Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6065566B2 - Sound insulation for road bridges - Google Patents
[go: Go Back, main page]

JP6065566B2 - Sound insulation for road bridges - Google Patents

Sound insulation for road bridges Download PDF

Info

Publication number
JP6065566B2
JP6065566B2 JP2012271601A JP2012271601A JP6065566B2 JP 6065566 B2 JP6065566 B2 JP 6065566B2 JP 2012271601 A JP2012271601 A JP 2012271601A JP 2012271601 A JP2012271601 A JP 2012271601A JP 6065566 B2 JP6065566 B2 JP 6065566B2
Authority
JP
Japan
Prior art keywords
sound
layer
sound insulation
absorbing layer
insulation member
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.)
Active
Application number
JP2012271601A
Other languages
Japanese (ja)
Other versions
JP2014114676A (en
Inventor
一俊 三瓶
一俊 三瓶
小野 一則
一則 小野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yokohama Rubber Co Ltd
Original Assignee
Yokohama Rubber Co Ltd
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
Application filed by Yokohama Rubber Co Ltd filed Critical Yokohama Rubber Co Ltd
Priority to JP2012271601A priority Critical patent/JP6065566B2/en
Publication of JP2014114676A publication Critical patent/JP2014114676A/en
Application granted granted Critical
Publication of JP6065566B2 publication Critical patent/JP6065566B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Description

本発明は道路橋用遮音部材に関する。   The present invention relates to a sound insulation member for a road bridge.

高架の道路や橋梁(以下道路橋という)においては、温度変化などによる床版の伸縮を吸収するために、床版間の遊間や、床版と橋台との間の遊間を道路橋用伸縮装置を介して接続する。
そのため、道路橋上を走行する車両が、道路橋用伸縮装置を通過する際に発する騒音が、上記の遊間を下方へ伝播して拡散し、周辺住民に騒音被害を与えるという問題があった。
そこで、道路橋用伸縮装置の下方において、2つの主桁の互いに対向する端面間の遊間、あるいは、互いに対向する主桁の端面と橋台の端面との間の遊間に板状の発泡体を上下方向に積層してなる道路橋用遮音部材を設けることで騒音を遮蔽することが行われている(特許文献1参照)。
For elevated roads and bridges (hereinafter referred to as road bridges), in order to absorb the expansion and contraction of the floor slabs due to temperature changes, etc., the expansion device for road bridges is used between the slabs and between the slabs and the abutments. Connect through.
For this reason, there is a problem in that noise generated when a vehicle traveling on a road bridge passes through the expansion device for the road bridge propagates downward in the above gap and spreads, and causes noise damage to the surrounding residents.
Therefore, below the expansion device for the road bridge, the plate-like foam is moved up and down between the gaps between the opposite end faces of the two main girders or between the end faces of the opposite main girders and the end face of the abutment. Noise is shielded by providing a sound insulation member for road bridges laminated in a direction (see Patent Document 1).

特開2009−293248号公報JP 2009-293248 A

しかしながら、上記従来技術では、道路橋用遮音部材が発泡体のみから構成されていることから遮音効果の向上を図るためには、発泡体の厚さを大きくする必要があり、発泡体の厚さが大きくなるほど、材料コストがかかる不都合がある。
本発明は、このような事情に鑑みてなされたものであり、コストの低減を図りつつ遮音効果の向上を図る上で有利な道路橋用遮音部材を提供することを目的とする。
However, in the above prior art, since the sound insulation member for road bridges is composed only of the foam, it is necessary to increase the thickness of the foam in order to improve the sound insulation effect. There is a disadvantage that the material cost increases as the value increases.
This invention is made | formed in view of such a situation, and it aims at providing the sound insulation member for road bridges advantageous in aiming at the improvement of the sound insulation effect, aiming at cost reduction.

