JP3047341U - Sound insulation structure - Google Patents
Sound insulation structureInfo
- Publication number
- JP3047341U JP3047341U JP1997008890U JP889097U JP3047341U JP 3047341 U JP3047341 U JP 3047341U JP 1997008890 U JP1997008890 U JP 1997008890U JP 889097 U JP889097 U JP 889097U JP 3047341 U JP3047341 U JP 3047341U
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- damping steel
- structural member
- insulation structure
- sound insulation
- steel plate
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Abstract
(57)【要約】
【課題】 木造建築物や鉄骨建築物等において、階上の
音が階下に騒音として伝わるのを抑制し、しかも、簡単
に組み上げることができる遮音構造を提供する。
【解決手段】 階下の構造部材1と階上の構造部材2と
の間に、制振鋼板10Aが挟まれている。このため、階
上での音は、制振鋼板10Aによって、遮音され、しか
もその音の振動が減衰されるので、階上の音が階下に騒
音として伝わるのを抑制できる。
(57) [Summary] [PROBLEMS] To provide a sound insulation structure that can be easily assembled in a wooden building, a steel-framed building, or the like, while suppressing the transmission of sounds on floors as noise downstairs. SOLUTION: A damping steel plate 10A is sandwiched between a structural member 1 downstairs and a structural member 2 upstairs. For this reason, the sound on the floor is blocked by the damping steel plate 10A, and the vibration of the sound is attenuated, so that the sound on the floor can be suppressed from being transmitted as noise to the floor.
Description
【0001】[0001]
本考案は、遮音構造に関する。さらに詳しくは、木造建築物および鉄骨建築物 等に好適な遮音構造に関する。 The present invention relates to a sound insulation structure. More specifically, the present invention relates to a sound insulation structure suitable for a wooden building, a steel frame building, and the like.
【0002】[0002]
従来より、2以上の階を有する建築物において、階上の音が階下に漏れて、騒 音となっている。例えば、階上での音が、美しいピアノの旋律であっても、この 音が階下に伝わると、階下では騒々しい騒音にしか聞こえないというのは珍しい ことではない。とくに、2×4(ツーバイフォー)工法等による木造建築物にお いては、階上の音が階下に騒音として伝わりやすい。鉄骨建築物の場合、音が少 なからず遮音されるので、木造建築物よりも防音性は優れているものの、完全に 階上の音を階下に漏らさないというわけではない。 2. Description of the Related Art Conventionally, in a building having two or more floors, noises above the floor have leaked downstairs, resulting in noise. For example, it is not unusual for the sound of a beautiful piano to be heard upstairs, but if this sound is transmitted downstairs, it can only be heard as loud noises downstairs. In particular, in a wooden building using the 2 × 4 (two-by-four) method, the sound of the upper floor is easily transmitted to the lower floor as noise. In the case of steel buildings, the sound is notably impenetrable, and although soundproofing is better than wooden buildings, it does not mean that the sound of the upper floor is not completely leaked downstairs.
【0003】[0003]
しかるに、従来より、建築物において、その階上の音が階下に騒音として伝わ るのを完全に防止する遮音構造はない。このため、木造建築物や鉄骨建築物等の 階上の音が、階下に騒音として伝わるのを防止する簡単な構造の建築物が望まれ ている。 However, there has not been a sound insulation structure in a building to completely prevent sound above the floor from being transmitted as noise downstairs. For this reason, there is a demand for a building having a simple structure that prevents the sound above the floor, such as a wooden building or a steel-frame building, from being transmitted as noise downstairs.
