT is defined as “a sawn board or a small squared wood (which is obtained by joining and adhering them in the length direction with their fiber directions substantially parallel to each other) as specified in the Ministry of Agriculture, Forestry and Fisheries Notification No. 3079. Is a general material in which three or more layers are laminated and bonded with their fiber directions substantially parallel to each other and arranged and bonded in the width direction, mainly with their fiber directions substantially perpendicular to each other. " .

緩衝層30は、面が床主体層20の上面21と対面するように当該床主体層20の上面21に例えばシート状の複数の緩衝材3,3…が並ぶように配置されて構成される。
重量床衝撃音低減層40は、板面が床主体層20の上面21と対向するように緩衝層30の上面31に複数のALC板4,4…が並ぶように配置されて構成される。
表面層50は、板面が重量床衝撃音低減層40の上面41と対面するように当該重量床衝撃音低減層40の上面41に複数の合板5,5…が並ぶように配置されて構成される。
The buffer layer 30 is configured such that, for example, a plurality of sheet-like cushioning materials 3 are arranged on the upper surface 21 of the floor main layer 20 so that the surface faces the upper surface 21 of the floor main layer 20. .
The heavy floor impact sound reducing layer 40 is configured such that a plurality of ALC plates 4, 4,... Are arranged on the upper surface 31 of the buffer layer 30 so that the plate surface faces the upper surface 21 of the floor main layer 20.
The surface layer 50 is configured such that a plurality of plywoods 5, 5... Are arranged on the upper surface 41 of the heavy floor impact sound reducing layer 40 such that the plate surface faces the upper surface 41 of the heavy floor impact sound reducing layer 40. Is done.

CLT床材2は、例えば、厚さ寸法が210mm程度のものを用いる。
緩衝材3は、例えば、厚さ寸法が10mm程度のものを用いる。
ALC板4は、例えば、厚さ寸法が100mm程度のものを用いる。
合板5は、例えば、厚さ寸法が12.5mm程度のものを用いる。
For example, the CLT flooring 2 has a thickness of about 210 mm.
As the cushioning material 3, for example, a material having a thickness of about 10 mm is used.
The ALC plate 4 has a thickness of, for example, about 100 mm.
The plywood 5 has a thickness of about 12.5 mm, for example.

実施形態1に係る床構造1によれば、床主体層20の上に緩衝層30を介して設ける板材としてCLT床材2よりも比重の大きいALC板4を用いて重量床衝撃音低減層40を形成した。即ち、ALC板4の比重は、0.6ton/mであるのに対して、CLT床材2の比重は、0.45ton/mである。
従って、実施形態1によれば、重量床衝撃音に対する遮音性能が低い床主体層20の上に緩衝層30を介して複数のALC板4,4…を並べて形成された重量床衝撃音低減層40による重量床衝撃音低減効果によって、CLTを用いた床構造において重量床衝撃音に対する遮音性能を良くできる床構造1を提供できる。
また、緩衝層30の上に形成する重量床衝撃音低減層40の施工は、緩衝層30の上に複数のALC板4,4…を並べて設置する乾式工法によって実現できるようになるため、コンクリートやモルタルを打設する湿式工法と比べて、工期を短縮できる。
また、ALC板4の比重は、0.6ton/mであり、軽量であるので、床主体層20の上に緩衝層30を介して複数のALC板4,4…を並べて重量床衝撃音低減層40を形成する作業を容易に行え、床構造1を、容易、かつ、短期間で構築できるようになる。
即ち、CLTを用いた床構造であって、重量床衝撃音を低減できるとともに、工期短縮を図ることができる床構造1を提供できるようになる。
According to the floor structure 1 according to the first embodiment, the ALC board 4 having a higher specific gravity than the CLT flooring 2 is used as the board provided on the floor main layer 20 via the buffer layer 30, and the heavy floor impact sound reducing layer 40 is used. Was formed. That is, the specific gravity of the ALC plate 4 is 0.6 ton / m 3 , while the specific gravity of the CLT flooring 2 is 0.45 ton / m 3 .
Therefore, according to the first embodiment, the heavy floor impact sound reducing layer formed by arranging the plurality of ALC plates 4, 4... Via the buffer layer 30 on the floor main layer 20 having a low sound insulation performance against the heavy floor impact sound. The floor structure 1 which can improve the sound insulation performance against the heavy floor impact sound in the floor structure using the CLT can be provided by the heavy floor impact sound reduction effect by the 40.
In addition, since the construction of the heavy floor impact sound reduction layer 40 formed on the buffer layer 30 can be realized by a dry construction method in which a plurality of ALC plates 4, 4,... The construction period can be shortened compared to the wet construction method in which mortar is poured.
The specific gravity of the ALC plate 4 is 0.6 ton / m 3 , and since it is lightweight, a plurality of ALC plates 4, 4. The operation of forming the reduction layer 40 can be easily performed, and the floor structure 1 can be easily and quickly constructed.
That is, it is possible to provide the floor structure 1 which is a floor structure using the CLT and can reduce the heavy floor impact sound and shorten the construction period.

