JPH0320459Y2 - - Google Patents

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Publication number
JPH0320459Y2
JPH0320459Y2 JP1983036675U JP3667583U JPH0320459Y2 JP H0320459 Y2 JPH0320459 Y2 JP H0320459Y2 JP 1983036675 U JP1983036675 U JP 1983036675U JP 3667583 U JP3667583 U JP 3667583U JP H0320459 Y2 JPH0320459 Y2 JP H0320459Y2
Authority
JP
Japan
Prior art keywords
support
main body
concrete
wall
core 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.)
Expired
Application number
JP1983036675U
Other languages
Japanese (ja)
Other versions
JPS59142321U (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 JP3667583U priority Critical patent/JPS59142321U/en
Publication of JPS59142321U publication Critical patent/JPS59142321U/en
Application granted granted Critical
Publication of JPH0320459Y2 publication Critical patent/JPH0320459Y2/ja
Granted legal-status Critical Current

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  • Fencing (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] この考案は防音壁等における壁板の支柱に関
し、特に鉄道高架橋、あるいは道路高架橋等、作
業性の悪い場所、さらには電車等の通過時の風圧
を受ける防音壁や道路の車両保護壁に好適な壁板
の支柱に関するものである。
[Detailed description of the invention] [Industrial field of application] This invention relates to the support of wall plates in soundproof walls, etc., and is particularly suitable for use in places where workability is poor, such as railway viaducts or road viaducts, and even when trains, etc. are passing. The present invention relates to a wall plate support suitable for soundproof walls subjected to wind pressure and vehicle protection walls on roads.

[従来の技術] 従来、例えば、鉄道高架橋、あるいは道路高架
橋等においては、騒音遮断用として防音壁が設け
られ、また道路の崖側には車両の操縦ミスによる
落下を防止する車両保護壁等が設けられる。
[Prior Art] Conventionally, for example, on railway viaducts or road viaducts, soundproof walls have been provided to block noise, and vehicle protection walls have been installed on the cliff sides of roads to prevent vehicles from falling due to misoperation. provided.

壁板の支柱としては、例えば大正15年実用新案
出願公告第27976号に開示されるように、金属支
柱を基礎に締付手段で固定し、この金属支柱に縦
溝を有する支柱ブロツクを複数個挿通して、壁板
の支柱が完成するものがある。
As a support for a wall board, for example, as disclosed in Utility Model Application Publication No. 27976 of 1920, a metal support is fixed to the foundation with a fastening means, and a plurality of support blocks having vertical grooves are attached to the metal support. There are some that can be inserted through to complete the wall board support.

このものは、混凝土壁の支柱であり、金属支柱
の基礎に位置決めして固定する作業と、この金属
支柱に順次支柱ブロツクを挿通して壁板を取付け
る作業が必要である。
This is a support for a mixed earth wall, and requires work to position and fix it to the foundation of the metal support, and work to insert the support blocks into the metal support in order to attach the wall board.

従つて、特に鉄道高架橋、あるいは道路高架橋
等、作業性の悪い場所で、しかも夜間の作業時間
に制約がある場所での防音壁の支柱として用いる
場合には、作業時間が長くなり採用することがで
きない。また、例えば鉄道の防音壁の支柱のよう
に車両の通過時の風圧や振動がかかる場合や、車
両の操作ミスによる落下を防止する車両保護壁の
支柱に用いることができない。
Therefore, when using it as a support for a soundproof wall, especially in places where work efficiency is poor, such as railway viaducts or road viaducts, and where nighttime work hours are restricted, the work time will be longer, making it difficult to use it. Can not. Further, it cannot be used, for example, as a support for a soundproof wall on a railway, which is subject to wind pressure or vibration when a vehicle passes by, or for a support for a vehicle protection wall that prevents vehicles from falling due to operational errors.