【0004】 本考案はかかる事情に鑑み、木造建築物や鉄骨建築物等において、階上の音が 階下に騒音として伝わるのを抑制し、しかも、簡単に組み上げることができる遮 音構造を提供することを目的とする。[0004] In view of such circumstances, the present invention provides a sound insulation structure that suppresses the transmission of noises upstairs as noise downstairs in a wooden building or a steel-framed building, and that can be easily assembled. The purpose is to:
【0005】[0005]
請求項1の遮音構造は、階下の構造部材と階上の構造部材との間に、制振鋼板 が挟まれたことを特徴とする。 請求項2の遮音構造は、階下の構造部材と階上の構造部材との間に、部分的に 制振鋼板が挟まれたことを特徴とする。 請求項3の遮音構造は、前記制振鋼板が、平板であることを特徴とする。 請求項4の遮音構造は、前記制振鋼板が、左右両側を屈曲させ、断面視コの字 状に形成したことを特徴とする。 請求項5の遮音構造は、前記制振鋼板の裏面に、バリが形成されたことを特徴 とする。 請求項6の遮音構造は、前記バリの先端が、尖った形状であることを特徴とす る。 The sound insulation structure according to claim 1 is characterized in that a damping steel plate is sandwiched between a structural member below the floor and a structural member above the floor. The sound insulation structure according to claim 2 is characterized in that a vibration damping steel plate is partially sandwiched between a structural member below the floor and a structural member above the floor. According to a third aspect of the present invention, the damping steel plate is a flat plate. The sound insulation structure according to a fourth aspect is characterized in that the damping steel plate is formed in a U-shape in a cross-sectional view by bending both right and left sides. According to a fifth aspect of the present invention, in the sound insulation structure, a burr is formed on a back surface of the damping steel plate. The sound insulation structure according to claim 6 is characterized in that the tip of the burr has a pointed shape.
【0006】 本明細書において、「構造部材」とは、木造建築物、鉄骨建築物を問わず、建 築物を構成している梁、大引き、胴差し、柱、下枠、上枠、頭つなぎなどの荷重 を受ける部材を含括する概念である。[0006] In the present specification, the term "structural member" refers to a beam, a bar, a trunk, a column, a lower frame, an upper frame, or a beam that constitutes a building, whether it is a wooden building or a steel building. This concept includes members that receive loads, such as head ties.
【0007】[0007]
つぎに、本考案の実施形態を図面に基づき説明する。 図1は第1実施形態の遮音構造の概略斜視図である。同図に示すように、第1 実施形態の遮音構造は、例えば上枠や梁などの階下の構造部材1と、例えば頭つ なぎや梁などの階上の構造部材2との間に、階下の構造部材1の長手方向に沿っ て複数の制振鋼板10Aが任意の間隔をもって、挟まれた構造である。 なお、第1実施形態の遮音構造の階下の構造部材1あるいは階上の構造部材2 は、それぞれ木造建築物および鉄骨建築物等のいずれにも適用できる。 さらになお、複数の制振鋼板10Aを隙間なく敷いて隣接させてもよく、また 、複数の制振鋼板10Aの替わりに1枚ものの細長い制振鋼板10Aとしてもよ い。 Next, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a schematic perspective view of the sound insulation structure of the first embodiment. As shown in the figure, a sound insulation structure according to the first embodiment includes a downstairs structural member 1 such as an upper frame or a beam and an upstairs structural member 2 such as a head tie or a beam. A plurality of vibration damping steel plates 10A are interposed at arbitrary intervals along the longitudinal direction of the structural member 1 described above. Note that the structural member 1 below the floor or the structural member 2 above the floor of the sound insulation structure of the first embodiment can be applied to any of a wooden building, a steel frame building, and the like. Furthermore, a plurality of vibration-damping steel plates 10A may be laid without gaps and adjacent to each other, or one elongated vibration-damping steel plate 10A may be used instead of the plurality of vibration-damping steel plates 10A.
