JPS5936043B2 - Side wall structure of viaduct - Google Patents

Side wall structure of viaduct

Info

Publication number
JPS5936043B2
JPS5936043B2 JP49048292A JP4829274A JPS5936043B2 JP S5936043 B2 JPS5936043 B2 JP S5936043B2 JP 49048292 A JP49048292 A JP 49048292A JP 4829274 A JP4829274 A JP 4829274A JP S5936043 B2 JPS5936043 B2 JP S5936043B2
Authority
JP
Japan
Prior art keywords
side wall
viaduct
arm
elastic body
wall structure
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
JP49048292A
Other languages
Japanese (ja)
Other versions
JPS50141830A (en
Inventor
力 大川
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP49048292A priority Critical patent/JPS5936043B2/en
Publication of JPS50141830A publication Critical patent/JPS50141830A/ja
Publication of JPS5936043B2 publication Critical patent/JPS5936043B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 本願発明は高架橋上を通行する車輛の振動を側壁に伝え
ないようにしだ側壁構造に係り、特に側壁を高架橋に取
付けるに当って従来の如く側壁を高架橋の端部に直接一
体的に固定せずに、高架橋端部と側壁との間に弾性体を
介在させて両者を連結固定したことを特徴としだ高架橋
に於ける側壁構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a side wall structure that prevents the vibrations of vehicles passing on a viaduct from being transmitted to the side wall, and in particular, when attaching the side wall to the viaduct, the side wall is attached to the end of the viaduct as in the past. This invention relates to a side wall structure in a viaduct, characterized in that an elastic body is interposed between the end of the viaduct and the side wall to connect and fix the two, without directly fixing them integrally.

従来、列車、自動車が高架橋を通過する際に発生する騒
音を吸収したり、走行の安全を図る為に高架橋の両側端
に側壁を取付けていたが、従来一般に使用されていた方
法は第1図に示す如く、高架橋Aに側壁Bを一体的に連
結するか或は第2図に示す如く支柱Cを高架橋Aに固定
し更にこの支柱Cに側壁Bを取付固定する方法が実施さ
れていたが、従来の之等の方法に於ては高架橋上を走行
する車輛の振動が高架橋から側壁にそのまま伝達される
ので、側壁の共振により2次音が発生し、車輛走行によ
る騒音を効率良く吸収することが出来ず、更に高架橋の
振動がそのまま伝わるので側壁に亀裂が生じ、強度が低
下する等の欠点があった。
Conventionally, side walls were attached to both ends of the viaduct to absorb the noise generated when trains and automobiles passed over the viaduct and to ensure safe travel, but the method commonly used in the past is shown in Figure 1. As shown in Fig. 2, the side wall B is integrally connected to the viaduct A, or as shown in Fig. 2, a method is used in which a column C is fixed to the viaduct A and then a side wall B is attached and fixed to the column C. In these conventional methods, the vibrations of vehicles running on the viaduct are directly transmitted from the viaduct to the side walls, so secondary sound is generated due to the resonance of the side walls, and the noise caused by the vehicles running is efficiently absorbed. Furthermore, the vibrations of the viaduct were transmitted directly to the bridge, causing cracks in the side walls and reducing its strength.

本願発明は従来の之等の欠点を根本的に改善した全く新
規な技術に関するものである。
The present invention relates to a completely new technology that fundamentally improves the drawbacks of the conventional technology.

図により本願発明に係る高架橋に於ける側壁構造を説明
すると、第3図及び第4図に於て、Aは高架橋であり、
又BばPCコンクリート板、コンクリートブロック、等
よりなるパネル1を支柱2で連結構成した側壁である。
To explain the side wall structure of a viaduct according to the present invention with reference to figures, in FIGS. 3 and 4, A is a viaduct,
B is a side wall constructed by connecting panels 1 made of PC concrete plates, concrete blocks, etc. with supports 2.