このため、防音壁等には一般的にメツキ加工し
たH鋼支柱を高架橋の側壁にボルト等の締付固定
手段で固着し、このようにして等間隔に配設され
た支柱面に防音壁板を当てがい、別体に形成した
固定部材をH鋼支柱に締付固定し、この固定部材
によつて防音壁板を支柱に保持する構造となつて
いる。
For this reason, for soundproof walls, etc., plated H-steel columns are generally fixed to the side walls of the viaduct with bolts or other tightening means, and soundproof wall plates are attached to the column surfaces arranged at equal intervals in this way. A separately formed fixing member is tightened and fixed to the H steel column, and the soundproof wall board is held to the column by this fixing member.

[考案が解決しようとする課題] ところで、この支柱はメツキ加工したH鋼製品
で、かつ錆止めの塗装が施されているが、数年も
すると塗装がとれるため定期的に塗装をする必要
で、この塗装をするために足場を組む必要があ
り、これに相当な費用がかかる。このため、例え
ば、実開昭54−177114号公報に開示されるよう
に、耐アルカリ性ガラス繊維入りセメント層を被
覆しているが、同様に被覆しているため剥離する
ことがあり、しかもこれらは支柱に形成される嵌
合溝の形状や大きさがH型鋼によつて制限され
る。
[Problem that the invention aims to solve] By the way, this support is made of plated H-steel product and is coated with anti-rust coating, but the coating will wear off after several years, so it is necessary to repaint it periodically. Scaffolding must be erected in order to apply this coating, which costs a considerable amount of money. For this reason, for example, as disclosed in Japanese Utility Model Application Publication No. 54-177114, a cement layer containing alkali-resistant glass fibers is coated, but since it is similarly coated, it may peel off. The shape and size of the fitting groove formed in the support column are limited by the H-shaped steel.

また、支柱は高架橋の側壁のコンクリート壁に
植立されるが、この固定はボルトをコンクリート
の補強をする鉄節に螺着し、これにより支柱を固
定する締付固定手段が採用されているため、支柱
の固定に手数を要する。
In addition, the columns are installed in the concrete walls of the side walls of the viaduct, but this method uses bolts that are screwed into iron joints that reinforce the concrete. , it takes a lot of effort to fix the pillars.

さらに防音壁板は別体に形成した固定手段をH
鋼支柱に固定し、これにより支柱に保持される構
造であるため、作業能率が悪い等の問題があつ
た。
Furthermore, the soundproof wall board has a separately formed fixing means.
Because it was fixed to a steel column and held by the column, there were problems such as poor work efficiency.

この考案は、このような実情を背景としてなさ
れたもので、支柱本体をコンクリートで形成し、
塗装の必要性を全く排除し、メンテナンスの費用
がかからないと共に、製作コストの軽減、工期の
短縮が図られ、しかも支柱本体を吊り上げて構造
物へ差し込んで埋設するだけで支柱の取り付けが
完成し、構造物への固着を短時間にかつ強固に行
なうことができ、さらに壁板は支柱本体へ嵌合し
て保持され、足場の組立の困難な場所でも作業が
容易である防音壁等における壁板の支柱を提供す
ることを目的としている。
This idea was made against this background, and the main body of the pillar was made of concrete.
It completely eliminates the need for painting, eliminates maintenance costs, reduces production costs, and shortens construction time.Moreover, the installation of the support can be completed by simply hoisting the main support, inserting it into the structure, and burying it. A wall board for soundproof walls, etc. that can be firmly fixed to a structure in a short time, and the wall board fits and is held in the main body of the support, making it easy to work even in places where scaffolding is difficult to assemble. The purpose is to provide a support for

[課題を解決するための手段] この考案は、前記課題を解決するために、コン
クリートで形成した支柱本体に、軸方向の全長に
鉄筋または鋼管等の鋼材を芯部材として配置し、
この支柱本体のコンクリート部分に軸方向に壁板
が嵌合保持される嵌合溝を形成し、かつ前記芯部
材を支柱本体の一端部から軸方向に延出して差込
部を形成し、この差込部は構造物に支柱本体の端
部を当接した状態で差し込み一体に固着され、支
柱本体の他端部には着脱可能な吊り上げ金具を備
えることを特徴としている。
[Means for Solving the Problems] In order to solve the above problems, this invention arranges steel materials such as reinforcing bars or steel pipes as a core member along the entire axial length of a support main body made of concrete,
A fitting groove in which the wall plate is fitted and held in the axial direction is formed in the concrete portion of the column main body, and the core member is extended in the axial direction from one end of the column main body to form an insertion portion. The insertion part is inserted into the structure with the end of the support main body in contact with the structure and is fixed to the structure, and the other end of the support main body is provided with a removable lifting fitting.