【0008】 図2は制振鋼板10Aの概略模式図である。同図に示すように、制振鋼板10 Aは、一対の鋼板11、11に制振樹脂12が挟まれた平板状の積層板である。 制振鋼板10Aの一方の鋼板11に受けた振動(騒音)は、その鋼板11の大き な質量によって、遮音され、小さな振動となる。この振動はさらに、制振樹脂1 2のズリ現象および粘着現象によって生じる、制振鋼板10A全体の振動系の位 相差によって、減衰される。そして、この振動(騒音)は、制振鋼板10Aのも う一方の鋼板11によってさらに遮音される。このように、制振鋼板10Aによ って、振動を減衰させることができる。FIG. 2 is a schematic diagram of the damping steel sheet 10A. As shown in the figure, the damping steel plate 10A is a flat laminated plate in which a damping resin 12 is sandwiched between a pair of steel plates 11,11. Vibration (noise) received on one steel plate 11 of the damping steel plate 10A is sound-insulated by the large mass of the steel plate 11 and becomes small vibration. This vibration is further attenuated by the phase difference of the vibration system of the whole damping steel plate 10A caused by the shear phenomenon and the sticking phenomenon of the damping resin 12. This vibration (noise) is further shielded by the other steel plate 11 of the damping steel plate 10A. Thus, the vibration can be attenuated by the damping steel plate 10A.
【0009】 第1実施形態の遮音構造の組み立て方法を説明する。 再び図1に示すように、まず、階下の構造部材1の上面に、複数の制振鋼板1 0Aを所望の間隔をもって、階下の構造部材1の長手方向に沿って載置する。そ して、制振鋼板10Aの上面に、階下の構造部材1と同じ方向に向けて、階上の 構造部材2を載置する。そして、木造建築物の場合には、例えば階上の構造部材 2を階下の構造部材1に釘で打ち付け、鉄骨建築物の場合には、例えば階上の構 造部材2を階下の構造部材1にボルトとナットとで締め付ける。すると、階下の 構造部材1と階上の構造部材2とによって、制振鋼板10Aは挟まれて固定され る。このように、第1実施形態の遮音構造を、簡単に組み立てることができると いう効果を奏する。A method for assembling the sound insulation structure according to the first embodiment will be described. As shown in FIG. 1 again, first, a plurality of vibration damping steel plates 10A are placed on the upper surface of the structural member 1 downstairs at desired intervals along the longitudinal direction of the structural member 1 downstairs. Then, the structural member 2 upstairs is placed on the upper surface of the damping steel plate 10A in the same direction as the structural member 1 downstairs. In the case of a wooden building, for example, the structural member 2 upstairs is nailed to the structural member 1 downstairs, and in the case of a steel structure, the structural member 2 upstairs is connected to the structural member 1 downstairs, for example. With bolts and nuts. Then, the damping steel plate 10A is sandwiched and fixed by the structural member 1 on the lower floor and the structural member 2 on the lower floor. As described above, the sound insulation structure according to the first embodiment can be easily assembled.
【0010】 上記のごとく構成された第1実施形態の遮音構造によれば、階上での音は、制 振鋼板10Aによって、遮音され、しかもその音の振動が減衰されるので、階上 での音が階下に騒音として伝わるのを抑制することができるという効果を奏する 。According to the sound insulation structure of the first embodiment configured as described above, the sound on the floor is blocked by the damping steel plate 10A, and the vibration of the sound is attenuated. This has the effect of suppressing transmission of the sound as noise downstairs.