さらに、床主体層20の上面21と重量床衝撃音低減層40の下面42との間に緩衝層30を設けた構成としたので、床主体層20の上面21と重量床衝撃音低減層40の下面42との間に微小な空気層(隙間)が形成されてしまうことを防止できて、当該微小な空気層での共振現象等に伴う音の発生を防止できるようになるので、CLTを用いた床構造において重量床衝撃音に対する遮音性能が向上する床構造1を提供できるようになる。   Further, since the buffer layer 30 is provided between the upper surface 21 of the floor main layer 20 and the lower surface 42 of the heavy floor impact sound reducing layer 40, the upper surface 21 of the floor main layer 20 and the heavy floor impact sound reducing layer 40 are provided. A small air layer (gap) can be prevented from being formed between the lower layer 42 and the lower surface 42, and the generation of sound due to a resonance phenomenon or the like in the minute air layer can be prevented. It is possible to provide the floor structure 1 in which the sound insulation performance against the heavy floor impact sound is improved in the used floor structure.

尚、緩衝層30を形成する緩衝材3としては、重量床衝撃音低減層40及び表面層50の荷重を受けつつ、変形及び復元して、固体層である床主体層20の上面21と重量床衝撃音低減層40の下面42との間に生じる微小な隙間を塞ぐことが可能な材料、例えば、合成ゴム発泡体や、化学架橋ポリエチレン樹脂発泡体等により形成された可撓性シート等を使用すればよい。   The cushioning material 3 forming the cushioning layer 30 is deformed and restored while receiving the load of the heavy floor impact sound reduction layer 40 and the surface layer 50, and is brought into contact with the upper surface 21 of the floor main layer 20 which is a solid layer. A material capable of closing a minute gap formed between the floor impact noise reduction layer 40 and the lower surface 42, for example, a flexible sheet formed of a synthetic rubber foam, a chemically cross-linked polyethylene resin foam, or the like. Just use it.

また、重量床衝撃音低減層40の上に表面層50を形成し、ビス6を用いて、表面層50を形成する合板5と重量床衝撃音低減層40を形成するALC板4と緩衝層30を形成する緩衝材3と床主体層20を形成するCLT床材2とを一体化させた構造としたので、CLTを用いた床構造において重量床衝撃音に対する遮音性能がより向上する床構造1を提供できるようになる。
また、ビス6を用いて、合板5とALC板4と緩衝材3とCLT床材2とを一体化させたので、地震時等において、各部材同士のずれを防止できる。
また、重量床衝撃音低減層40の上に合板5による表面層50を備えたので、床構造1の上に支持脚を配置して所謂二重床を構築する場合において、支持脚を介して重量床衝撃音低減層40のALC板4に荷重が集中して加わってしまうことを防止でき、ALC板4が割れてしまうようなことを防止できるようになる。
Further, a surface layer 50 is formed on the heavy floor impact sound reducing layer 40, and a plywood 5 forming the surface layer 50, an ALC plate 4 forming the heavy floor impact sound reducing layer 40, and a buffer layer are formed using screws 6. Since the cushioning material 3 forming the base material 30 and the CLT flooring material 2 forming the floor main layer 20 are integrated, the floor structure using the CLT further improves the sound insulation performance against heavy floor impact noise. 1 can be provided.
In addition, since the plywood 5, the ALC plate 4, the cushioning material 3, and the CLT floor material 2 are integrated by using the screw 6, displacement of each member can be prevented during an earthquake or the like.
In addition, since the surface layer 50 of the plywood 5 is provided on the heavy floor impact sound reduction layer 40, when the support legs are arranged on the floor structure 1 and a so-called double floor is constructed, the support legs are provided via the support legs. The load can be prevented from being concentrated on the ALC plate 4 of the heavy floor impact noise reduction layer 40, and the ALC plate 4 can be prevented from being cracked.

