JP2001329645A - Vibration-proof member, and strut structure using the same - Google Patents
Vibration-proof member, and strut structure using the sameInfo
- Publication number
- JP2001329645A JP2001329645A JP2000153254A JP2000153254A JP2001329645A JP 2001329645 A JP2001329645 A JP 2001329645A JP 2000153254 A JP2000153254 A JP 2000153254A JP 2000153254 A JP2000153254 A JP 2000153254A JP 2001329645 A JP2001329645 A JP 2001329645A
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- proof member
- rubber
- bundle
- iron plate
- 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.)
- Pending
Links
Landscapes
- Building Environments (AREA)
- Floor Finish (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、各種建築の基礎に
配置される、とくに、根太を上下動できる束柱部材によ
って束石上に支持した束柱の構造に好適に使用される防
振用部材に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-vibration member which is preferably used in a structure of a bundled pillar which is arranged on a foundation of various buildings, and which is supported on a boulder by a pillar member capable of vertically moving a joist. About.
【0002】[0002]
【従来の技術】従来、各種建築の基礎を構成する束柱と
しては、図4の(a)に示すように、束石1に、防振ゴ
ム4を介して束柱部材2としての木材を置き、この束柱
木材を根太3に釘付けする方式、あるいは、同図(b)
に示すように、スクリューによって上下動を可能にした
鉄製あるいはプラスチックス製の束柱部材2を介して根
太3を支持する方式が採られていた。2. Description of the Related Art Conventionally, as a bundling pillar constituting a foundation of various buildings, as shown in FIG. And then nail this bundle of timber to the joist 3 or the same figure (b)
As shown in (1), a method of supporting the joist 3 via a bundle member 2 made of iron or plastics, which can be moved up and down by a screw, has been adopted.
【0003】また、近年、市街地あるいはその周辺での
騒音、振動に対応するために、図5に示すように、プラ
スチックス製の束柱部材2と根太3との間に、防振ゴム
4を配置した構造のものが見られるようになった。とこ
ろが、プラスチックスと防振ゴムとは、それぞれに、成
形温度が異なるために、一体構造体とすることができ
ず、また、束柱部材2の上方束柱部材のスクリューロッ
ド5の頂部に防振ゴム4の防振ゴム受け部材51を設
け、この中に防振ゴム4を配置したのち、防振ゴム受け
部材51と根太3とを釘止めする複雑な構造となってい
る。In recent years, in order to cope with noises and vibrations in or around an urban area, as shown in FIG. 5, an anti-vibration rubber 4 is provided between a bundle member 2 made of plastics and a joist 3. You can see the structure of the arrangement. However, the plastics and the vibration-isolating rubber cannot be formed as an integrated structure because the molding temperatures are different from each other, and the plastics and the anti-vibration rubber are also provided on the top of the screw rod 5 of the upper bundle member of the bundle member 2. A vibration-proof rubber receiving member 51 of the vibration-proof rubber 4 is provided, and after the vibration-proof rubber 4 is disposed therein, the vibration-proof rubber receiving member 51 and the joist 3 are nailed.
【0004】また、防振用部材の構造として防振ゴムを
上下から支持鉄板によって挟んだ構造のものもあるが、
防振ゴムと支持鉄板との間の接合力が弱く、図5に示す
ような束柱部材2の支持に適用しても、防振ゴムが支持
鉄板から剥がれ易く、不安定である。[0004] As a structure of a vibration isolating member, there is also a structure in which a vibration isolating rubber is sandwiched between supporting iron plates from above and below.
The bonding force between the vibration isolating rubber and the supporting iron plate is weak, so that even when applied to support the bundled column member 2 as shown in FIG. 5, the vibration isolating rubber is easily peeled off from the supporting iron plate and is unstable.
【0005】[0005]
【発明が解決しようとする課題】本発明が解決しようと
する課題は、上下方向のみならず、左右方向の振動にも
対応でき、防振材の構造として強度上も安定し、さらに
は、取り付けも便利な吸振性、防音性にも優れた防振用
部材とそれを用いた束柱の構造を提供することにある。The problem to be solved by the present invention is that it can cope not only with vertical vibrations but also with horizontal vibrations, and as a structure of a vibration-proof material, its strength is stable. Another object of the present invention is to provide a vibration-proof member having excellent vibration absorption and sound-proof properties and a structure of a bundle using the same.