【0011】 つぎに、第2実施形態の遮音構造を説明する。図3は第2実施形態の遮音構造 の概略斜視図である。同図に示すように、第2実施形態の遮音構造は、第1実施 形態の遮音構造における制振鋼板10Aの代わりに、制振鋼板10Bとしたもの である。第2実施形態の階下の構造部材1および階上の構造部材2は、それぞれ 第1実施形態の階下の構造部材1および階上の構造部材2と実質同様のものであ る。 この制振鋼板10Bは、第1実施形態の遮音構造の制振鋼板10Aと異なり、 平板の左右両側部分を屈曲させ、断面視コの字状に形成したものである。 なお、第2実施形態の遮音構造における階下の構造部材1あるいは階上の構造 部材2は、それぞれ木造建築物および鉄骨建築物等のいずれにも適用できる。Next, a sound insulation structure according to a second embodiment will be described. FIG. 3 is a schematic perspective view of the sound insulation structure of the second embodiment. As shown in the figure, the sound insulation structure of the second embodiment is a sound insulation structure of the first embodiment, instead of the vibration damping steel plate 10A. The structural member 1 downstairs and the structural member 2 upstairs of the second embodiment are substantially the same as the structural member 1 downstairs and the structural member 2 upstairs of the first embodiment, respectively. The damping steel plate 10B is different from the damping steel plate 10A of the sound insulation structure of the first embodiment in that the left and right portions of the flat plate are bent to form a U-shape in cross section. The structural member 1 downstairs or the structural member 2 upstairs in the sound insulation structure of the second embodiment can be applied to any of a wooden building, a steel frame building, and the like.
【0012】 第2実施形態の遮音構造の組み立て方法を説明する。 まず、階下の構造部材1の上面に、複数の制振鋼板10Bをその左右両側の屈 曲部分を上向きにして、所望の間隔をもって、階下の構造部材1の長手方向に沿 って載置する。そして、制振鋼板10Bの上面に、全ての制振鋼板10Bの左右 両側の屈曲部分の間に階上の構造部材2が嵌まるように、階上の構造部材2を載 置する。そして、例えば階上の構造部材2を階下の構造部材1に、釘で打ち付け たり、ボルトとナットとで締め付けると、階下の構造部材1と階上の構造部材2 とによって、制振鋼板10Bは挟まれて固定される。このように、第2実施形態 の遮音構造を、簡単に組み立てることができるという効果を奏する。 しかも、第2実施形態の遮音構造の場合、階上の構造部材2に制振鋼板10B を嵌め込むことができるので、前記階下の構造部材1もしくは階上の構造部材2 における制振鋼板10Bの位置決めやその微調整を行いやすいという効果を奏す る。 なお、制振鋼板10Bをその左右両側の屈曲部分を下向きにして、階下の構造 部材1に嵌めてもよい。A method for assembling the sound insulation structure according to the second embodiment will be described. First, on the upper surface of the structural member 1 downstairs, a plurality of damping steel plates 10B are placed at desired intervals along the longitudinal direction of the structural member 1 downstairs, with the bent portions on the left and right sides thereof facing upward. . Then, the structural member 2 on the floor is placed on the upper surface of the damping steel plate 10B such that the structural member 2 on the floor is fitted between the bent portions on both the left and right sides of all the damping steel plates 10B. For example, when the structural member 2 on the upper floor is nailed to the structural member 1 on the lower floor with a nail or tightened with a bolt and a nut, the damping steel plate 10B is formed by the structural member 1 on the lower floor and the structural member 2 on the upper floor. It is sandwiched and fixed. As described above, the sound insulation structure according to the second embodiment can be easily assembled. Moreover, in the case of the sound insulation structure of the second embodiment, the damping steel plate 10B can be fitted into the structural member 2 on the floor, so that the damping steel plate 10B on the structural member 1 on the lower floor or the structural member 2 on the floor can be fitted. This has the effect that positioning and fine adjustment can be performed easily. The damping steel plate 10B may be fitted to the structural member 1 downstairs with the left and right bent portions thereof facing downward.
【0013】 第2実施形態の遮音構造によれば、階上での音は、制振鋼板10Bによって、 遮音され、しかもその音の振動が減衰されるので、階上での音が階下に騒音とし て伝わるのを抑制することができるという効果を奏する。According to the sound insulation structure of the second embodiment, the sound on the floor is sound-insulated by the damping steel plate 10B and the vibration of the sound is attenuated. This has the effect of suppressing transmission as a result.
