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
JP4083489B2 - Mounting method of radio wave absorption panel - Google Patents
[go: Go Back, main page]

JP4083489B2 - Mounting method of radio wave absorption panel - Google Patents

Mounting method of radio wave absorption panel Download PDF

Info

Publication number
JP4083489B2
JP4083489B2 JP2002206739A JP2002206739A JP4083489B2 JP 4083489 B2 JP4083489 B2 JP 4083489B2 JP 2002206739 A JP2002206739 A JP 2002206739A JP 2002206739 A JP2002206739 A JP 2002206739A JP 4083489 B2 JP4083489 B2 JP 4083489B2
Authority
JP
Japan
Prior art keywords
radio wave
wave absorption
panel
absorption panel
scaffold
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 - Fee Related
Application number
JP2002206739A
Other languages
Japanese (ja)
Other versions
JP2004052233A (en
Inventor
政博 福井
勝宣 細谷
睦 和田
聡 坂井
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.)
Mitsubishi Cable Industries Ltd
Original Assignee
Mitsubishi Cable Industries 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 Mitsubishi Cable Industries Ltd filed Critical Mitsubishi Cable Industries Ltd
Priority to JP2002206739A priority Critical patent/JP4083489B2/en
Publication of JP2004052233A publication Critical patent/JP2004052233A/en
Application granted granted Critical
Publication of JP4083489B2 publication Critical patent/JP4083489B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、電波吸収パネルの取付方法に関する。
【0002】
【従来の技術】
近年、高速道路交通システムの一分野である有料道路の自動料金収受(ETC)システムが採用されている。このETCシステムによって、料金所での自動車のノンストップによる渋滞解消、キャッシュレス化への対応、料金所での無人化等を図ろうとしている。
【0003】
このETCシステムに於て、アーチ状のゲート(ガントリー)の上辺に設置した路側アンテナから道路に向けて電波を発信し、この道路を走行通過する自動車の車載器と上記路側アンテナとの間で双方向通信を行う。その際、上記路側アンテナから直接的に車載器の電波が到達するのみであれば、問題は生じないのであるが、上記路側アンテナから発信された電波が一旦道路面にて反射し、さらに、該料金所近傍にて上記道路と交差してあるいは平行に設けられた別の高架道路の裏面側───高架裏───で再反射すると、次のような問題を生ずる。即ち、上記高架裏で電波が再反射すると、再び上記車載器へ電波が到達し、一度の通過にかかわらず、二度の料金徴収を行う等の誤操作のおそれがあった。
そこで、上記料金所等の近傍の高架道路の裏面側───高架裏───に、電波の反射を低減乃至無くするための電波吸収パネルを取付けている。
【0004】
従来、高架裏(桁裏ということもある)に電波吸収パネルを取付ける方法としては、足場を組立てて、高架裏に対しこの足場から作業して電波吸収パネルを取付け、その後、この足場で解体するという方法が用いられ、また、補修作業時も同様に高架裏側に組立てた足場から補修作業を行い、その後、この足場を解体していた。
しかしながら、このような電波吸収パネルの取付方法では、高架の桁下を往来する車を、長い期間にわたり通行規制を行う必要があった。
そのような問題を解決するため、特許第3084009号や特開2000−234312等に於て、電波吸収パネルを足場に兼用する方法が提案されている。
【0005】
【発明が解決しようとする課題】
しかしながら、電波吸収パネルの上面を足場に兼用する方法及びそのような取付構造では、以下のような問題がある。つまり、(1) パネルを取り外した箇所が存在した場合、作業者の足元が危険であり、落下する虞が生じる。また、足場が無いので高架裏(桁裏)の補修を行うことが困難である。(2) 電波吸収パネルの電波(電磁波)吸収特性を測定しながらパネルの位置合わせをしなければならないので、足場として完成するまで、時間が掛かる。