[作用] この考案は、コンクリートの支柱本体の一端部
に吊り上げ金具を取付け、例えばロープを通して
クレーン等で吊り上げ、支柱本体の他端部から延
出する芯部材の差込部を構造物に差し込む。この
差し込みによつて、支柱本体の端部が構造物に当
接して位置決めが行なわれ、この状態で差込部が
固着されて構造物と一体化する。
[Function] In this invention, a lifting fitting is attached to one end of the concrete column body, the concrete is lifted up by a crane or the like through a rope, and the insertion portion of the core member extending from the other end of the column body is inserted into the structure. By this insertion, the end of the support main body comes into contact with the structure to perform positioning, and in this state, the insertion part is fixed and integrated with the structure.

[実施例] 以下、添付図面に基づいて、この考案の一実施
例を詳細に説明する。
[Example] Hereinafter, an example of this invention will be described in detail based on the accompanying drawings.

第1図はこの考案に係る防音壁等における壁板
の支柱を示す斜視図である。
FIG. 1 is a perspective view showing a wall plate support in a soundproof wall or the like according to this invention.

第2図乃至第5図は、この考案に係る前記支柱
を鉄道高架橋の防音壁に用いた場合の一実施例を
示し、第2図は正面図、第3図は第2図の−
断面図、第4図は第2図の−断面図、第5図
は第2図の−断面図である。
2 to 5 show an embodiment in which the above-mentioned support according to this invention is used for a soundproof wall of a railway viaduct, FIG. 2 is a front view, and FIG. 3 is a -
FIG. 4 is a cross-sectional view taken along the side of FIG. 2, and FIG. 5 is a cross-sectional view taken along the side of FIG.

支柱本体1は鉄筋を芯部材2,3,4としてコ
ンクリートで形成され、このコンクリート部の一
対の対向する側面には軸方向に防音壁が嵌合保持
される嵌合溝5を有している。前記芯部材2は太
めの鉄筋が用いられ、支柱本体1の中央部で、か
つ両嵌合溝5を結ぶ線上に2本軸方向に支柱本体
1の全長に配置されている。
The column main body 1 is made of concrete with reinforcing bars as core members 2, 3, and 4, and has fitting grooves 5 on a pair of opposing side surfaces of the concrete portion in which a soundproof wall is fitted and held in the axial direction. . The core member 2 is made of thick reinforcing steel, and two core members 2 are disposed in the center of the column main body 1 and on a line connecting both fitting grooves 5 along the entire length of the column main body 1 in the axial direction.

そして、このそれぞれの芯部材2の一端部は、
コンクリート部より下方へ軸方向に延出され、構
造物に差し込み固着される差込部2aとなつてお
り、この支柱本体1の端部は構造物に当接する位
置決め手段となつている。前記芯部材3,4は芯
部材2より細めの鉄筋が用いられ、芯部材3は軸
方向に配置され、これらは4箇所等間隔の位置で
芯部材4を井桁に組んで連結して補強されてい
る。支柱本体1上部には雌ねじボルト6が埋設さ
れており、これに吊り上げ金具7が螺着できるよ
うになつている。
One end of each core member 2 is
An insertion part 2a extends downward from the concrete part in the axial direction and is inserted into and fixed to a structure, and the end of this support main body 1 serves as a positioning means that comes into contact with the structure. The core members 3 and 4 are made of reinforcing steel that is thinner than the core member 2, and the core member 3 is arranged in the axial direction, and these are reinforced by connecting the core members 4 at four equally spaced positions by assembling them in parallel grids. ing. A female threaded bolt 6 is buried in the upper part of the support main body 1, and a lifting fitting 7 can be screwed into this.

