JPS6222593Y2 - - Google Patents

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Publication number
JPS6222593Y2
JPS6222593Y2 JP16383281U JP16383281U JPS6222593Y2 JP S6222593 Y2 JPS6222593 Y2 JP S6222593Y2 JP 16383281 U JP16383281 U JP 16383281U JP 16383281 U JP16383281 U JP 16383281U JP S6222593 Y2 JPS6222593 Y2 JP S6222593Y2
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JP
Japan
Prior art keywords
board
plate
elastic
upper plate
boards
Prior art date
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.)
Expired
Application number
JP16383281U
Other languages
Japanese (ja)
Other versions
JPS5868546U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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Priority to JP16383281U priority Critical patent/JPS5868546U/en
Priority to CA000414808A priority patent/CA1175630A/en
Publication of JPS5868546U publication Critical patent/JPS5868546U/en
Application granted granted Critical
Publication of JPS6222593Y2 publication Critical patent/JPS6222593Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed explanation of the idea]

本考案は床構造に係り、特に吸音、遮音効果、
ならびに防振効果に優れた床構造に関する。 従来、床を合板張りにより構成した場合、合板
自体に吸音、遮音効果が乏しいため、階上の音、
特に物を落下させた場合の衝撃音や子供が騒ぐ
声、振動などが階下に響いて反響することに対す
る防禦効果は殆んど得られぬものであつた。 したがつて従来では、根太や大引等を緩衝的に
支持する構造として、いくらかでも衝撃音を吸収
する方策がとられているが、十分なる効果を揚げ
るには至つていない。 本考案はこれに鑑み、吸音、遮音効果に優れた
性能を有するうえ、クツシヨン効果を備えた床構
造を提供することを目的としてなされたもので、
床の根太側に直接または間接的に固定される下板
と、床の上面を構成する上板との間に弾性材から
なる骨材を介在することにより上板を下板に対し
浮動支持構造とするとともに側縁部は防震材の介
在によつて壁構成材と切り離した構成として上記
目的の達成を図つたものである。 以下、本考案を図面に示す実施例を参照して説
明する。 床板として用いる板材1は、第1図に示すよう
に、板材1の上下面を構成する上板2および下板
3と、これら上下板2,3間に介装される弾性骨
材4とからなり、前記上板2および下板3には、
木板、ベニヤ合板、各種ボード、金属板、その他
適宜な材料が用いられる。 前記弾性骨材4は、天然ゴム、合成ゴム、その
他これに類する接着可能な弾性材料からなり、第
7図に示しているように、上板2、下板3または
弾性骨材4同士の接着面となる接着用平坦面5,
5…と、これら接着用平坦面5,5…を結び板材
1としての厚さを決定するとともに弾性支持部と
なる梁部6,6…とで台形が互い違いに連続する
ジグザグ状断面を有するように形成されている。 前記梁部6,6…は、前記接着用平坦面5,5
…の部分よりやや厚く形成され、これら梁部6,
6…の両側面、および接着用平坦面5,5…の背
面には、1〜3m/m程度の毛足を有する長繊維
7が静電植毛等により可及的密に植毛されてい
る。 上記構成からなる弾性骨材4の接着用平坦面
5,5…を上板2および下板3の内面に接着剤に
より接着して介装することにより板材1が構成さ
れる。 前記上板2の長手方向側端面には、一側に突条
8が、他側に凹条9が形成されていて、板材1を
敷きつめる際に上記突条8と凹条9との嵌合によ
り接合される、いわゆる「本ざね加工」が施され
ている。 このように構成される板材1は、長さ1800m/
m、幅900m/m、あるいは長さ1800m/m、幅
300m/m等の規格寸法に形成される。 防振縁材10は、第8図に示すように、天然、
合成ゴム等の弾性材により断面がほぼコ字状をな
す形態に形成されるもので、垂直面部10aと、
この垂直面部10aの上端一側に直角に連設され
る上縁部10bと、垂直面部10aの下端に前記
上縁部10bに平行に延びる下縁部10cとを有
し、該下縁部10cは上縁部10bより短かく、
この下縁部10cの端面を板材1の下板3の端面
に当接したとき上縁部10bは上板2の上面に置
かれる高さ寸法を有している(第3図参照)。 つぎに床構造の構築例について説明する。 第1図は一般の木造家屋の床張り構造例を示す
もので、大引11上に所定の間隔をおいて配列固
定される根太12,12…上に板材1を敷き、そ
の板材1の下板3の端部を第2図のように根太1
2に釘13により固定する。なおこの下板3の固
定には、釘打ちによるほか接着によつてもよい。 上記のように板材1の下板3が根太12に固定
されても、上板2は弾性骨材4により浮動的に支
持され、根太12,12…上に上板2の突条8と
凹条9とを順次嵌合して敷きつめても上記の上板
2の浮動支持は変らない。 上記実施例の場合、根太12,12…の配列間
隔は、共振防止上300m/m以下とすることが望
ましい。 床の端部においては、第3図に示すように板材
1の側縁に沿つて防震縁材10を置き、その下縁
部10cを根太12上に置いて下縁部10cの端
面を板材1の下板3の端面に衝き合わせ、上縁部
10bは板材1の上板2の上面上に沿わせて置
き、釘14または接着剤により上板2に固定し、
壁部分を構成する幅木15をこの上縁部10bの
上に載せるようにして構築する。 上記のようにして張られた板材1の上板2の表
面は、オイルステイン塗装による生地仕上げ、じ
ゆうたん等の敷設、フローリング張り、畳敷きの
荒床として使用される。 第4図は上記床張り時の変形構築例を示すもの
で、根太12,12…の上に下張り合板16を釘
打ち等により固定し、この下張り合板16の上に
板材1の下板3を接着剤により張装した場合であ
る。 この実施例によれば、板材1を下張り合板16
上に張るので、下板3の厚みを実質的に増し、根
太間隔が広い場合であつても十分なる強度が得ら
れ、改修工時等に適する。しかも施工には接着剤
のみにより張ることができる。 第5図A,Bはさらに他の変形構築例を示すも
ので、建造物がコンクリート製で、コンクリート
躯体17上に床張りする場合の実施例である。 このようなコンクリート躯体17上に床張りす
るには、第5図Aのように板材1の下板3の下面
に例えばcチヤンネル等のアンカー部材18をビ
ス止めし、このアンカー部材18をコンクリート
躯体17上に打設されるモルタル19の層内に埋
設することにより固定するようになされる。 上記の場合、モルタル19の打設厚が40〜50
m/mの場合、アンカー部材18の高さは30m/
m前後とされ、アンカー部材18の下端はコンク
リート躯体17には接しないようにされる。 また第5図Bのように、板材1に予じめ脚部材
18′,18′……を所定の間隔をおいて固定して
おき、この脚部材18′の下端にゴム、合成樹
脂、その他の材料からなる接地体18″を取付
け、この脚部材18′,18′……の接地体1
8″,18″……をコンクリート躯体17上に接地
して板材1を張設するようにしてもよい。この場
合、前記脚部材18′または接地体18″をねじ等
により高さ方向の調節を自在としておくことによ
り張設作業の一層の容易化を図ることができる。 なお、上記第4図および第5図の場合も、防震
縁材10を同様にして用いる。 以上幾種かの代表構築例について説明したが、
いずれにおいても床を構成する板材1の上板2は
床構造材、すなわち根太12、コンクリート躯体
17等に固定される下板3に対し弾性骨材4を介
して弾性的に浮動支持された構成となり、側端に
おいても防震縁材10により絶縁されているの
で、上板2に加えられる衝撃は弾性材からなる弾
性骨材4および防震縁材10により吸収され、下
板3、延いては床構造材に直接伝達されることが
防止され、衝撃が有効に遮断される。 また衝撃音や騒音等、上板2に与えられる音波
は、弾性骨材4の上側の接着用平坦面5、梁部
6、下側の接着用平坦面5へ伝播される間に減衰
され、反射波は繊維材7により吸収され、これら
により吸音、遮音効果を発揮して防音効果が高い
ものとなる。 さらに板材1上への重量物の設置や衝撃に対し
ては、弾性骨材4の接着用平坦面5を除く他の面
に植毛を施していることにより、弾性骨材4の圧
縮強度が下表のように著しく増している。
This invention relates to floor structure, especially sound absorption, sound insulation effect,