【0006】
以上のような問題(1)(2)があった。本発明は、このような問題(1)(2)を解決して、短い工期にて確実に電波吸収パネルの取付作業が可能であり、かつ、安全性が高い取付方法を提供することを一つの目的とし、また、足場は足場で取付けることが可能であって、桁裏(高架裏)の補修をパネルの設置(取付)を待たずに行うことができるパネルの取付方法を、提供することを他の目的とする。
【0007】
【課題を解決するための手段】
上記目的を達成するため、本発明に係る電波吸収パネルの取付方法は、下面側が、両端部に第一掛止片部を有する下方開口状の第一開口溝部を備えた横梁を、高架裏に、取付け、次に、該横梁の長手方向にスライドさせながら該横梁の上面に金属網面体から成る足場板を取付け、さらに、電波吸収パネルの上面には第一固着具を所定ピッチで上方突出状に設けておいて、2本以上の横梁の上記下面の第一開口溝部に夫々上記第一固着具を掛止して吊持状に保持しつつ、上記電波吸収パネルを、該横梁の長手方向にスライドさせ、上記金属網面体から作業工具又は治具を上から下に挿通し、上記第一固着具を回転させて、該横梁の下面に当接状として電波吸収パネルを取付ける方法である。
【0008】
【発明の実施の形態】
以下、図示の実施の形態に基づき本発明を詳説する。
図7に示した一部破断斜視説明図に於て、10は高架道路であって、その高架裏(桁裏)11には、長手方向にH型鋼等の高架道路主桁12が配設されているが、この主桁12と平行にその下方位置に、H型鋼等の縦梁3が吊部材2a,2bにて吊下状に保持されている。平面視直交状に、横梁4が上記縦梁3の下面に当接して固着される。即ち、多数本の横梁4が平行に、上記高架道路10の長手方向と直交する幅方向(左右方向)に、配設されている。
【0009】
そして、エキスパンドメタル等の金属網目体から成る足場板5が、横梁4の上面4aに(載置状として)取着されている。具体的には、この足場板5は、(後に詳述する)図4〜図6に例示するように、周囲枠14と金属網目体とを有する平面視矩形板型であって、その長辺が複数本の横梁4にわたって平面視直交するように配設される。
6は電波吸収パネルであり、上記横梁4の下面(4b)に取着される。この電波吸収パネルは電磁波吸収パネルとも呼ばれ、例えば、矩形板状の電波吸収本体と、その電波吸収本体の下面側に積層状の表面材(FRP板)と、この電波吸収本体と表面材とを保護すると共にパネル状に一体に保持する補強面状部材・補強辺部材等から構成される。(後述の)図5と図6に示すように、この電波吸収パネル6の平面視の大きさ(縦・横寸法)は、足場板5と同一に設定するのが好ましい。
【0010】
ところで、図7と図8(A)に示すように、横梁4の横断面形状は、下面4b側が、両端部に第一掛止片部15, 15を有する下方開口状の第一開口溝部16を備えた形状であって、横梁4の第一開口溝部16に挿入されて上記第一掛止片部15, 15に掛止する第一固着具21を介して、上記電波吸収パネル6は下面4bに取着される。
さらに、横梁4の上面4a側が、両端部に第二掛止片部17, 17を有する上方開口状の第二開口溝部18を備えた形状であって、横梁4の上面4a側の第二掛止片部17, 17に掛止する第二固着具22を介して、上記足場板5は上面4a側に取着される。
【0011】
図8(A)に示した横梁4の横断面形状は、角張ったC型材(C型チャンネル材)の一対を連結部材23で連結一体化して、上下に開口溝部18, 16を有する形状であり、第二掛止片部17, 17及び第一掛止片部15, 15は、夫々上面4a・下面4bから直角に折曲げられている。
【0012】
第一固着具21は、左右一対の第一掛止片部15, 15に上方から被覆するように掛合する断面ハット型(又は門型)の係止片21aと、この掛止片21aの孔部と同芯として該掛止片21aに固着されたナット部材21bと、(図外の)電波吸収パネル6の孔に挿入されて上記ナット部材21bに螺着されるボルト21cと、から成る。
第二固着具22は、左右一対の第二掛止片17, 17に下方から掛合する断面倒立ハット型(又は倒立門型)の係止片22aと、この掛止片22aから上方へ突設されたボルト22c等から成る。
従って、(後述の)図4と図5中に矢印A,Bにて示す如く、横梁4の長手方向にスライドさせながら、足場板5及び電波吸収パネル6が取付け取外し自在として、取着される。
【0013】
なお、横梁4の断面形状、及び、第一固着具21・第二固着具22の形状等は自由に設計変更可能であって、図8(B)や(C)のように構成しても良い。即ち、図8(B)に於て、掛止片21a,22aを正方形や矩形の板片とし、他方、横梁4の第一・第二開口溝部16, 18の溝幅よりも僅かに大きな間隔となるように(幅外方側に)、第一・第二掛止片部15, 15・17,17を設けている。あるいは、図8(C)に於て、掛止片21a,22aを中央一文字部とその左右を傾斜状に(折曲げて)延伸した傾斜辺部とから成る屋根型断面形状として、他方、横梁4の第一開口溝部16には、第一掛止片部15, 15を傾斜上方へ折曲げて形成すると共に、第二開口溝部18には、第二掛止片部17,17を傾斜下方へ折曲げて形成している。
【0014】
要するに、水平横方向から、足場板5・電波吸収パネル6がスライドしつつ、各々、横梁4の上面4a・下面4bに取付け可能となっておれば良く、スライド途中及び取着後のいずれに於ても、第一固着具21の掛止片21aが、横梁4の第一掛止片部15,15に確実に係合して、吊下状(吊持状)に常に電波吸収パネル6を保持できる構造であり、また、第二固着具22の掛止片22aが、横梁4の第二掛止片部17,17に確実に係合して、不意に足場板5が浮上がることを防止できる構造である。