この実施例における芯部材2は、両防音壁板の
嵌合溝5を結ぶ線上、すなわち後記する防音壁板
と平行方向に配置されているが、嵌合溝5を形成
しない側の側面、すなわち防音壁板と直交方向に
配置すれば、風圧に対する強度が一層向上し、支
柱本体1を小型にすることが可能となる。
The core member 2 in this embodiment is arranged on a line connecting the fitting grooves 5 of both soundproof wall plates, that is, in a direction parallel to the soundproof wall plates to be described later, but on the side surface on the side where the fitting groove 5 is not formed, i.e. By arranging it perpendicularly to the soundproof wall board, the strength against wind pressure is further improved, and the support main body 1 can be made smaller.

また芯部材2は、2本に限ることなく、これ以
上でも、あるいは1本でもよく、強度、あるいは
差込部2aの構造物への差し込み位置等を考慮し
て適宜に選択可能である。また、この実施例で
は、芯部材2は太めの鉄筋を用いているが、大き
い1本の鋼管を用いてもよく、さらに適宜形状の
鋼材も使用できる。
Further, the number of core members 2 is not limited to two, and may be more than two or one, and can be appropriately selected in consideration of the strength, the insertion position of the insertion part 2a into the structure, etc. Further, in this embodiment, the core member 2 is made of a thick reinforcing bar, but a single large steel pipe may be used, and a steel material of an appropriate shape may also be used.

この実施例における芯部材4は等間隔に4箇
所、芯部材3に設けられているが、これに限定さ
れるものではなく、強度が要求される部分を密に
して設けてもよい。さらに強度が、それほど要求
されない場合にあつては、芯部材3、あるいは芯
部材4を用いなくてもよいことには勿論である。
Although the core members 4 in this embodiment are provided at four equally spaced locations on the core member 3, the present invention is not limited to this, and portions where strength is required may be provided closely together. Of course, if the strength is not so required, the core member 3 or 4 may not be used.

また、この実施例における防音壁板の嵌合溝5
は防音壁板の嵌合を容易にするために開口端にア
ール5aを付けているが、傾斜面とすることもで
き、さらに防音壁の形状に応じて自由の形状、大
きさに一体形成される。
In addition, the fitting groove 5 of the soundproof wall board in this embodiment
In order to facilitate fitting of the soundproof wall board, a radius 5a is attached to the opening end, but it can also be a sloped surface, and furthermore, it can be integrally formed into any shape and size depending on the shape of the soundproof wall. Ru.

前記支柱本体1は既設の鉄道高架橋8等の防音
壁9において、防音壁板10支柱として用いられ
る。この鉄道高架橋8の両側のコンクリート壁8
aには、上面に調整モルタル11が施され平にし
てある。このコンクリート壁8aには、支柱本体
1の差込部2aを差し込み差込穴12が、コンク
リート壁8aの補強鉄筋13から外れた位置に穿
設されている。そして、これに樹脂モルタル14
を充填する。ついで、支柱本体1の雌ねじボルト
6に吊り上げ金具7を螺着し、クレーン等で吊り
上げて差込部2aを差込穴12に差し込む作業を
行なう。このとき、支柱本体1の端部が構造物に
当接することによつて、差し込みの位置決めが行
なわれ、この状態で支柱本体1をコンクリート壁
8aに固着して一体の構造物となる。
The support main body 1 is used as a support for a soundproof wall plate 10 in a soundproof wall 9 of an existing railway viaduct 8 or the like. Concrete walls 8 on both sides of this railway viaduct 8
A is flattened by applying adjustment mortar 11 on its upper surface. An insertion hole 12 into which the insertion portion 2a of the column main body 1 is inserted is bored in the concrete wall 8a at a position away from the reinforcing reinforcing bars 13 of the concrete wall 8a. Then, add 14 resin mortar to this.
Fill it with. Next, the lifting fitting 7 is screwed onto the female threaded bolt 6 of the support main body 1, lifted by a crane or the like, and the insertion part 2a is inserted into the insertion hole 12. At this time, the end of the column body 1 comes into contact with the structure to determine the position of the insertion, and in this state the column body 1 is fixed to the concrete wall 8a to form an integral structure.