and a floor structure with excellent vibration-proofing effects. Conventionally, when floors are made of plywood, the plywood itself has poor sound absorption and insulation effects, so noise from upstairs,
In particular, there was almost no protection against the impact sounds of dropped objects, children's voices, vibrations, etc. echoing downstairs. Therefore, in the past, measures have been taken to absorb some of the impact noise by creating a structure that cushions and supports floor joists, joists, etc., but this has not been able to achieve a sufficient effect. In view of this, the present invention was developed with the aim of providing a floor structure that not only has excellent sound absorption and insulation effects, but also has a cushioning effect.
A structure in which the upper plate floats relative to the lower plate by interposing aggregate made of elastic material between the lower plate that is directly or indirectly fixed to the floor joist side and the upper plate that makes up the upper surface of the floor. At the same time, the side edges are separated from the wall components by intervening seismic insulation materials to achieve the above objective. Hereinafter, the present invention will be described with reference to embodiments shown in the drawings. As shown in FIG. 1, a board 1 used as a floor board is made up of an upper board 2 and a lower board 3 that constitute the upper and lower surfaces of the board 1, and an elastic aggregate 4 interposed between these upper and lower boards 2 and 3. The upper plate 2 and the lower plate 3 have
Wooden boards, plywood plywood, various boards, metal plates, and other appropriate materials are used. The elastic aggregate 4 is made of natural rubber, synthetic rubber, or other similar elastic material that can be bonded, and as shown in FIG. flat surface for adhesion 5,
5... and the flat surfaces 5, 5... for bonding to determine the thickness of the plate material 1 and to the beam parts 6, 6..., which serve as elastic support parts, so that the trapezoids have a zigzag cross section in which the trapezoids continue alternately. is formed. The beam portions 6, 6... are connected to the adhesive flat surfaces 5, 5.
These beam parts 6,
Long fibers 7 having a hair length of approximately 1 to 3 m/m are flocked as densely as possible on both sides of the adhesive 6 and on the back surfaces of the adhesive flat surfaces 5, 5, etc., by electrostatic flocking or the like. The plate material 1 is constructed by adhering and interposing the adhesive flat surfaces 5, 5, . On the longitudinal side end face of the upper plate 2, a protrusion 8 is formed on one side and a grooved line 9 is formed on the other side, and when the plate material 1 is laid down, the protrusion 8 and the grooved line 9 fit together. The so-called "honzane process" is applied to join the parts by mating. The plate material 1 constructed in this way has a length of 1800 m/
m, width 900m/m, or length 1800m/m, width
It is formed to standard dimensions such as 300m/m. As shown in FIG. 8, the vibration-proof edge material 10 is made of natural,
It is made of an elastic material such as synthetic rubber and has a substantially U-shaped cross section, and has a vertical surface portion 10a,
The vertical surface portion 10a has an upper edge portion 10b extending at right angles to one side of the upper end of the vertical surface portion 10a, and a lower edge portion 10c extending parallel to the upper edge portion 10b at the lower end of the vertical surface portion 10a. is shorter than the upper edge 10b,
The upper edge 10b has a height dimension such that when the end surface of the lower edge 10c is brought into contact with the end surface of the lower plate 3 of the plate material 1, the upper edge 10b is placed on the upper surface of the upper plate 2 (see FIG. 3). Next, an example of building a floor structure will be explained. Figure 1 shows an example of the flooring structure of a general wooden house.A board 1 is laid on the joists 12, 12, which are arranged and fixed at predetermined intervals on the main drawer 11, and below the board 1. Connect the end of board 3 to joist 1 as shown in Figure 2.