【0014】 つぎに、第3実施形態の遮音構造を説明する。図4は第3実施形態の遮音構造 の概略斜視図、図5は制振鋼板10Cの単体図であって、(A)は下から見た斜 視図、(B)は側面図である。図4〜5に示すように、第3実施形態の遮音構造 は、第1実施形態の遮音構造における制振鋼板10Aの代わりに、制振鋼板10 Cとしたものである。第3実施形態の階下の構造部材1および階上の構造部材2 は、それぞれ第1実施形態の階下の構造部材1および階上の構造部材2と実質同 様のものである。Next, a sound insulation structure according to a third embodiment will be described. 4 is a schematic perspective view of the sound insulation structure of the third embodiment, FIG. 5 is a single view of the damping steel sheet 10C, (A) is a perspective view seen from below, and (B) is a side view. As shown in FIGS. 4 and 5, the sound insulating structure of the third embodiment has a vibration damping steel plate 10C instead of the vibration damping steel plate 10A in the sound insulating structure of the first embodiment. The structural members 1 downstairs and the structural members 2 upstairs of the third embodiment are substantially the same as the structural members 1 downstairs and the structural members 2 upstairs of the first embodiment, respectively.
【0015】 この制振鋼板10Cは、前記制振鋼板10Aの裏面に、前後一対のバリ15C 、15Cが形成されたものである。このバリ15Cを形成するには、例えばプレ ス穿孔機の先端が尖った円錐形のパンチを用いて、制振鋼板10Cの表面から、 その表裏面を貫通させて打ち抜けばよく、円形状の打抜孔13Cが形成されると 同時に、制振鋼板10Cの裏面にバリ15Cが形成される。 なお、バリ15Cの数は図中2つであるが、その数には特に限定はない。The damping steel sheet 10C has a pair of front and rear burrs 15C, 15C formed on the back surface of the damping steel sheet 10A. In order to form the burr 15C, for example, a conical punch with a sharp pointed end of a press drilling machine may be used to penetrate the damping steel plate 10C from the front surface to the back surface so as to form a circular shape. At the same time when the punched holes 13C are formed, burrs 15C are formed on the back surface of the damping steel sheet 10C. Although the number of burrs 15C is two in the figure, the number is not particularly limited.
【0016】 第3実施形態の遮音構造の組み立て方法を説明する。この制振鋼板10Cは以 下に示すように、木造建築物に適用するのが好適である。 まず、木造建築物における階下の構造部材1の上面に、制振鋼板10Cを、そ の一対のバリ15C、15Cが形成された面を下向きにして所望の位置に載置す る。そして、木槌や金槌等で、制振鋼板10Cを軽く上から叩く。すると、制振 鋼板10Cの一対のバリ15C、15Cが木造建築物の階下の構造部材1にくい 込むので、制振鋼板10Cを階下の構造部材1に簡単に取り付けることができる 。上記の作業を繰り返し行い、階下の構造部材1の上面に、その長手方向に沿っ て、複数の制振鋼板10Cを取り付ける。上記のごとく、木造建築物の階下の構 造部材1に、複数の制振鋼板10Cをいずれも正確に位置決めして、簡単に取り 付けることができるという効果を奏する。 また、制振鋼板10Cの上面に階上の構造部材2を載置し、その後、階上の構 造部材2をズラしても、制振鋼板10Cは、そのバリ15Cによって階下の構造 部材1に確実に固定されているので位置ズレしないという効果を奏する。A method for assembling the sound insulation structure according to the third embodiment will be described. This damping steel sheet 10C is preferably applied to a wooden building as shown below. First, a damping steel plate 10C is placed on a top surface of a structural member 1 downstairs in a wooden building at a desired position with its pair of burrs 15C, 15C formed facing downward. Then, the damping steel plate 10C is lightly hit from above with a mallet or a mallet. Then, the pair of burrs 15C, 15C of the vibration damping steel plate 10C enter the downstairs structural member 1 of the wooden building, so that the damping steel plate 10C can be easily attached to the structural member 1 downstairs. By repeating the above operation, a plurality of vibration damping steel plates 10C are attached to the upper surface of the structural member 1 downstairs along the longitudinal direction. As described above, there is an effect that any of the plurality of damping steel plates 10C can be accurately positioned and easily attached to the structural member 1 downstairs of the wooden building. Further, even if the structural member 2 on the floor is placed on the upper surface of the damping steel plate 10C and the structural member 2 on the floor is displaced thereafter, the damping steel plate 10C can be moved by the burrs 15C. Therefore, there is an effect that the position is not shifted because it is securely fixed.