上記目的を達成するために、本発明は、2つの主桁の互いに対向する端面間の遊間、あるいは、互いに対向する主桁の端面と橋台の端面との間の遊間に配置される道路橋用遮音部材であって、厚さ、幅、長さを有する弾性変形可能な板状の吸音層と、前記吸音層の幅方向の両端に取着され前記吸音層の厚さ方向に離れた箇所を通って前記吸音層を包む弾性変形可能な筒状の遮音層とを備え、前記吸音層の厚さ方向を上下方向に向け、かつ、前記吸音層の幅方向の両端に取着された前記遮音層の箇所を前記各端面に弾接させて前記遊間に配置され、前記遊間に配置された状態で、前記吸音層の上面とこの上面の上方に位置する遮音層の部分との間および前記吸音層の下面とこの下面の下方に位置する遮音層の部分との間の何れか一方に空気層が形成されることを特徴とする。   In order to achieve the above-mentioned object, the present invention is for a road bridge disposed between a gap between two end faces of two main girders facing each other or between a face face of the opposite main girders and an end face of an abutment. A sound insulating member, which is an elastically deformable plate-like sound absorbing layer having a thickness, width, and length, and a portion attached to both ends in the width direction of the sound absorbing layer and separated in the thickness direction of the sound absorbing layer. An acoustically deformable cylindrical sound insulation layer that wraps around the sound absorption layer, the sound insulation layer being attached to both ends in the width direction of the sound absorption layer with the thickness direction of the sound absorption layer being directed vertically The layer portion is elastically contacted with each of the end faces, and is disposed between the play. In the state of being disposed between the play, the sound absorbing layer is disposed between the upper surface of the sound absorbing layer and a portion of the sound insulating layer positioned above the upper surface. An air layer is formed between the lower surface of the layer and the portion of the sound insulating layer located below the lower surface. Characterized in that it is made.

本発明によれば、吸音層の上面とこの上面の上方に位置する遮音層の部分との間および吸音層の下面とこの下面の下方に位置する遮音層の部分との間の何れか一方に空気層が形成される。
したがって、上下の遮音層による遮音効果と吸音層による吸音効果とに加え、空気層によって上下の遮音層の部分の間の間隔を大きく確保することで遮音効果の向上を図る上で有利となる。また、従来技術のように遮音効果を向上させるために発泡体の厚さを大きくする必要がないため、コストの低減を図る上で有利となる。
According to the present invention, between the upper surface of the sound absorbing layer and the portion of the sound insulating layer positioned above the upper surface and between the lower surface of the sound absorbing layer and the portion of the sound insulating layer positioned below the lower surface. An air layer is formed.
Therefore, in addition to the sound insulation effect by the upper and lower sound insulation layers and the sound absorption effect by the sound absorption layer, it is advantageous to improve the sound insulation effect by ensuring a large space between the upper and lower sound insulation layers by the air layer. Moreover, since it is not necessary to increase the thickness of the foam in order to improve the sound insulation effect unlike the prior art, it is advantageous in reducing the cost.

実施の形態における道路橋用遮音部材10を設置した例を示す断面図である。It is sectional drawing which shows the example which installed the sound insulation member 10 for road bridges in embodiment.

次に本発明の実施の形態について図面を参照して説明する。
図1に示すように、道路橋2は、橋脚によって支持された多数の主桁4が橋軸方向に並べられて構成されており、それら主桁4の上に路面を構成する床版6が設けられている。
対向する床版6の端面6Aの間の遊間、あるいは、対向する床版6の端面6Aと橋台の端面(壁面)との間の遊間には、床版6の伸縮を吸収する従来公知の道路橋用伸縮装置8が設置されている。
道路橋用伸縮装置8は、ゴムや鉄板などの部材が組み合わされて構成されており、この部分を車両が通過することによって衝撃騒音が発生する。
Next, embodiments of the present invention will be described with reference to the drawings.
As shown in FIG. 1, the road bridge 2 is configured by arranging a large number of main girders 4 supported by piers in the bridge axis direction, and a floor slab 6 constituting a road surface is formed on the main girders 4. Is provided.
A conventionally known road that absorbs expansion and contraction of the floor slab 6 between the gap between the end faces 6A of the opposing floor slab 6 or between the end face 6A of the opposite floor slab 6 and the end face (wall surface) of the abutment. A bridge extension device 8 is installed.
The road bridge telescopic device 8 is configured by combining members such as rubber and iron plate, and impact noise is generated when the vehicle passes through this portion.