2 with nails 13. Note that the lower plate 3 may be fixed by adhesion in addition to nailing. Even if the lower plate 3 of the plate material 1 is fixed to the joists 12 as described above, the upper plate 2 is supported in a floating manner by the elastic aggregate 4, and the ridges 8 of the upper plate 2 and the recesses are formed on the joists 12, 12... The floating support of the upper plate 2 does not change even if the strips 9 are sequentially fitted and laid down. In the case of the above embodiment, it is desirable that the arrangement interval of the joists 12, 12, . . . be 300 m/m or less in order to prevent resonance. At the end of the floor, as shown in FIG. 3, the seismic edging material 10 is placed along the side edge of the board 1, its lower edge 10c is placed on the joist 12, and the end surface of the lower edge 10c is placed along the side edge of the board 1. The upper edge 10b of the board 1 is placed along the upper surface of the upper board 2 of the board 1, and fixed to the upper board 2 with nails 14 or adhesive.
A baseboard 15 constituting the wall portion is constructed so as to be placed on top of this upper edge 10b. The surface of the upper plate 2 of the plate material 1 stretched as described above is used as a cloth finish by oil stain coating, laying of carpets, etc., flooring, and rough flooring of tatami mats. FIG. 4 shows an example of a modified construction when laying the floor. An underlay plywood 16 is fixed on the joists 12, 12, etc. by nailing, etc., and the lower board 3 of the board 1 is placed on top of the underlay plywood 16. This is a case where it is covered with adhesive. According to this embodiment, the board material 1 is covered with plywood 16
Since it is stretched upward, the thickness of the lower plate 3 is substantially increased, and sufficient strength can be obtained even when the joist spacing is wide, making it suitable for renovation work. Moreover, it can be installed using only adhesive. FIGS. 5A and 5B show still another modified construction example, in which the building is made of concrete and the floor is laid on a concrete frame 17. To lay a floor on such a concrete frame 17, as shown in FIG. It is fixed by embedding it in a layer of mortar 19 cast on top of the mortar 17. In the above case, the thickness of the mortar 19 is 40 to 50
m/m, the height of the anchor member 18 is 30 m/m.
m, and the lower end of the anchor member 18 is made not to contact the concrete frame 17. Further, as shown in FIG. 5B, leg members 18', 18', . A grounding body 18'' made of material is attached, and the grounding body 1 of the leg members 18', 18'...
8'', 18''... may be grounded on the concrete frame 17 and the plate material 1 may be stretched. In this case, the tensioning work can be further facilitated by making the leg member 18' or the grounding body 18'' adjustable in the height direction with screws or the like. In the case of Fig. 5, the seismic edging material 10 is used in the same manner. Several representative construction examples have been described above.
In either case, the upper plate 2 of the plate material 1 constituting the floor is elastically supported in a floating manner via an elastic aggregate 4 with respect to the lower plate 3 which is fixed to the floor structural material, that is, the joist 12, the concrete frame 17, etc. Since the side ends are also insulated by the seismic edging material 10, the impact applied to the upper plate 2 is absorbed by the elastic aggregate 4 made of elastic material and the seismic edging material 10, and the impact is absorbed by the lower plate 3 and, by extension, the floor. This prevents the impact from being directly transmitted to the structural material, effectively blocking the impact. In addition, sound waves such as impact sounds and noises applied to the upper plate 2 are attenuated while being propagated to the upper adhesive flat surface 5 of the elastic aggregate 4, the beam portion 6, and the lower adhesive flat surface 5. The reflected waves are absorbed by the fiber material 7, which exhibits sound absorption and sound insulation effects, resulting in a high sound insulation effect. Furthermore, the compressive strength of the elastic aggregate 4 is reduced by applying flocking to the other surfaces of the elastic aggregate 4 except for the flat surface 5 for adhesion, in order to prevent heavy objects from being placed on the board 1 or from impact. As shown in the table, it has increased significantly.