【0017】 上記のごとき第3実施形態の遮音構造によれば、階上の音は、制振鋼板10C によって遮音され、しかもその振動が減衰されるので、階上での音が階下に騒音 として伝わるのを抑制することができるという効果を奏する。According to the sound insulation structure of the third embodiment as described above, the sound on the floor is sound-insulated by the damping steel plate 10C, and the vibration is attenuated. This has the effect of suppressing transmission.
【0018】 図6は制振鋼板10Dの単体図であって、(A)は下から見た斜視図、(B) は平面図である。同図に示すように、第4実施形態の遮音構造の制振鋼板10D は、その裏面に一対のバリ15D、15Dが形成されたものである。この制振鋼 板10Dは、その打抜孔13Dが、第3実施形態の制振鋼板10Cの打抜孔13 Cと異なり、打抜孔13Dの形状が四角形である。この打抜孔13Dを形成する には、先端が尖った四角錐のパンチを用いて、制振鋼板10Dの表裏面を貫通さ せて打ち抜けばよい。すると、制振鋼板10Dのバリ15Dは、四方割れの先端 がシャープに尖った形状となり、バリ15Dが木造建築物の階下の構造部材1に くい込みやすくなる。 このため、木造建築物の階下の構造部材1に、制振鋼板10Dを、より簡単に 取り付けることができ、しかも位置ズレしないという効果を奏する。 なお、打抜孔13Dの形状は、四角形だけでなく、三角形、五角形等の多角形 でもよく、バリ15Dの先端がシャープに尖っていれば好適である。FIG. 6 is a single view of the damping steel sheet 10 D, in which (A) is a perspective view seen from below and (B) is a plan view. As shown in the figure, the damping steel plate 10D of the sound insulation structure of the fourth embodiment has a pair of burrs 15D, 15D formed on the back surface. The punched hole 13D of the damping steel plate 10D is different from the punched hole 13C of the damped steel plate 10C of the third embodiment, and the punched hole 13D has a square shape. In order to form the punched holes 13D, a punch having a sharp-pointed quadrangular pyramid may be used to penetrate the damping steel plate 10D so as to penetrate the front and back surfaces thereof. Then, the burr 15D of the damping steel plate 10D has a sharply sharpened tip with four-sided cracks, so that the burr 15D can easily bite into the structural member 1 downstairs of the wooden building. For this reason, the damping steel plate 10D can be more easily attached to the structural member 1 downstairs of the wooden building, and there is an effect that the position is not shifted. The shape of the punched hole 13D may be not only a quadrangle but also a polygon such as a triangle and a pentagon, and it is preferable that the tip of the burr 15D is sharply pointed.
【0019】 上記のごとき第4実施形態の遮音構造によれば、階上の音は、制振鋼板10D によって遮音され、しかもその振動が減衰されるので、階上での音が階下に騒音 として伝わるのを抑制することができるという効果を奏する。According to the sound insulation structure of the fourth embodiment as described above, the sound on the floor is insulated by the damping steel plate 10D, and the vibration is attenuated. This has the effect of suppressing transmission.