道路橋用遮音部材10は、2つの主桁4の互いに対向する端面4A間の遊間5に配置され、上記の道路橋用伸縮装置8通過時の衝撃騒音を遮音するものである。
本実施の形態の道路橋用遮音部材10は、吸音層12と、遮音層14とを備えている。
The sound insulation member 10 for road bridges is disposed in the gap 5 between the end faces 4A of the two main girders 4 facing each other, and insulates the impact noise when passing through the road bridge telescopic device 8.
The sound insulation member 10 for a road bridge according to the present embodiment includes a sound absorption layer 12 and a sound insulation layer 14.

吸音層12は、均一の厚さと均一の幅を有し、主桁4の端面4Aの橋軸方向と直交する方向の長さに対応した長さを有する板状を呈している。   The sound absorbing layer 12 has a uniform thickness and a uniform width, and has a plate shape having a length corresponding to the length of the end face 4A of the main girder 4 in the direction orthogonal to the bridge axis direction.

遮音層14は、筒状を呈し、吸音層12の幅方向の両端1202に取着され吸音層12の厚さ方向に離れた箇所を通って吸音層12を包んでおり、主桁4の端面4Aの橋軸方向と直交する方向の長さに対応した長さを有している。したがって、道路橋用遮音部材10は、吸音層12および遮音層14が一体的に構成されている。
遮音層14は、弾性変形可能でかつ遮音性能に優れた材料で形成されている。
遮音層14を構成する材料としては、例えば、クロロプレンゴムによって形成されたゴムシートが使用可能である。
ゴムシートは、布入ゴムシートであっても布が入らないゴムシートであっても遮音性能は変わらないが、遮音層14に布入ゴムシートを用いると、耐久性および強度を確保する上で有利となる。
遮音層14の厚さは、例えば、2〜3mm程度である。
The sound insulation layer 14 has a cylindrical shape, is attached to both ends 1202 in the width direction of the sound absorption layer 12, and wraps the sound absorption layer 12 through portions separated in the thickness direction of the sound absorption layer 12. It has a length corresponding to the length in the direction orthogonal to the bridge axis direction of 4A. Therefore, in the sound insulation member 10 for road bridges, the sound absorption layer 12 and the sound insulation layer 14 are integrally formed.
The sound insulation layer 14 is formed of a material that can be elastically deformed and has excellent sound insulation performance.
As a material constituting the sound insulation layer 14, for example, a rubber sheet formed of chloroprene rubber can be used.
Even if the rubber sheet is a cloth-filled rubber sheet or a rubber sheet that does not contain cloth, the sound insulation performance does not change. However, if a cloth-filled rubber sheet is used for the sound insulation layer 14, durability and strength can be secured. It will be advantageous.
The thickness of the sound insulation layer 14 is, for example, about 2 to 3 mm.

吸音層12は、弾性変形可能でかつ吸音性能に優れた材料で形成されている。
吸音層12を構成する材料としては、例えば、ウレタンフォームやクロロプレンゴムスポンジなどの発泡体が使用可能である。
吸音層12の厚さは、例えば、20mm以上であるが、遊間5の寸法が長くなるほど吸音層12の厚さを大きくして吸音層12の幅方向の両端1202の面積を拡大することが、吸音層12の幅方向の両端1202に取着された遮音層14の箇所と各端面4Aとを安定して弾接させる上で好ましい。
また、吸音層12の幅と、遮音層14の2層分の厚さとの和が道路橋用遮音部材10の橋軸方向の寸法(幅)となる。
この道路橋用遮音部材10の幅は、主桁4の遊間5の最大幅以上とすることが、主桁4の収縮が発生した場合に道路橋用遮音部材10と主桁4の端面4Aとの間を隙間なく弾接させることができ好ましい。
The sound absorbing layer 12 is formed of a material that is elastically deformable and has excellent sound absorbing performance.
As a material constituting the sound absorbing layer 12, for example, a foam such as urethane foam or chloroprene rubber sponge can be used.
The thickness of the sound absorbing layer 12 is, for example, 20 mm or more, but the thickness of the sound absorbing layer 12 is increased as the dimension of the gap 5 is increased, and the area of both ends 1202 in the width direction of the sound absorbing layer 12 is increased. It is preferable in order to stably elastically contact the portions of the sound insulating layer 14 attached to both ends 1202 in the width direction of the sound absorbing layer 12 and the respective end surfaces 4A.
Further, the sum of the width of the sound absorbing layer 12 and the thickness of the two sound insulating layers 14 is the dimension (width) in the bridge axis direction of the sound insulating member 10 for road bridges.
The width of the sound insulation member 10 for the road bridge is set to be equal to or greater than the maximum width of the gap 5 of the main girder 4. When the main girder 4 contracts, the road bridge sound insulation member 10 and the end face 4A of the main girder 4 It is preferable that it can be elastically contacted with no gap.