【表】 なお、上表においてシングル貼りとは、弾性骨
材4を1枚用いた場合であり、ダブル貼りとは2
枚重ねて用いた場合である。 このように、弾性骨材4に植毛を施してあるこ
とにより植毛しないものに比し約2倍程度の圧縮
強度を有し、弾性材料の硬度を上げずとも腰の強
いクツシヨン性を与えることができ、したがつて
上記硬度を上げると弾力性が減少するという弊害
がなく、強靭で弾力性に富む床構造とすることが
できる。 なお、板材1の上下板2,3間に介装する弾性
骨材4は、上記実施例のように単一とするほか、
この弾性骨材4を第9図および第10図に略示す
るように2段重ねとし、その梁部6の方向を第9
図のように同一にするか、あるいは第10図のよ
うに交叉させて相互の接着用平坦面5で接着させ
るようにすれば、強度をはじめ、吸音、遮音効果
をより一層高めることができる。 以上説明したように、本考案は、根太、コンク
リート躯体等の床構造材に固定される下板と、床
面を構成する上板との間に、接着面となる平坦面
と、これら平坦面を結ぶ梁部とで台形が互い違い
に連続するジグザグ状断面とした天然、合成ゴム
その他これに類する弾性材からなりかつ前記平坦
面を除く他の面に繊維材を植毛した弾性骨材を介
在接着して上板を下板に対し浮動支持構造とし、
さらに板材相互は突条と凹条とで嵌合接続すると
ともに板材の側端には断面コ字状をなす前記と同
様の弾性材からなる防震縁材を介して床構造材お
よび壁材に接合した構成としたことにより、吸
音、遮音効果に優れ、クツシヨン性に富み、かつ
反り等の変形がなく、そのため階上の床に適用し
た場合、階下への衝撃や騒音、振動の伝達が著し
く低減されるなど、従来の床構造には得られぬ
種々の効果がある。
[Table] In the table above, single lamination refers to the case where one piece of elastic aggregate 4 is used, and double lamination refers to the case where 2 pieces of elastic aggregate are used.
This is the case when they are used in stacks. As described above, by flocking the elastic aggregate 4, it has a compressive strength approximately twice as high as that without flocking, and it is possible to provide strong cushioning properties without increasing the hardness of the elastic material. Therefore, there is no problem that elasticity decreases when the hardness is increased, and a strong and elastic floor structure can be obtained. In addition, the elastic aggregate 4 interposed between the upper and lower plates 2 and 3 of the plate material 1 is a single piece as in the above embodiment;
This elastic aggregate 4 is stacked in two stages as schematically shown in FIGS. 9 and 10, and the direction of the beam part 6 is
By making them the same as shown in the figure, or by making them intersect as shown in FIG. 10 and bonding them using mutual adhesive flat surfaces 5, strength, sound absorption, and sound insulation effects can be further enhanced. As explained above, the present invention provides a flat surface that serves as an adhesive surface between a lower plate that is fixed to a floor structure material such as a joist or concrete frame and an upper plate that constitutes the floor surface, and a flat surface that serves as an adhesive surface. An elastic aggregate made of natural, synthetic rubber, or similar elastic material with a zigzag cross section in which trapezoids are alternately continuous with the beams connecting the joints, and with fibrous material flocked on the other surfaces except the flat surface, is interposed and bonded. to create a floating support structure for the upper plate relative to the lower plate,
Furthermore, the plates are fitted and connected by protrusions and grooves, and the side ends of the plates are connected to the floor structure material and wall material through seismic insulation material made of the same elastic material as above and having a U-shaped cross section. Due to its structure, it has excellent sound absorption and sound insulation effects, excellent cushioning properties, and no deformation such as warping. Therefore, when applied to floors above, the transmission of shock, noise, and vibration to downstairs is significantly reduced. It has various effects that cannot be obtained with conventional floor structures.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案による床構造の一構築例を示す