【0020】 図7は制振鋼板10Eの単体図であって、(A)は下から見た斜視図、(B) は正面図である。同図に示すように、第5実施形態の遮音構造の制振鋼板10E は、前記制振鋼板10Bを、その背面から内側に向けて打抜孔13Eを打ち抜き 、バリ15Eを形成させたものである。 この場合、木造建築物における階上の構造部材2に制振鋼板10Eを簡単に、 取り付けることができ、しかも位置ズレしないという効果を奏する。 なお、打抜孔13Eは丸形でも四角形等の多角形でもよく、その形状は種々の 形状を採択しうる。また、バリ15Eの先端がシャープに尖っていれば好適であ る。 上記のごとき第5実施形態の遮音構造によれば、階上の音は、制振鋼板10E によって遮音され、しかもその振動が減衰されるので、階上での音が階下に騒音 として伝わるのを抑制することができるという効果を奏する。FIG. 7 is a single view of the damping steel sheet 10 E, in which (A) is a perspective view seen from below and (B) is a front view. As shown in the drawing, a damping steel plate 10E having a sound insulation structure according to a fifth embodiment is obtained by punching a punched hole 13E from the back surface of the damping steel plate 10B toward the inside to form a burr 15E. . In this case, the damping steel plate 10E can be easily attached to the structural member 2 upstairs in the wooden building, and further, there is an effect that the position does not shift. In addition, the punched hole 13E may be a polygon such as a round shape or a square shape, and various shapes can be adopted. It is preferable that the tip of the burr 15E is sharp. According to the sound insulation structure of the fifth embodiment as described above, the sound on the floor is insulated by the damping steel sheet 10E and its vibration is attenuated, so that the sound on the floor is transmitted to the downstairs as noise. This has the effect of being able to be suppressed.
【0021】[0021]
請求項1の遮音構造によれば、木造建築物や鉄骨建築物等において、階上の音 を制振鋼板によって減衰させ、階下に音が騒音として伝わるのを抑制できる。 請求項2の遮音構造によれば、木造建築物や鉄骨建築物等において、階上の音 を制振鋼板によって減衰させ、階下に音が騒音として伝わるのを抑制でき、しか も安価である。 請求項3の遮音構造によれば、木造建築物や鉄骨建築物等において、階上の音 を制振鋼板によって減衰させ、階下に音が騒音として伝わるのを抑制でき、しか も安価である。 請求項4の遮音構造によれば、木造建築物や鉄骨建築物等において、階下もし くは階上の構造部材にはめ込むことができるので、位置決めしやすい。 請求項5の遮音構造によれば、木造建築物の階下もしくは階上の構造部材に、 バリをくい込ませることができるので、簡単に取り付けることができ、位置ズレ しない。 請求項6の遮音構造によれば、木造建築物の階下もしくは階上の構造部材に、 バリを簡単にくい込ませることができるので、さらに簡単に取り付けることがで き、位置ズレしない。 According to the sound insulation structure of the first aspect, in a wooden building, a steel-framed building, or the like, the sound on the upper floor is attenuated by the damping steel plate, and the transmission of the sound to the lower floor as noise can be suppressed. According to the sound insulation structure of the second aspect, in a wooden building, a steel-framed building, or the like, the sound on the upper floor is attenuated by the damping steel plate, so that the transmission of the sound as noise to the lower floor can be suppressed, and the cost is low. According to the sound insulation structure of the third aspect, in a wooden building, a steel-framed building, or the like, the sound on the floor is attenuated by the damping steel plate, so that the sound is not transmitted to the floor down as noise, and the cost is low. According to the sound insulation structure of the fourth aspect, in a wooden building, a steel frame building, or the like, it can be fitted to a structural member below or above the floor, so that positioning is easy. According to the sound insulation structure of the fifth aspect, since the burr can be inserted into the structural member of the wooden building downstairs or on the floor, it can be easily attached and does not shift. According to the sound insulation structure of the sixth aspect, the burr can be easily inserted into the structural member on the lower or upper floor of the wooden building, so that the burr can be more easily attached and the position does not shift.