このようにして、支柱本体1の高架橋8のコン
クリート壁8aへの固着は、その差込部2aをコ
ンクリート壁8aの差込穴12に差し込むだけで
よいから、組立作業が極めて簡単となる。
In this way, the support main body 1 can be fixed to the concrete wall 8a of the viaduct 8 by simply inserting the insertion part 2a into the insertion hole 12 of the concrete wall 8a, making the assembly work extremely simple.

しかも差込部2aは、樹脂モルタル14により
コンクリート壁8aに一体的に固着され、一体の
構造物となり一層強固となり、支柱本体1が強固
に固定され、風圧、振動あるいは衝撃にも一分耐
え得る構造となる。
In addition, the insertion part 2a is integrally fixed to the concrete wall 8a by the resin mortar 14, making it an integrated structure that is even stronger, and the support main body 1 is firmly fixed, and can withstand wind pressure, vibration, and impact for one minute. It becomes a structure.

また、新設高架橋に防音壁を設ける場合には、
高架橋のコンクリート壁を形成するとき、支柱本
体1の差込部2aは、差込穴を穿設することなく
コンクリート壁8aと同時に一体的に固着され
る。このようにして、組立られたそれぞれの支柱
本体1内に、防音壁板10が設置される。この防
音壁板10の両端は、支柱本体1の嵌合溝5に硬
質ゴムパツキン15等を介して嵌合保持され、電
車の通過時のガタつきを抑えるようになつてい
る。
In addition, when installing soundproof walls on a newly constructed viaduct,
When forming a concrete wall of a viaduct, the insertion part 2a of the support main body 1 is integrally fixed at the same time as the concrete wall 8a without drilling an insertion hole. In this way, the soundproof wall board 10 is installed in each of the assembled pillar bodies 1. Both ends of the soundproof wall board 10 are fitted and held in the fitting grooves 5 of the column main body 1 via hard rubber packings 15, etc., to suppress rattling when a train passes.

また、この防音壁板10を高架橋8の調整モル
タルとの間および両防音壁板10間にも硬質ゴム
パツキン16,17が介在されガタ付きを抑え、
騒音や破損の原因とならないようにしている。
In addition, hard rubber gaskets 16 and 17 are interposed between the soundproof wall board 10 and the adjustment mortar of the viaduct 8 and between both soundproof wall boards 10 to suppress rattling.
We take care not to cause noise or damage.

前記防音壁板10は、鉄筋を芯部材としコンク
リートで形成したもので、横方向に中空部18を
有するものを用いるが、これに限ることなく周知
の種々の防音壁板が用いられる。
The soundproof wall board 10 is made of concrete with a reinforcing bar as a core member, and has a hollow section 18 in the lateral direction, but is not limited thereto, and various well-known soundproof wall boards can be used.

そして、この考案に係る支柱は鉄道・道路・高
架橋以外の防音壁に、さらには手摺等にも広く適
用可能である。
The pillar according to this invention can be widely applied to soundproof walls other than railways, roads, and elevated bridges, and even to handrails and the like.

[考案の効果] この考案は前記のように、コンクリートで形成
した支柱本体に、軸方向の全長に鉄筋または鋼管
等の鋼材を芯部材として配置したから、コンクリ
ートで形成した支柱本体が強固であり、しかもこ
の支柱本体のコンクリート部分に軸方向に壁板が
嵌合保持される嵌合溝を形成するから、嵌合溝を
任意の形状に容易に形成できる。
[Effects of the invention] As mentioned above, this invention has steel materials such as reinforcing bars or steel pipes arranged as a core member along the entire axial length of the pillar body made of concrete, so that the pillar body made of concrete is strong. Moreover, since the fitting groove in which the wall plate is fitted and held in the axial direction is formed in the concrete portion of the support main body, the fitting groove can be easily formed in any shape.