一部の斜視図、第2図は第1図における板材下板
の固定状態を示す説明図、第3図は同側端部の状
態を示す斜視図、第4図および第5図A,Bは他
の構築例を示す斜視図、第6図は板材の斜視図、
第7図は第6図における弾性骨材の一部を示す拡
大斜視図、第8図は第3図における防震縁材の一
部を示す拡大斜視図、第9図および第10は板材
の変形例を示す一部の側面図である。 1……板材、2……上板、3……下板、4……
弾性骨材、5……接着用平坦面、6……梁部、7
……植毛繊維、8……突条、9……凹条、10…
…防震縁材、11……大引、12……根太、15
……幅木、16……下張り合板、17……コンク
リート躯体、18……アンカー部材、19……モ
ルタル。
Fig. 1 is a partial perspective view showing an example of the construction of a floor structure according to the present invention, Fig. 2 is an explanatory view showing the fixed state of the lower board in Fig. 1, and Fig. 3 is the state of the same side end. FIG. 4 and FIG. 5 A and B are perspective views showing other construction examples, and FIG. 6 is a perspective view of a board.
Fig. 7 is an enlarged perspective view showing a part of the elastic aggregate in Fig. 6, Fig. 8 is an enlarged perspective view showing a part of the seismic edging material in Fig. 3, and Figs. 9 and 10 are deformation of the plate material. It is a side view of a part which shows an example. 1...Plate material, 2...Upper plate, 3...Lower plate, 4...
Elastic aggregate, 5...Flat surface for adhesion, 6... Beam portion, 7
... Flocked fibers, 8 ... Projections, 9 ... Concave rows, 10 ...
... Earthquake-proof edging material, 11 ... Ohiki, 12 ... Joist, 15
... Baseboard, 16 ... Underlay plywood, 17 ... Concrete frame, 18 ... Anchor member, 19 ... Mortar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 木板、ベニヤ合板、各種ボード等接着可能な材
料からなる上板と下板との間に、接着面となる平
坦面とこれら平坦面を結ぶ梁部とで台形が互い違
いに連続するジグザグ状断面とした天然、合成ゴ
ムその他これに類する弾性材からなり前記接着用
平坦面を除く他の面に繊維材を植毛した弾性骨材
を介在接着して前記上板を下板に対し浮動支持構
造とした板材を設け、上記板材の下板を、根太、
コンクリート躯体等の床構造材に直接または間接
的に固定するとともに板材相互の側縁は凹凸嵌合
により接合し、板材の端部は天然、合成ゴム等の
弾性材製防震縁材を介して壁構成材に接合してな
る床構造。
Between the upper and lower plates made of adhesive materials such as wood, plywood, and various boards, there is a zigzag-shaped cross section in which trapezoids are alternately continuous between the flat surface that serves as the adhesive surface and the beam that connects these flat surfaces. The upper plate is made of natural, synthetic rubber or other similar elastic material, and the other surfaces except the flat surface for adhesion are bonded with elastic aggregate with fibers flocked therebetween to form a floating support structure for the upper plate relative to the lower plate. A board is provided, and the lower board of the above board is a joist,
It is fixed directly or indirectly to floor structure materials such as concrete frames, and the side edges of the boards are joined by concave-convex fitting, and the ends of the boards are fixed to the wall through seismic insulation material made of elastic material such as natural or synthetic rubber. A floor structure that is bonded to component materials.
JP16383281U 1981-11-04 1981-11-04 floor structure Granted JPS5868546U (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP16383281U JPS5868546U (en) 1981-11-04 1981-11-04 floor structure
CA000414808A CA1175630A (en) 1981-11-04 1982-11-03 Composite panel for housebuilding and other purposes, and a floor construction made from such panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16383281U JPS5868546U (en) 1981-11-04 1981-11-04 floor structure