【0006】[0006]
【課題を解決するための手段】本発明は、支持鉄板とこ
れの面に接着された防振ゴムとからなる防振用部材であ
って、防振ゴムと支持鉄板との接着が、防振ゴムの接合
面の加硫処理によるものである。この加硫処理によっ
て、防振ゴムと支持鋼材との間の接着性を高めたもので
ある。SUMMARY OF THE INVENTION The present invention relates to a vibration isolating member comprising a supporting iron plate and a vibration isolating rubber bonded to a surface of the supporting iron plate. This is due to the vulcanization of the rubber bonding surface. By this vulcanization treatment, the adhesiveness between the vibration isolating rubber and the supporting steel material is enhanced.
【0007】また、加硫処理に際して、支持鋼材と一体
構造のスタッドを防振ゴム内に進入配置せしめることに
よって、スタッドによるアンカー効果によって、支持鋼
材に対する防振ゴムの固定を確実にすることができる。Further, in the vulcanization treatment, the stud having an integral structure with the supporting steel material is inserted into the vibration isolating rubber and arranged, so that the fixing of the vibration isolating rubber to the supporting steel material can be ensured by the anchor effect of the stud. .
【0008】さらに、支持鋼材を平板状基板の一縁に立
ち上がり部を有するL字形の断面形状とし、このL字形
の断面形状の平板状基板と立ち上がり部の内側面に防振
ゴムを配置した構造とすることによって、L字形の内面
の防振ゴムに防振すべき建築材の側面も防振することが
可能となる。Further, the supporting steel material has an L-shaped cross-sectional shape having a rising portion at one edge of the flat substrate, and a flat substrate having the L-shaped cross-sectional shape and a vibration isolating rubber disposed on the inner surface of the rising portion. By doing so, the side surfaces of the building material to be vibration-proofed on the L-shaped inner vibration-proof rubber can also be vibration-proofed.
【0009】[0009]
【発明の実施の形態】以下、本発明の防振用部材を束柱
に適用した図1に示す実施例10によって、本発明の実
施の形態を説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to an embodiment 10 shown in FIG. 1 in which the vibration damping member of the present invention is applied to a bundle.
【0010】図1に示す本発明に係る束柱構造10にお
いて、根太3は束石1の上に置かれた束柱部材2によっ
て支持されている。20は、束柱部材2と束石1との間
に配置された第1の防振用部材を示す。この第1の防振
用部材20の断面構造を図2に示す。図2のように、板
状の防振ゴム4の両面を支持鉄板6によって挟み、加硫
処理によって支持鉄板6と強固に接着している。さら
に、防振ゴム4内には、支持鉄板と一体構造のスタッド
61を進入配置せしめ、スタッド61によるアンカー効
果によって、防振ゴム4と支持鉄板6との間の接合を強
化している。従って、この第1の防振部用材20を、束
柱部材2と束石1との間に載置しても、横振動によっ
て、防振部材10の防振ゴム4と支持鉄板6が剥がれて
ずれることはなく、また、束石1からの束柱部材2への
振動の伝播が低減される。同図において、この防振部材
10の上面には、束柱部材2の束柱部材のスクリューロ
ッド5が一体的に取り付けられている。In the bundle structure 10 according to the present invention shown in FIG. 1, the joist 3 is supported by the bundle member 2 placed on the slab 1. Reference numeral 20 denotes a first vibration damping member arranged between the pillar member 2 and the slab 1. FIG. 2 shows a cross-sectional structure of the first vibration isolation member 20. As shown in FIG. 2, both surfaces of the plate-shaped anti-vibration rubber 4 are sandwiched between the supporting iron plates 6, and are firmly bonded to the supporting iron plates 6 by vulcanization. Further, a stud 61 having an integral structure with the supporting iron plate is inserted into the anti-vibration rubber 4, and the bonding between the anti-vibration rubber 4 and the supporting iron plate 6 is strengthened by the anchor effect of the stud 61. Therefore, even if the first vibration-proofing member 20 is placed between the pillar member 2 and the slab 1, the vibration-proof rubber 4 and the supporting iron plate 6 of the vibration-proofing member 10 are peeled off by the lateral vibration. There is no deviation, and the propagation of vibration from the slab 1 to the spar member 2 is reduced. In the figure, a screw rod 5 of a bundle member of the bundle member 2 is integrally attached to an upper surface of the vibration isolating member 10.