次に3は支柱2の側面より突設されたアームであり、上
部の荷重を支え、走行車輛による横圧力や風圧力に耐え
るように設計されている。
Next, reference numeral 3 denotes an arm protruding from the side surface of the support column 2, which is designed to support the upper load and withstand lateral pressure and wind pressure caused by running vehicles.

又4は該アーム3の下面と高架橋Aの端部上面との間に
介入された弾性体であって、荷重や圧力が大きい場合は
側壁に沿って長く延長し、日型材をかぶせ、それにアー
ムを取付ける。
Reference numeral 4 denotes an elastic body interposed between the lower surface of the arm 3 and the upper surface of the end of the viaduct A. When the load or pressure is large, the elastic body is extended long along the side wall, covered with a day-shaped material, and then the arm Install.

従って、本願発明に於ける高架橋に於ける側壁構造は側
壁を高架橋Aとは完全に切離し、側壁Hの側面からアー
ム3を突設し、そのアーム3の下面に弾力性を有する弾
性体4を介在させながら、該アーム3を高架橋Aの端部
にボルト5によって取付けることによって構成されてい
る。
Therefore, in the side wall structure of the viaduct according to the present invention, the side wall is completely separated from the viaduct A, an arm 3 is provided protruding from the side surface of the side wall H, and an elastic body 4 having elasticity is provided on the lower surface of the arm 3. It is constructed by attaching the arm 3 to the end of the viaduct A with bolts 5, with the arm 3 interposed therebetween.

前記弾性体としては耐久性のあるゴム、樹脂或は金属性
のスプリング、板バネ等の使用が可能である。
As the elastic body, a durable rubber, resin, or metal spring, plate spring, or the like can be used.

側壁の取付形7便は側壁の形状等に応じて、例えば第5
図に示す如く、側壁の上端を水平に折曲げ骨組6を利用
して側壁Bを2個所に於て高架橋Aと接触したり、第6
図に示す如く側壁Bの上端を傾斜せしめかつアーム3と
高架橋Aとの接触面積を巾広くせしめたり、或は第7図
に示す如く高架橋Aの側壁を垂直に起立せしめ、その上
端面に側壁Bのアーム3を接合せしめたり、又は第8図
に示す如く、コンクリート打によって側壁Bの側面にア
ーム3を一体的に突設し、その下面と高架橋Aの端部と
を巾広とし弾性体を介在させて接合せしめる等必要に応
じて種々の変化をせしめることが出来る。
For the side wall mounting type 7, depending on the shape of the side wall, etc.
As shown in the figure, by bending the upper end of the side wall horizontally and using the frame 6, the side wall B is brought into contact with the viaduct A at two places, and the upper end of the side wall is bent horizontally.
As shown in the figure, the upper end of the side wall B is inclined and the contact area between the arm 3 and the viaduct A is widened, or the side wall of the viaduct A is made to stand vertically as shown in Fig. 7, and the side wall is attached to the upper end surface of the viaduct A. The arm 3 of B is joined together, or as shown in Fig. 8, the arm 3 is integrally protruded from the side surface of the side wall B by pouring concrete, and its lower surface and the end of the viaduct A are made wider and made of an elastic material. Various changes can be made as necessary, such as joining by intervening.

本願発明は上述の如く、側壁がいかなる形態をとるにし
ても側壁Bを高架橋Aの端部に取付ける際に両者の間に
弾性体4を介在せしめ、高架橋Aに発生した振動を側壁
Bに可能な限り伝達しないようにした点にあるものであ
って、高架橋Aと側壁Bとの結合形式は種々のものが考
えられること当然である。
As described above, in the present invention, no matter what form the side wall takes, when the side wall B is attached to the end of the viaduct A, the elastic body 4 is interposed between the two, so that vibrations generated in the viaduct A can be transmitted to the side wall B. The aim is to prevent transmission as much as possible, and it goes without saying that various ways of connecting the viaduct A and the side wall B can be considered.