また、吸音層12を構成する材料としては、ウレタンフォームが以下の点でクロロプレンゴムスポンジに比較して有利である。
第1に、ウレタンフォームはクロロプレゴムスポンジに比較して柔らかいため、施工に要する手間がかからない利点がある。
すなわち、季節の温度変化により主桁4が伸縮することで橋軸方向における遊間5の寸法が変化するため、例えば、夏季では、主桁4が伸長して橋軸方向における遊間5の寸法が狭くなり、冬季では、主桁4が収縮して遊間5の寸法が広くなる。
そのため、夏季の場合、狭くなった遊間5に道路橋用遮音部材10を挿入する際、クロロプレンゴムスポンジに比較してウレタンフェームは容易に変形するため、施工する際に手間がかからない。
第2に、ウレタンフォームは、クロロプレンゴムスポンジに比較して材料コストが安価である。
As a material constituting the sound absorbing layer 12, urethane foam is advantageous in comparison with chloroprene rubber sponge in the following points.
First, since urethane foam is softer than chloropre-rubber sponge, there is an advantage that it does not require labor for construction.
That is, since the main girder 4 expands and contracts due to the temperature change in the season, the dimension of the gap 5 in the bridge axis direction changes. For example, in the summer, the main girder 4 extends and the dimension of the gap 5 in the bridge axis direction becomes narrow. Thus, in winter, the main girder 4 contracts and the size of the clearance 5 becomes wider.
Therefore, in the summer, when the sound insulation member 10 for road bridges is inserted into the narrow gap 5, the urethane fame is easily deformed compared to the chloroprene rubber sponge, so that it does not take time and effort to construct.
Secondly, urethane foam has a lower material cost than chloroprene rubber sponge.

道路橋用遮音部材10は、吸音層12の厚さ方向を上下方向に向け、かつ、吸音層12の幅方向の両端1202に取着された遮音層14の箇所1402を主桁4の各端面4Aに弾接させて遊間5に配置される。
そして、遊間5に配置された状態で、吸音層12の上面1210とこの上面1210の上方に位置する遮音層14の部分1410との間および吸音層12の下面1212とこの下面1212の下方に位置する遮音層14の部分1412との間の何れか一方に空気層16が形成される。
本実施の形態では、空気層16は、吸音層12の上面1210と遮音層14の部分1410との間、および、吸音層12の下面1212と遮音層14の部分1412との間の双方に形成されている。
空気層16は、吸音層12の上面1210の上方に位置する遮音層14の部分1410の下面から吸音層12の下面1212の下方に位置する遮音層14の部分1412の上面までの距離が例えば230mm以上となる厚さになるように形成される。
このような空気層16を確保することにより、吸音層12の上下に位置する遮音層14の部分1410、1412の間の間隔を大きく確保することができ遮音性能の向上を図る上で有利となる。
The sound insulation member 10 for road bridges has the sound absorption layer 12 oriented in the vertical direction and the sound insulation layer 14 portions 1402 attached to both ends 1202 in the width direction of the sound absorption layer 12 are connected to the end faces of the main beam 4. 4A is placed in play space 5 in elastic contact.
Then, in a state of being arranged in the gap 5, it is located between the upper surface 1210 of the sound absorbing layer 12 and the portion 1410 of the sound insulating layer 14 located above the upper surface 1210 and below the lower surface 1212 of the sound absorbing layer 12 and the lower surface 1212. An air layer 16 is formed between the portion 1412 and the portion 1412 of the sound insulating layer 14 to be formed.
In the present embodiment, the air layer 16 is formed both between the upper surface 1210 of the sound absorbing layer 12 and the portion 1410 of the sound insulating layer 14 and between the lower surface 1212 of the sound absorbing layer 12 and the portion 1412 of the sound insulating layer 14. Has been.
The air layer 16 has a distance from the lower surface of the portion 1410 of the sound insulating layer 14 positioned above the upper surface 1210 of the sound absorbing layer 12 to the upper surface of the portion 1412 of the sound insulating layer 14 positioned below the lower surface 1212 of the sound absorbing layer 12, for example, 230 mm. It is formed to have the above thickness.
By securing such an air layer 16, it is possible to secure a large space between the portions 1410 and 1412 of the sound insulation layer 14 located above and below the sound absorption layer 12, which is advantageous in improving sound insulation performance. .