【0015】
なお、図7に於て、落下防止ワイヤ24にて、横梁4と、電波吸収パネル6とを、連繋して、不意のパネル落下を防止している。図5に示すように、予めパネル6の上面に、環状部を有する吊金具25を突設しておいて、この吊金具25の環状部に落下防止ワイヤ24を挿通し、ワイヤ24の両端を横梁4に固着することで、落下防止を図っている。
【0016】
次に、電波吸収パネル6の高架裏(桁裏)11への取付方法(工法)について、説明すると、図1に示すように、高架裏(桁裏)11の主桁12に吊部材2aを垂下状に取付ける。
次に、縦梁3を吊部材2aによって吊下状に、かつ、主桁12の下方に平行に保持する。その後、横梁4を、縦梁3の下面に、かつ、平面視直交状に、ボルト等にて固着連結する。多数の横梁4は相互に平行として、道路の左右幅方向に配設されることとなる。
【0017】
次に、図4に示すように、エキスパンドメタル等の金属網面体から成る足場板5を、平面視横梁4と直交方向として横梁4の上面4aに載せて、矢印Aのように横梁4の長手方向に、スライドさせながら、順次取付けてゆく。このとき、図示省略したが足場板5には(図8で説明した)第二固着具22が取付けられていて、この第二固着具22の掛止片22aを、横梁4の第二掛止片部17に係合させながら、矢印A方向に横方向から押しながらスライドさせて、取付ける。
【0018】
次に、図5に示すように、横梁4の長手方向にスライドさせながら、横梁4の下面4bに電波吸収パネル6を、順次、取付けてゆく。矩形状のパネル6は平面視横梁4と直交方向に配設され、2本以上の横梁4の下面4bの開口溝部16に対応する第一固着具21によって、パネル6は常に吊持状に保持されながらスライドする。
【0019】
なお、図5のように、上層の一枚の足場板5を取付けると、次に、下層の一枚のパネル6を取付け、これを順次繰返していって、高架裏11全面に、上記二層に、図6に示すように、足場板5群とパネル6群を、配設する。あるいは、複数枚から成る足場板5を所定域にわたって取付け、その後、複数枚から成るパネル6を同所定域にわたって取付けても良い。若しくは、十分に広い面積乃至全面にわたって、足場板5を張設し、その後に、パネル6を張設しても、自由である。なお、足場板5が金属網目体から成るので、作業工具を網目から挿通して、第一固着具21を回転させて、パネル6を容易に取付けすることが可能である。
【0020】
その後、図7に示す如く、落下防止ワイヤ24にてパネル6の不意の落下を防止する。また、吊部材2bとして板片とボルト・ナット等で縦梁3を高架道路主桁12に固定する。吊部材2aは、そのまま残し、あるいは、一部を除去して、パネル取付作業は完了する。
【0021】
本発明は上述のような構成であり、足場板5を電波吸収パネル6と別体とし、上下に2層に配設したので電波吸収パネル6は電波吸収特性を測定しながら、設置してゆくことが可能であり、従来のような足場を別途組立てたり、解体したりする手間がなくなる。
そして、足場板5は足場板5で取付けるので、高架裏(桁裏)11の補修を、電波パネル6の取付工事を待たずに、行い得る。
【0022】
また、上層の足場板5を網目体とすれば、網目より治具(作業工具)を通して、下層の電波吸収パネル6の取付/取外しを、一枚単位で行い得る。かつ、(電波吸収パネル6に乗って)高架裏11の補修工事を行い得る。また、作業中に、電波吸収パネル6の上面を踏んで損傷させることもなくなる。また、足場板5・電波吸収パネル6を、横梁4に沿って横方向(A,B方向)からスライドさせて取付けできるので、作業能率が向上し、工期が短縮でき、安全性も高い。
【0023】
さらに、足場を必要としないので、従来のように、桁下を行き来する車の通行規制を行う必要もない。そして、いつでも足場板5の上を歩いて、桁裏、及び、電波吸収パネル6のメンテナンス(点検・修理)を容易に行い得るという利点がある。また、高架道路10の振動に対して、耐久性がある。
【0024】
【発明の効果】
本発明は上述の構成により次のような著大な効果を奏する
波吸収パネル6を、横梁4に沿ってスライドさせながら、容易に、安全に、しかも迅速に、取付けることができる。そして、下層側の電波吸収パネル6の取付・取外し、及び、補修作業の際、足場板5の網目を通して、作業工具や治具にて、上方から容易にかつ安全に作業ができる。かつ、一枚単位で、電波吸収パネル6の取付・取外しを容易に行い得る。
このように、全体として、電波吸収パネル6の取付作業、及び、足場板5の取付作業を、短い工期で実施できるようになる。
【図面の簡単な説明】
【図1】 本発明の実施の一形態を示し、第1の取付手順を示す斜視説明図である。
【図2】 第2の手順を示す斜視説明図である。
【図3】 第3の手順を示す斜視説明図である。
【図4】 第4の手順を示す斜視説明図である。
【図5】 第5の手順を示す斜視説明図である。
【図6】 第6の手順を示す斜視説明図である。
【図7】 第7の手順を示すと共に本発明の取付構造の実施の形態を示す一部破断斜視図である。
【図8】 要部簡略説明図である。
【符号の説明】
4 横梁
4a 上面
4b 下面
5 足場板
6 電波(電磁波)吸収パネル
11 高架裏(桁裏)
15 第一掛止片部
16 第一開口溝部
17 第二掛止片部
18 第二開口溝部
21 第一固着具
22 第二固着具