さらに、芯部材を支柱本体の一端部から軸方向
に延出して差込部を形成し、この差込部は構造物
に支柱本体の端部を当接した状態で差し込み一体
に固着され、支柱本体の他端部には着脱可能な吊
り上げ金具を備えるので、コンクリートで形成さ
れた支柱本体の他端部から延出する芯部材の差込
部を構造物に差し込み固着するだけで、締付手段
等を必要とせずに一定の高さの防音壁等における
壁板の支柱の取付けが完成する。特に、鉄道高架
橋、あるいは道路高架橋等、作業性の悪い場所
で、しかも夜間でかつ作業時間に制約がある場所
での防音壁の支柱として使用されるのに好適であ
る。
Furthermore, the core member extends in the axial direction from one end of the column main body to form an insertion part, and this insertion part is inserted into the structure with the end of the column main body in contact with the structure, and is fixed integrally with the structure. The other end of the main body is equipped with a removable lifting metal fitting, so simply inserting the insertion part of the core member extending from the other end of the concrete support main body into the structure and fixing it will complete the tightening method. To complete the installation of wallboard supports on a soundproof wall or the like of a certain height without the need for any other equipment. It is particularly suitable for use as supports for soundproof walls in places where workability is poor, such as railway viaducts or road viaducts, and where work hours are restricted at night.

また、支柱本体は高架橋等の構造物の所定の位
置に差込部を差し込み、構造物と一体化され強固
に固定されるから、従来のボルト等の締付固定手
段により固定するものに比し、支柱の取付けが一
層強固となる。従つて、例えば鉄道の防音壁の支
柱としても電車の通過時の風圧や振動に絶えるこ
とができ、さらに車両の操作ミスによる落下防止
の保護壁の支柱として使用することができる。
In addition, the main body of the pillar is inserted into a predetermined position of a structure such as a viaduct, and is integrated with the structure and firmly fixed, compared to conventional methods that are fixed by tightening and fixing means such as bolts. , the installation of the support column becomes even stronger. Therefore, it can be used, for example, as a support for a soundproof wall on a railway to withstand wind pressure and vibrations when a train passes by, and can also be used as a support for a protective wall to prevent falling due to vehicle operation errors.

また、支柱本体をコンクリートで形成したか
ら、従来のH鋼を用いたもののごとく錆止めの塗
装をする必要が全くなくなり、メンテナンス費用
がかからない。しかも、コンクリートで形成され
るからH鋼に比し製作費用が軽減し、かつ工期も
短縮する。
In addition, since the main body of the support is made of concrete, there is no need to apply anti-rust coating as with conventional H-steel structures, and maintenance costs are reduced. Moreover, since it is made of concrete, the manufacturing cost is lower than that of H steel, and the construction period is also shortened.

また、壁板は支柱本体に形成された嵌合溝に嵌
合して設けられるから、従来のごとくH鋼に別体
に形成され固定部材を締付固定し、これにより保
持されるものに比し、組付が簡単で、かつ部品点
数が少なくなり費用の削減が図られる。
In addition, since the wall plate is installed by fitting into the fitting groove formed in the main body of the support, it is compared to the conventional one which is formed separately from H steel and is held by tightening and fixing the fixing member. It is easy to assemble, and the number of parts is reduced, resulting in cost reduction.

また、支柱本体の嵌合溝は、支柱本体の成形時
に一体に形成され簡単であるとともに、壁板の嵌
合を容易にするアールや傾斜面も適宜に形成する
ことができ、さらには壁板の形状に応じた形状と
することも容易である。
In addition, the fitting groove of the column main body is easily formed as it is integrally formed when the column main body is molded, and it is also possible to appropriately form a radius or an inclined surface to facilitate fitting of the wall plate. It is also easy to have a shape that corresponds to the shape of.