次に、道路橋用遮音部材10の取り付け方法について説明する。
道路橋用遮音部材10を遊間5の下方から挿入する。
そして、吸音層12の厚さ方向を上下方向に向け、吸音層12の幅方向が橋軸方向に沿って延在するように、吸音層12の幅方向の両端1202に取着された遮音層14の箇所1402を主桁4の各端面4Aに弾接させて配置する。
この際、道路橋用遮音部材10の下方に落下防止用の金具18を設けると、道路橋用遮音部材10が遊間5から下方への移動を阻止し、道路橋用遮音部材10を遊間5内に留める上で有利となる。
なお、吸音層12の幅方向の両端1202に取着された遮音層14の箇所1402と主桁4の端面4Aとを接着剤を用いて取着すれば、道路橋用遮音部材10を安定して配置する上で有利となる。
以上で道路橋用遮音部材10の遊間5に対する取り付けが完了する。
Next, the attachment method of the sound insulation member 10 for road bridges is demonstrated.
The sound insulation member 10 for the road bridge is inserted from below the gap 5.
The sound insulating layer is attached to both ends 1202 in the width direction of the sound absorbing layer 12 so that the thickness direction of the sound absorbing layer 12 is directed vertically and the width direction of the sound absorbing layer 12 extends along the bridge axis direction. Fourteen locations 1402 are arranged in elastic contact with the end faces 4A of the main beam 4.
At this time, if a metal fitting 18 for preventing the fall is provided below the sound insulation member 10 for the road bridge, the sound insulation member 10 for the road bridge prevents the downward movement from the gap 5 and the sound insulation member 10 for the road bridge is placed in the gap 5. It is advantageous to keep the
The sound insulation member 10 for a road bridge can be stabilized by attaching the portions 1402 of the sound insulation layer 14 attached to both ends 1202 in the width direction of the sound absorbing layer 12 and the end surface 4A of the main girder 4 using an adhesive. This is advantageous for the arrangement.
This completes the attachment of the sound insulation member 10 for road bridges to the gap 5.

次に、作用効果について説明する。
本実施の形態では、吸音層12の上面1210とこの上面1210の上方に位置する遮音層14の部分1410との間および吸音層12の下面1212とこの下面1212の下方に位置する遮音層14の部分1412との間の双方に空気層16が形成される。
したがって、従来技術のように単に発泡体を積層した構成に比較して、吸音層12の上下に位置する遮音層14の部分1410、1412による遮音効果と吸音層12による吸音効果とに加え、空気層16によって吸音層12の上下に位置する遮音層14の部分1410、1412の間隔を大きく確保することで遮音効果を格段に高める上で有利となる。
そのため、道路橋用伸縮装置8の部分を車両が通過することで発生する衝撃騒音が効果的に遮音され、道路橋2の下方における騒音の低下を図る上で有利となる。
また、従来技術のように発泡体のみからなる構成に比べ、発泡体の厚さを大きくすることなく遮音効果が得られることから、コストの低減を図る上で有利となる。
また、道路橋用遮音部材10は、吸音層12および遮音層14が一体的に構成されているため、道路橋用遮音部材10を遊間5の下方から遊間5に挿入するだけで、道路橋用遮音部材10を遊間5に配置することができる。
したがって、遊間5の幅が狭く、遊間5内に作業者が入るスペースを確保できないような場合であっても、道路橋用遮音部材10の設置作業を簡単かつ確実に行なうことができる。
Next, operational effects will be described.
In the present embodiment, between the upper surface 1210 of the sound absorbing layer 12 and the portion 1410 of the sound insulating layer 14 located above the upper surface 1210 and between the lower surface 1212 of the sound absorbing layer 12 and the sound insulating layer 14 located below the lower surface 1212. An air layer 16 is formed between both portions 1412.
Therefore, as compared with the configuration in which the foam is simply laminated as in the prior art, in addition to the sound insulation effect by the portions 1410 and 1412 of the sound insulation layer 14 located above and below the sound absorption layer 12 and the sound absorption effect by the sound absorption layer 12, the air By securing a large distance between the portions 1410 and 1412 of the sound insulating layer 14 located above and below the sound absorbing layer 12 by the layer 16, it is advantageous for significantly enhancing the sound insulating effect.
Therefore, the impact noise generated when the vehicle passes through the road bridge telescopic device 8 is effectively sound-insulated, which is advantageous in reducing noise below the road bridge 2.
In addition, a sound insulation effect can be obtained without increasing the thickness of the foam as compared with the configuration consisting of only the foam as in the prior art, which is advantageous in reducing the cost.
In addition, since the sound insulation layer 12 and the sound insulation layer 14 are integrally formed in the road bridge sound insulation member 10, the road bridge sound insulation member 10 is simply inserted into the play space 5 from below the play space 5. The sound insulating member 10 can be arranged in the play 5.
Therefore, even when the width of the gap 5 is narrow and a space for an operator to enter the gap 5 cannot be ensured, the installation work of the road bridge sound insulation member 10 can be performed easily and reliably.