本願発明に係る高架橋に於ける側壁構造体は上述の如く
側壁を高架橋に取付けるに当って従来の如く側壁を高架
橋に直接固定せずに高架橋端部と側壁との間にゴペスプ
リング、板バネ等の弾性体を介在せしめたので、この弾
性体によって高架橋に発生した振動及び騒音がその丑ま
側壁に伝わることを停止せしめ、側壁の共振による2次
音の発生を防止し、車輛走行による騒音をこの側壁によ
って効率良く吸収せしめることが出来また繰返し振動を
うける事によって側壁に亀裂が入り強度が低下するのを
防ぐ事が出来る特徴を有するものである。
As described above, in the side wall structure of a viaduct according to the present invention, when the side wall is attached to the viaduct, the side wall is not directly fixed to the viaduct as in the conventional case, but a gope spring, a plate spring, etc. is installed between the end of the viaduct and the side wall. Since the elastic body is interposed, this elastic body stops the vibration and noise generated on the viaduct from being transmitted to the side wall of the viaduct, prevents the generation of secondary sound due to resonance of the side wall, and reduces the noise caused by running vehicles. The vibration can be efficiently absorbed by the side wall, and the vibration can be prevented from cracking in the side wall and reducing its strength due to repeated vibration.

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

第1図及び第2図は従来の構造を示す側面図、第3図は
本願構造の斜視図、第4図はその断面図、第5図乃至第
10図は他側の説明図である。 A・・・・・・高架橋、B・・・・・・側壁、1・・・
・・・パネル、2・・・・・・支柱、3・・・・・・ア
ーム、4・・・・・・弾性体、5・・・・・・ポルl−
,6・・・・・・骨組。
1 and 2 are side views showing the conventional structure, FIG. 3 is a perspective view of the structure of the present invention, FIG. 4 is a sectional view thereof, and FIGS. 5 to 10 are explanatory views of the other side. A... Viaduct, B... Side wall, 1...
... Panel, 2 ... Support, 3 ... Arm, 4 ... Elastic body, 5 ... Pol l-
,6...skeleton.

Claims (1)

【特許請求の範囲】[Claims] 1 高架橋に側壁を取付は固定する構造に於いて、側壁
又は側壁支柱にアームを突出して設け、該アームと高架
橋のアーム支持面との接合面に弾性体を介在せしめたこ
とを特徴としだ高架橋に於ける側壁構造。
1. A viaduct with a structure for attaching and fixing a side wall to a viaduct, characterized in that an arm is provided protruding from the side wall or side wall support, and an elastic body is interposed at the joint surface between the arm and the arm support surface of the viaduct. Side wall structure in.
JP49048292A 1974-05-01 1974-05-01 Side wall structure of viaduct Expired JPS5936043B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP49048292A JPS5936043B2 (en) 1974-05-01 1974-05-01 Side wall structure of viaduct

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP49048292A JPS5936043B2 (en) 1974-05-01 1974-05-01 Side wall structure of viaduct

Publications (2)

Publication Number Publication Date
JPS50141830A JPS50141830A (en) 1975-11-14
JPS5936043B2 true JPS5936043B2 (en) 1984-09-01

Family

ID=12799351

Family Applications (1)

Application Number Title Priority Date Filing Date
JP49048292A Expired JPS5936043B2 (en) 1974-05-01 1974-05-01 Side wall structure of viaduct

Country Status (1)

Country Link
JP (1) JPS5936043B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61202356A (en) * 1985-03-05 1986-09-08 Hitachi Ltd Magnetic recording and reproducing device

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4502976B2 (en) * 2006-06-15 2010-07-14 財団法人鉄道総合技術研究所 Soundproof structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5076824A (en) * 1973-11-07 1975-06-23

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5076824A (en) * 1973-11-07 1975-06-23

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61202356A (en) * 1985-03-05 1986-09-08 Hitachi Ltd Magnetic recording and reproducing device

Also Published As

Publication number Publication date
JPS50141830A (en) 1975-11-14

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