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

第1図はこの考案に係る防音壁等における壁板
の支柱の一実施例を示す斜視図、第2図乃至第5
図はこの考案に係る支柱を鉄道高架橋の防音壁に
用いた場合の一実施例を示し、第2図は正面図、
第3図は第2図の−断面図、第4図は第2図
の−断面図、第5図は第2図の−断面図
である。 1……支柱本体、2,3,4……鉄筋または鉄
管等の鋼材からなる芯部材、5……嵌合溝、6…
…雌ねじボルト、7……吊り上げ金具、8……鉄
道高架橋、9……防音壁、10……防音壁板、1
2……差込穴。
FIG. 1 is a perspective view showing an embodiment of the support for a wall plate in a soundproof wall, etc. according to this invention, and FIGS.
The figure shows an example of the case where the support column according to this invention is used for the soundproof wall of a railway viaduct, and Fig. 2 is a front view;
3 is a cross-sectional view taken from FIG. 2, FIG. 4 is a cross-sectional view taken from FIG. 2, and FIG. 5 is a cross-sectional view taken from FIG. 2. 1... Support main body, 2, 3, 4... Core member made of steel material such as reinforcing bar or iron pipe, 5... Fitting groove, 6...
... Female thread bolt, 7 ... Lifting fitting, 8 ... Railway viaduct, 9 ... Soundproof wall, 10 ... Soundproof wall board, 1
2...Insertion hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリートで形成した支柱本体に、軸方向の
全長に鉄筋または鋼管等の鋼材を芯部材として配
置し、この支柱本体のコンクリート部分に軸方向
に壁板が嵌合保持される嵌合溝を形成し、かつ前
記芯部材を支柱本体の一端部から軸方向に延出し
て差込部を形成し、この差込部は構造物に支柱本
体の端部を当接した状態で差し込み一体に固着さ
れ、支柱本体の他端部には着脱可能な吊り上げ金
具を備えることを特徴とする防音壁等における壁
板の支柱。
A steel material such as reinforcing bars or steel pipes is placed as a core member along the entire axial length of a pillar body made of concrete, and a fitting groove is formed in the concrete part of this pillar body in the axial direction in which the wall plate is fitted and held. , and the core member extends in the axial direction from one end of the column main body to form an insertion part, and the insertion part is inserted into the structure with the end of the column main body in contact with the structure and is fixed to the structure, A support for a wall board in a soundproof wall, etc., characterized in that the other end of the support main body is provided with a removable lifting fitting.
JP3667583U 1983-03-14 1983-03-14 Supports for wallboards in soundproof walls, etc. Granted JPS59142321U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3667583U JPS59142321U (en) 1983-03-14 1983-03-14 Supports for wallboards in soundproof walls, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3667583U JPS59142321U (en) 1983-03-14 1983-03-14 Supports for wallboards in soundproof walls, etc.

Publications (2)

Publication Number Publication Date
JPS59142321U JPS59142321U (en) 1984-09-22
JPH0320459Y2 true JPH0320459Y2 (en) 1991-05-01

Family

ID=30167340

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3667583U Granted JPS59142321U (en) 1983-03-14 1983-03-14 Supports for wallboards in soundproof walls, etc.

Country Status (1)

Country Link
JP (1) JPS59142321U (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS531575A (en) * 1976-06-25 1978-01-09 Nissin Electric Co Ltd Method of measuring speed of opening and closing circuit breaker or the like
JPS531775A (en) * 1976-06-25 1978-01-10 Hitachi Zosen Corp Moving object prescribed position stop control system
JPS5616829A (en) * 1979-07-23 1981-02-18 Hitachi Ltd High temperature detector

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4975202U (en) * 1972-10-13 1974-06-29
JPS54177114U (en) * 1978-06-05 1979-12-14
JPS5594349U (en) * 1978-12-25 1980-06-30
JPS5851211Y2 (en) * 1979-04-13 1983-11-22 日本軽金属株式会社 Pillar support mechanism

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS531575A (en) * 1976-06-25 1978-01-09 Nissin Electric Co Ltd Method of measuring speed of opening and closing circuit breaker or the like
JPS531775A (en) * 1976-06-25 1978-01-10 Hitachi Zosen Corp Moving object prescribed position stop control system
JPS5616829A (en) * 1979-07-23 1981-02-18 Hitachi Ltd High temperature detector

Also Published As

Publication number Publication date
JPS59142321U (en) 1984-09-22

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