なお、実施の形態では、空気層16が吸音層12の上面1210とこの上面1210の上方に位置する遮音層14の部分1410との間および吸音層12の下面1212とこの下面1212の下方に位置する遮音層14の部分1412との間の双方に形成されている場合について説明したが、何れか一方に空気層16が形成されていても同様の効果が奏されることは無論である。   In the embodiment, the air layer 16 is positioned between the upper surface 1210 of the sound absorbing layer 12 and the portion 1410 of the sound insulating layer 14 located above the upper surface 1210 and below the lower surface 1212 of the sound absorbing layer 12 and the lower surface 1212. Although the case where it forms in both between the part 1412 of the sound-insulating layer 14 to be demonstrated was demonstrated, even if the air layer 16 is formed in any one, it cannot be overemphasized that the same effect is show | played.

4……主桁、4A……端面、5……遊間、10……道路橋用遮音部材、12……吸音層、1210……吸音層12の上面、1212……吸音層12の下面、14……遮音層、1410、1412……遮音層14の部分、16……空気層。   4 ... main girder, 4A ... end face, 5 ... gap, 10 ... sound insulation member for road bridge, 12 ... sound absorbing layer, 1210 ... upper surface of sound absorbing layer 12, 1212 ... lower surface of sound absorbing layer 12, 14 ... sound insulation layers, 1410, 1412 ... portions of sound insulation layers 14, 16 ... air layers.

Claims (4)