実施形態2
実施形態1では、ビス6を用いて、合板5とALC板4と緩衝材3とCLT床材2とを一体化させた床構造1を例示したが、長さ寸法の短いビスを用いて、合板5とALC板4とを一体化させた床構造としてもよい。
実施形態2による床構造の場合、緩衝層30よりも上方に位置される重量床衝撃音低減層40と表面層50とで構成された上部層と床主体層20とが緩衝層30を介して互いに独立した構成となるため、上部層と床主体層20とが個別に揺れる。しかしながら、実施形態2による床構造においても、緩衝層30を備えていることにより、床主体層20の上面21と重量床衝撃音低減層40の下面42との間に微小な空気層が形成されてしまうことを防止できるとともに、上部層と床主体層20とが緩衝層30により弾性的に連結されたような構成となるため、重量床衝撃音を低減できるとともに、工期短縮を図ることができる床構造を提供できるようになる。
Embodiment 2
In the first embodiment, the floor structure 1 in which the plywood 5, the ALC plate 4, the cushioning material 3, and the CLT flooring 2 are integrated by using the screws 6, is exemplified. A floor structure in which the plywood 5 and the ALC board 4 are integrated may be used.
In the case of the floor structure according to the second embodiment, the upper layer composed of the heavy floor impact sound reduction layer 40 and the surface layer 50 located above the buffer layer 30 and the floor main layer 20 via the buffer layer 30. Since the structures are independent from each other, the upper layer and the floor main layer 20 swing individually. However, also in the floor structure according to the second embodiment, the provision of the buffer layer 30 causes a minute air layer to be formed between the upper surface 21 of the floor main layer 20 and the lower surface 42 of the heavy floor impact sound reduction layer 40. Can be prevented, and the upper layer and the floor main layer 20 are elastically connected by the buffer layer 30, so that the heavy floor impact noise can be reduced and the construction period can be shortened. A floor structure can be provided.

実施形態3
実施形態1では、ビス6を用いて、合板5とALC板4と緩衝材3とCLT床材2とを一体化させた床構造1を例示したが、CLT床材2を複数並べて形成された床主体層20の上に緩衝層30を形成し、緩衝層30の上に板材としてのALC板4を複数並べて重量床衝撃音低減層40を形成し、ALC板4と緩衝材3とCLT床材2とを一体化させない床構造としてもよい。
即ち、CLT床材2を複数並べて形成された床主体層20と、床主体層20の上に形成された緩衝層30と、緩衝層30の上にALC板4を複数並べて形成された重量床衝撃音低減層40とで構成された床構造としてもよい。
当該実施形態3による床構造であっても、CLTを用いた床構造において、重量床衝撃音低減層40及び緩衝層30を備えたので、重量床衝撃音を低減できるとともに、工期短縮を図ることができる床構造を提供できるようになる。
Embodiment 3
In the first embodiment, the floor structure 1 in which the plywood 5, the ALC plate 4, the cushioning material 3, and the CLT flooring 2 are integrated by using the screw 6 is exemplified, but a plurality of the CLT flooring 2 are formed side by side. A buffer layer 30 is formed on the floor main layer 20, and a plurality of ALC plates 4 are arranged on the buffer layer 30 to form a heavy floor impact sound reduction layer 40. The ALC plate 4, the buffer material 3, and the CLT floor are formed. A floor structure that does not integrate the material 2 may be used.
That is, a floor main layer 20 formed by arranging a plurality of CLT floor members 2, a buffer layer 30 formed on the floor main layer 20, and a heavy floor formed by arranging a plurality of ALC plates 4 on the buffer layer 30. A floor structure including the impact sound reduction layer 40 may be used.
Even with the floor structure according to the third embodiment, since the floor structure using the CLT includes the heavy floor impact sound reduction layer 40 and the buffer layer 30, the heavy floor impact sound can be reduced and the construction period can be shortened. Floor structure that can be provided.