Publications (2)

Publication Number Publication Date
JPS5868546U JPS5868546U (en) 1983-05-10
JPS6222593Y2 true JPS6222593Y2 (en) 1987-06-09

Family

ID=15781587

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16383281U Granted JPS5868546U (en) 1981-11-04 1981-11-04 floor structure

Country Status (2)

Country Link
JP (1) JPS5868546U (en)
CA (1) CA1175630A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004084274A (en) * 2002-08-27 2004-03-18 Kajima Corp Overlapped panel structure

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63147059A (en) * 1986-07-23 1988-06-20 大建工業株式会社 Floating floor structure
JPS63118439A (en) * 1986-11-04 1988-05-23 関本 正美 Sound blocking sheet
JPH0814195B2 (en) * 1987-09-04 1996-02-14 株式会社ノダ Soundproof flooring
CN110206208B (en) * 2019-06-10 2020-10-13 山西住工建筑科技有限公司 Composite floor slab for steel structure building
CN110206207B (en) * 2019-06-10 2020-10-02 山西住工建筑科技有限公司 Integrated floor slab

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004084274A (en) * 2002-08-27 2004-03-18 Kajima Corp Overlapped panel structure

Also Published As

Publication number Publication date
JPS5868546U (en) 1983-05-10
CA1175630A (en) 1984-10-09

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