2つの主桁の互いに対向する端面間の遊間、あるいは、互いに対向する主桁の端面と橋台の端面との間の遊間に配置される道路橋用遮音部材であって、
厚さ、幅、長さを有する弾性変形可能な板状の吸音層と、
前記吸音層の幅方向の両端に取着され前記吸音層の厚さ方向に離れた箇所を通って前記吸音層を包む弾性変形可能な筒状の遮音層とを備え、
前記吸音層の厚さ方向を上下方向に向け、かつ、前記吸音層の幅方向の両端に取着された前記遮音層の箇所を前記各端面に弾接させて前記遊間に配置され、
前記遊間に配置された状態で、前記吸音層の上面とこの上面の上方に位置する遮音層の部分との間および前記吸音層の下面とこの下面の下方に位置する遮音層の部分との間の何れか一方に空気層が形成される、
ことを特徴とする道路橋用遮音部材。
A sound insulation member for a road bridge arranged between the play between two mutually facing end faces of the main girders, or between the play of the main girders facing each other and the end face of the abutment,
An elastically deformable plate-like sound absorbing layer having a thickness, width and length;
An elastically deformable cylindrical sound insulation layer that is attached to both ends in the width direction of the sound absorption layer and wraps the sound absorption layer through locations separated in the thickness direction of the sound absorption layer;
The thickness direction of the sound absorbing layer is directed in the vertical direction, and the portions of the sound insulating layer attached to both ends in the width direction of the sound absorbing layer are arranged in the play by elastic contact with the respective end faces,
Between the upper surface of the sound-absorbing layer and the portion of the sound-insulating layer located above the upper surface, and between the lower surface of the sound-absorbing layer and the portion of the sound-insulating layer located below the lower surface in the state of being arranged between the play An air layer is formed on either one of
A sound insulation member for road bridges.
前記空気層は、前記吸音層の上面とこの上面の上方に位置する遮音層の部分との間および前記吸音層の下面とこの下面の下方に位置する遮音層の部分との間の双方に形成されている、
ことを特徴とする請求項1記載の道路橋用遮音部材。
The air layer is formed both between an upper surface of the sound absorbing layer and a portion of the sound insulating layer located above the upper surface, and between a lower surface of the sound absorbing layer and a portion of the sound insulating layer located below the lower surface. Being
The sound insulation member for a road bridge according to claim 1.
前記遮音層は、ゴムシートで構成されている、
ことを特徴とする請求項1または2記載の道路橋用遮音部材。
The sound insulation layer is composed of a rubber sheet,
The sound insulation member for a road bridge according to claim 1 or 2.
前記吸音層は、ウレタンフォームで構成されている、
ことを特徴とする請求項1〜3に何れか1項記載の道路橋用遮音部材。
The sound absorbing layer is made of urethane foam,
The sound insulation member for a road bridge according to any one of claims 1 to 3, wherein
JP2012271601A 2012-12-12 2012-12-12 Sound insulation for road bridges Active JP6065566B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012271601A JP6065566B2 (en) 2012-12-12 2012-12-12 Sound insulation for road bridges

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012271601A JP6065566B2 (en) 2012-12-12 2012-12-12 Sound insulation for road bridges

Publications (2)

Publication Number Publication Date
JP2014114676A JP2014114676A (en) 2014-06-26
JP6065566B2 true JP6065566B2 (en) 2017-01-25

Family

ID=51170973

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012271601A Active JP6065566B2 (en) 2012-12-12 2012-12-12 Sound insulation for road bridges

Country Status (1)

Country Link
JP (1) JP6065566B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112779857A (en) * 2019-11-08 2021-05-11 南京毛勒工程材料有限公司 Noise reduction system of telescopic device

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5517804U (en) * 1978-07-14 1980-02-04
JPS6160946A (en) * 1984-09-03 1986-03-28 新日本コア株式会社 Panel structure having sound blocking property
JPS6453205U (en) * 1987-09-26 1989-04-03

Also Published As

Publication number Publication date
JP2014114676A (en) 2014-06-26

Similar Documents

Publication Publication Date Title
JP2011501050A (en) Seismic isolation structure
JP6118194B2 (en) Soundproof floor structure
JP6065566B2 (en) Sound insulation for road bridges
JP5982390B2 (en) Rail soundproofing device
JP2007046365A (en) Joint portion structure of bridge
JP6236777B2 (en) Sound insulation for road bridges
JP7239458B2 (en) Railway bridge girder end structure
JP2020012280A (en) Vibration isolation structure of ramen viaduct
JP6182857B2 (en) Sound insulation for road bridges
KR101654236B1 (en) Connecting members for insulating roof structure
JP5753890B2 (en) Unit building
JP6027061B2 (en) Floor structure and floor panel
JP4782655B2 (en) Sound absorbing panel mounting tool, sound absorbing panel mounting structure
JP3209260U (en) Sound absorbing material for road bridges
JP2009215725A (en) Sound insulation board for steel girder, and sound insulation structure using the same
JP6130812B2 (en) Floor structure
JP4867871B2 (en) Sound insulation floor structure
JP6226048B1 (en) Sound insulation floor
JP4331055B2 (en) Vibration sound absorption structure of elevated road
JP2007162247A (en) Sound insulation floor structure of building
JP6273681B2 (en) Sound insulation for road bridges
JP2014173389A (en) Floor structure
JP4871709B2 (en) Soundproof unit mounting structure
JP4409053B2 (en) Impact sound insulation double floor structure
JP5433616B2 (en) Anti-vibration structure of unit building

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20151211

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20161121

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20161129

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20161212

R150 Certificate of patent or registration of utility model

Ref document number: 6065566

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250