実施形態4
また、CLT床材2を複数並べて形成された床主体層20の上に板材としてのALC板4を複数並べて重量床衝撃音低減層40を形成し、ALC板4とCLT床材2とを一体化させない床構造であってもよい。
即ち、CLT床材2を複数並べて形成された床主体層20と、床主体層20の上にALC板4を複数並べて形成された重量床衝撃音低減層40とで構成された床構造としてもよい。
当該実施形態4による床構造であっても、CLTを用いた床構造において、重量床衝撃音低減層40を備えたので、重量床衝撃音を低減できるとともに、工期短縮を図ることができる床構造を提供できるようになる。
Embodiment 4
Also, a plurality of ALC plates 4 as plate materials are arranged on a floor main layer 20 formed by arranging a plurality of CLT floor materials 2 to form a heavy floor impact noise reduction layer 40, and the ALC plate 4 and the CLT floor material 2 are integrated. The floor structure may not be changed.
That is, a floor structure constituted by a floor main layer 20 formed by arranging a plurality of CLT floor members 2 and a heavy floor impact sound reduction layer 40 formed by arranging a plurality of ALC plates 4 on the floor main layer 20 may also be used. Good.
Even in the floor structure according to the fourth embodiment, since the floor structure using the CLT is provided with the heavy floor impact sound reducing layer 40, the floor structure can reduce the heavy floor impact sound and shorten the construction period. Can be provided.

実施形態5
CLT床材2を複数並べて形成された床主体層20と、床主体層20の上にALC板4を複数並べて形成された重量床衝撃音低減層40と、重量床衝撃音低減層40の上に合板5を複数並べて形成された表面層50とを備え、表面層50を形成する合板5と重量床衝撃音低減層40を形成するALC板4と床主体層20を形成するCLT床材2とが固定手段としてのビス6により一体化された構成の床構造としてもよい。
当該実施形態5による床構造であっても、CLTを用いた床構造において、重量床衝撃音低減層40を備えるとともに、ビス6を用いて、表面層50を形成する合板5と重量床衝撃音低減層40を形成するALC板4と床主体層20を形成するCLT床材2とを一体化させたので、重量床衝撃音を低減できるとともに、工期短縮を図ることができる床構造を提供できるようになる。
Embodiment 5
A floor main layer 20 formed by arranging a plurality of CLT floor members 2, a heavy floor impact sound reduction layer 40 formed by arranging a plurality of ALC plates 4 on the floor main layer 20, and a heavy floor impact sound reduction layer 40 A plywood 5 forming the surface layer 50, an ALC plate 4 forming the heavy floor impact sound reduction layer 40, and a CLT flooring 2 forming the floor main layer 20. The floor structure may be configured such that these are integrated by screws 6 as fixing means.
Even in the floor structure according to the fifth embodiment, in the floor structure using CLT, the weight floor impact sound reduction layer 40 is provided, and the plywood 5 forming the surface layer 50 and the heavy floor impact sound are formed using the screws 6. Since the ALC plate 4 forming the reduction layer 40 and the CLT floor material 2 forming the floor main layer 20 are integrated, it is possible to provide a floor structure capable of reducing heavy floor impact noise and shortening the construction period. Become like

尚、上記では、重量床衝撃音低減層40を形成する板材として、比重がCLT床材2の比重より大きいALC板4を用いた例を示したが、重量床衝撃音低減層40を形成する板材は、比重がCLT床材2の比重(0.45ton/m)より大きい材料により形成された板材であればよい。即ち、重量床衝撃音低減層40を形成する板としては、ALC以外の材料により形成された板、例えば、鉄板(比重7.85(ton/m))、プレキャストコンクリート板(比重2.85(ton/m))等の板材を用いるようにしても良い。 In the above description, an example in which the ALC plate 4 having a specific gravity larger than the specific gravity of the CLT floor material 2 is used as the plate material forming the heavy floor impact sound reduction layer 40, but the heavy floor impact sound reduction layer 40 is formed. The plate material may be a plate material formed of a material having a specific gravity greater than that of the CLT floor material 2 (0.45 ton / m 3 ). That is, as the plate forming the heavy floor impact sound reduction layer 40, a plate formed of a material other than ALC, for example, an iron plate (specific gravity 7.85 (ton / m 3 )), a precast concrete plate (specific gravity 2.85) (Ton / m 3 )) or the like.