【図1】第1実施形態の遮音構造の概略斜視図である。FIG. 1 is a schematic perspective view of a sound insulation structure according to a first embodiment.
【図2】制振鋼板10Aの概略模式図である。FIG. 2 is a schematic diagram of a damping steel plate 10A.
【図3】第2実施形態の遮音構造の概略斜視図である。FIG. 3 is a schematic perspective view of a sound insulation structure according to a second embodiment.
【図4】第3実施形態の遮音構造の概略斜視図である。FIG. 4 is a schematic perspective view of a sound insulation structure according to a third embodiment.
【図5】第3実施形態の遮音構造の制振鋼板10Cの単
体図であって、(A)は下から見た斜視図、(B)は側
面図である。FIG. 5 is a single view of a damping steel sheet 10C having a sound insulation structure according to a third embodiment, where (A) is a perspective view seen from below and (B) is a side view.
【図6】第4実施形態の遮音構造の制振鋼板10Dの単
体図であって、(A)は下から見た斜視図、(B)は平
面図である。FIG. 6 is a single view of a damping steel plate 10D having a sound insulation structure according to a fourth embodiment, where (A) is a perspective view seen from below and (B) is a plan view.
【図7】第5実施形態の遮音構造の制振鋼板10Eの単
体図であって、(A)は下から見た斜視図、(B)は正
面図である。FIG. 7 is a single view of a damping steel sheet 10E having a sound insulation structure according to a fifth embodiment, wherein (A) is a perspective view seen from below, and (B) is a front view.
1 階下の構造部材 2 階上の構造部材 10A 制振鋼板 10B 制振鋼板 10C 制振鋼板 10D 制振鋼板 10E 制振鋼板 13C 打抜孔 13D 打抜孔 13E 打抜孔 15C バリ 15D バリ 15E バリ 1st floor structural member 2nd floor structural member 10A damping steel sheet 10B damping steel sheet 10C damping steel sheet 10D damping steel sheet 10E damping steel sheet 13C punching hole 13D punching hole 13E punching hole 15C burr 15D burr 15E burr
Claims (6)
に、制振鋼板が挟まれたことを特徴とする遮音構造。1. A sound insulation structure wherein a damping steel plate is sandwiched between a structural member on a lower floor and a structural member on a higher floor.
に、部分的に制振鋼板が挟まれたことを特徴とする遮音
構造。2. A sound insulation structure wherein a damping steel plate is partially sandwiched between a structural member on a lower floor and a structural member on a floor.
する請求項1または2記載の遮音構造。3. The sound insulation structure according to claim 1, wherein said damping steel plate is a flat plate.
面視コの字状に形成されたことを特徴とする請求項1ま
たは2記載の遮音構造。4. The sound insulation structure according to claim 1, wherein said damping steel plate is bent on both left and right sides and formed in a U-shape in cross section.
ことを特徴とする請求項1、2、3または4記載の遮音
構造。5. The sound insulation structure according to claim 1, wherein a burr is formed on a back surface of the damping steel sheet.
を特徴とする請求項5記載の遮音構造。6. The sound insulation structure according to claim 5, wherein a tip of said burr has a pointed shape.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP1997008890U JP3047341U (en) | 1997-09-19 | 1997-09-19 | Sound insulation structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1997008890U JP3047341U (en) | 1997-09-19 | 1997-09-19 | Sound insulation structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3047341U true JP3047341U (en) | 1998-04-10 |
Family
ID=43181653
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP1997008890U Expired - Lifetime JP3047341U (en) | 1997-09-19 | 1997-09-19 | Sound insulation structure |
Country Status (1)
Country | Link |
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JP (1) | JP3047341U (en) |
-
1997
- 1997-09-19 JP JP1997008890U patent/JP3047341U/en not_active Expired - Lifetime
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