【0011】図1に戻って、30は束柱部材2の束柱部
材のスクリューロッド5と根太3との間に配置される第
2の防振用部材を示す。図3に、この第2の防振部材3
0の構造をわかり易く示している。この図3に示すよう
に、支持鉄板6は、その平板状基板62の一方の端縁に
立ち上がり部63を形成して断面がL字形の形状とし、
このL字形の断面形状の平板状基板62と立ち上がり部
63の内側面に防振ゴム4を設けたものである。そし
て、この第2の防振部材30の支持鉄板6の平板状基板
62の下面には、束柱部材2の束柱部材のスクリューロ
ッド5が一体的に取り付けられている。また、64は、
防振部材を根太に取り付けるための釘材の挿入穴を示
す。Returning to FIG. 1, reference numeral 30 denotes a second vibration isolation member disposed between the screw rod 5 and the joist 3 of the bundle member of the bundle member 2. FIG. 3 shows the second vibration isolator 3
0 is clearly shown. As shown in FIG. 3, the supporting iron plate 6 has a rising portion 63 formed at one edge of the flat substrate 62 to have an L-shaped cross section.
The anti-vibration rubber 4 is provided on the inner surface of the flat substrate 62 and the rising portion 63 having the L-shaped cross section. The screw rod 5 of the bundle member of the bundle member 2 is integrally attached to the lower surface of the flat substrate 62 of the support iron plate 6 of the second vibration isolation member 30. Also, 64 is
9 shows an insertion hole for a nail material for attaching the vibration isolator to the joist.
【0012】そして、図1に示すように、第1の防振部
材20を束柱部材2と束石1との間に配置し、また、束
柱部材2の束柱部材のスクリューロッド5と根太3との
間に配置される第2の防振部材30のL字形の支持鉄板
6の平板状基板62の上に、根太3を置いた状態で支持
し、それぞれの束柱部材のスクリューロッド5を束柱部
材2の束柱部材の本体7内に螺合挿入して束柱としたも
のである。Then, as shown in FIG. 1, the first vibration isolating member 20 is arranged between the pillar member 2 and the slab 1, and the first vibration isolation member 20 is connected to the screw rod 5 of the pillar member of the bundle member 2. The joist 3 is supported on the flat substrate 62 of the L-shaped supporting iron plate 6 of the second vibration isolating member 30 disposed between the joist 3 and the screw rods of the bundle members. 5 is inserted into the main body 7 of the bundle member 2 of the bundle member 2 to form a bundle.
【0013】[0013]
【発明の効果】本発明によって以下の効果を奏すること
ができる。According to the present invention, the following effects can be obtained.
【0014】1.本発明の防振用部材は、防振ゴムと支
持鋼材とを強固に一体的にした構造であるので、木造建
築に適用しても、建築に際しての不安定な要因となるこ
とはない。1. Since the anti-vibration member of the present invention has a structure in which the anti-vibration rubber and the supporting steel material are firmly integrated, even when applied to a wooden building, it does not become an unstable factor at the time of building.
【0015】2.建築物に及ぼされる如何なる型の振動
に対しても対応できるもので、束柱に適用することによ
って、振動を減衰し、防音効果を高めた建築物を得るこ
とができる。2. It can cope with any type of vibration exerted on a building. By applying the present invention to a bundle, it is possible to obtain a building in which the vibration is attenuated and the soundproofing effect is enhanced.
【図1】 本発明の防振部材を使用した束柱の構造を示
す。FIG. 1 shows a structure of a bundle column using a vibration isolating member of the present invention.
【図2】 本発明の第1の実施例に係る防振部材を示
す。FIG. 2 shows a vibration isolating member according to a first embodiment of the present invention.
【図3】 本発明の第2の実施例に係る防振部材を示
す。FIG. 3 shows an anti-vibration member according to a second embodiment of the present invention.
【図4】 従来の束柱の構造例を示す。FIG. 4 shows a structural example of a conventional bundle column.
【図5】 従来の束柱の第2の構造例を示す。FIG. 5 shows a second structural example of a conventional bundled pillar.