また、表面層50を形成する表面板として合板5を用いた例を示したが、表面層50を形成する表面板は、ビス6を締結可能な板であれば、合板以外の板を用いても構わない。   In addition, the example in which the plywood 5 is used as the surface plate for forming the surface layer 50 has been described. However, the surface plate for forming the surface layer 50 may be a plate other than the plywood as long as the plate can fasten the screw 6. No problem.

1 床構造、2 CLT床材(床材)、3 緩衝材、4 ALC板(板材)、
5 合板(表面板)、6 ビス(固定手段)、20 床主体層、30 緩衝層、
40 重量床衝撃音低減層、50 表面層。
1 floor structure, 2 CLT floor material (floor material), 3 cushioning material, 4 ALC board (plate material),
5 plywood (surface plate), 6 screws (fixing means), 20 floor main layer, 30 buffer layer,
40 weight floor impact sound reduction layer, 50 surface layer.

Claims (5)

直交集成板により形成された床材を複数並べて形成された床主体層と、当該床主体層の上に床材の比重よりも大きい比重の板材を複数並べて形成された重量床衝撃音低減層とを備えたことを特徴とする床構造。   A floor main layer formed by arranging a plurality of floor materials formed by orthogonal laminated plates, and a heavy floor impact noise reduction layer formed by arranging a plurality of plate materials having a specific gravity greater than the specific gravity of the floor material on the floor main layer. A floor structure comprising: 重量床衝撃音低減層の上に表面板を複数並べて形成された表面層を備え、表面層を形成する表面板と重量床衝撃音低減層を形成する板材と床主体層を形成する床材とが固定手段により一体化されたことを特徴とする請求項1に記載の床構造。   With a surface layer formed by arranging a plurality of surface plates on the heavy floor impact sound reduction layer, a surface plate forming the surface layer, a plate material forming the heavy floor impact sound reduction layer, and a floor material forming the floor main layer The floor structure according to claim 1, wherein are integrated by fixing means. 床主体層の上面と重量床衝撃音低減層の下面との間に緩衝層を備えたことを特徴とする請求項1に記載の床構造。   The floor structure according to claim 1, wherein a buffer layer is provided between an upper surface of the floor main layer and a lower surface of the heavy floor impact sound reducing layer. 重量床衝撃音低減層の上に表面板を複数並べて形成された表面層を備え、表面層を形成する表面板と重量床衝撃音低減層を形成する板材と緩衝層を形成する緩衝材と床主体層を形成する床材とが固定手段により一体化されたことを特徴とする請求項3に記載の床構造。   A surface layer formed by arranging a plurality of surface plates on the heavy floor impact noise reduction layer, a surface plate forming the surface layer, a plate material forming the heavy floor impact noise reduction layer, and a cushioning material and a floor forming the buffer layer The floor structure according to claim 3, wherein the floor material forming the main layer is integrated by a fixing means. 板材が軽量気泡コンクリート板であることを特徴とする請求項1乃至請求項4のいずれか一項に記載の床構造。   The floor structure according to any one of claims 1 to 4, wherein the plate material is a lightweight cellular concrete plate.
JP2018151503A 2018-08-10 2018-08-10 Floor structure Pending JP2020026660A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111364666A (en) * 2020-04-09 2020-07-03 华侨大学 Construction method of raw soil-laminated wood composite floor slab

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11141039A (en) * 1997-11-13 1999-05-25 Asahi Kasei Kenzai Kk Sound insulating floor structure with cushioning material
JP2016204958A (en) * 2015-04-21 2016-12-08 旭化成建材株式会社 Fireproof cross-laminated timber
JP2017078307A (en) * 2015-10-21 2017-04-27 株式会社竹中工務店 Load bearing plate member

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11141039A (en) * 1997-11-13 1999-05-25 Asahi Kasei Kenzai Kk Sound insulating floor structure with cushioning material
JP2016204958A (en) * 2015-04-21 2016-12-08 旭化成建材株式会社 Fireproof cross-laminated timber
JP2017078307A (en) * 2015-10-21 2017-04-27 株式会社竹中工務店 Load bearing plate member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111364666A (en) * 2020-04-09 2020-07-03 华侨大学 Construction method of raw soil-laminated wood composite floor slab
CN111364666B (en) * 2020-04-09 2022-03-08 华侨大学 Construction method of raw soil-laminated wood composite floor slab

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