1 束石 2 束柱部材 21 束柱部材の本体 3 根太 4 防振ゴム 5 束柱部材のスクリューロッド 51 防振ゴム受け部材 6 支持鉄板 61 スタッド 62 平板状基板 63 立ち上
がり部 64 釘材の挿入穴 7 束柱部材の本体 10,20,30 本発明の実施例REFERENCE SIGNS LIST 1 bundled stone 2 bundled pillar member 21 bundled pillar member main body 3 joist 4 anti-vibration rubber 5 bundled pillar member screw rod 51 vibration-proof rubber receiving member 6 supporting iron plate 61 stud 62 plate-shaped substrate 63 rising portion 64 nail hole insertion hole 7 Main body of bundle member 10, 20, 30 Example of the present invention
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04F 15/18 601 E04F 15/18 601J F16F 15/08 F16F 15/08 U ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04F 15/18 601 E04F 15/18 601J F16F 15/08 F16F 15/08 U
Claims (4)
加硫処理によって支持鉄板と接着した防振用部材。An anti-vibration member in which at least one surface of a plate-shaped anti-vibration rubber is bonded to a supporting iron plate by vulcanization.
ム内に進入配置せしめた請求項1に記載の防振用部材。2. The vibration isolating member according to claim 1, wherein a stud integrally formed with the supporting iron plate is inserted into the vibration isolating rubber.
たL字形の断面形状とし、このL字形の断面形状の平板
状基板と立ち上がり部の内側面に防振ゴムを設けた請求
項1または請求項2に記載の防振用部材。3. The supporting iron plate has an L-shaped cross-sectional shape in which a rising portion is formed at one edge, and a flat substrate having the L-shaped cross-sectional shape and a vibration isolating rubber provided on an inner surface of the rising portion. The vibration isolating member according to claim 2.
石上に支持した束柱の構造において、 束柱部材と束石との間に、板状の防振ゴムの両面を加硫
処理によって支持鉄板と接着した防振用部材を配置し、 束柱部材と根太との間に、支持鉄板を一縁に立ち上がり
部を形成したL字形の断面形状とし、このL字形の断面
形状の平板状基板と立ち上がり部の内側面に防振ゴムを
設けた防振用部材を配置した束柱の構造。4. A structure of a bundle in which a joist is supported on a slab by means of a slab that can move up and down, wherein both sides of a plate-shaped vibration-proof rubber are vulcanized between the slab and the slab. An anti-vibration member adhered to the supporting iron plate is arranged, and between the bundle member and the joist, the supporting iron plate has an L-shaped cross-sectional shape with a rising portion formed at one edge, and the L-shaped cross-sectional plate shape A structure of a bundle column in which a vibration isolating member having a vibration isolating rubber provided on the inner surface of the substrate and the rising portion is arranged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000153254A JP2001329645A (en) | 2000-05-24 | 2000-05-24 | Vibration-proof member, and strut structure using the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000153254A JP2001329645A (en) | 2000-05-24 | 2000-05-24 | Vibration-proof member, and strut structure using the same |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2001329645A true JP2001329645A (en) | 2001-11-30 |
Family
ID=18658550
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000153254A Pending JP2001329645A (en) | 2000-05-24 | 2000-05-24 | Vibration-proof member, and strut structure using the same |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2001329645A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107387659A (en) * | 2017-09-11 | 2017-11-24 | 安徽信息工程学院 | A kind of engine mounting |
JP2018053479A (en) * | 2016-09-27 | 2018-04-05 | 積水化学工業株式会社 | Stairway damping column and stairway damping structure |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55129554A (en) * | 1979-03-26 | 1980-10-07 | Someno Seisakusho Kk | Floor bed |
JPH10168969A (en) * | 1996-12-06 | 1998-06-23 | Inax Corp | Vibration isolation support structure of waterproof floor part in bath room |
JP2000015744A (en) * | 1998-06-29 | 2000-01-18 | Nippon Steel Corp | Steel pile having heavy-corrosionproof coating |
-
2000
- 2000-05-24 JP JP2000153254A patent/JP2001329645A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55129554A (en) * | 1979-03-26 | 1980-10-07 | Someno Seisakusho Kk | Floor bed |
JPH10168969A (en) * | 1996-12-06 | 1998-06-23 | Inax Corp | Vibration isolation support structure of waterproof floor part in bath room |
JP2000015744A (en) * | 1998-06-29 | 2000-01-18 | Nippon Steel Corp | Steel pile having heavy-corrosionproof coating |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018053479A (en) * | 2016-09-27 | 2018-04-05 | 積水化学工業株式会社 | Stairway damping column and stairway damping structure |
CN107387659A (en) * | 2017-09-11 | 2017-11-24 | 安徽信息工程学院 | A kind of engine mounting |
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