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method Mounting of the radio wave absorption panel.
[0002]
[Prior art]
In recent years, an automatic toll collection (ETC) system for toll roads, which is a field of highway traffic systems, has been adopted. With this ETC system, the company is trying to resolve non-stop traffic jams at the toll gate, deal with cashlessness, and unmanned at the toll gate.
[0003]
In this ETC system, radio waves are transmitted toward the road from the roadside antenna installed on the upper side of the arched gate (gantry), and both between the vehicle-mounted device and the roadside antenna traveling on this road. Communication. At that time, there is no problem if the radio wave of the vehicle-mounted device only reaches directly from the roadside antenna, but the radio wave transmitted from the roadside antenna is reflected once on the road surface, The following problems occur when re-reflecting on the back side of another elevated road that crosses or is parallel to the above road in the vicinity of the toll booth. That is, when the radio wave is re-reflected behind the overhead, the radio wave reaches the vehicle-mounted device again, and there is a risk of erroneous operations such as collecting charges twice regardless of whether the vehicle passes once.
In view of this, a radio wave absorption panel for reducing or eliminating radio wave reflection is attached to the back side of the elevated road in the vicinity of the toll booth.
[0004]
Conventionally, as a method of attaching the radio wave absorption panel to the back of the elevated (sometimes called the back of the girder), the scaffold is assembled, the radio wave absorbing panel is attached to the elevated back by working from this scaffold, and then disassembled with this scaffold. In the same way, during the repair work, repair work was performed from the scaffold assembled on the back side of the overpass, and then this scaffold was dismantled.
However, with such a method for mounting a radio wave absorption panel, it has been necessary to restrict traffic for a long period of time for vehicles traveling over the overhead girder.
In order to solve such a problem, Japanese Patent No. 3080409, Japanese Patent Application Laid-Open No. 2000-234312, etc. propose a method of using the radio wave absorption panel as a scaffold.
[0005]
[Problems to be solved by the invention]
However, the method of using the upper surface of the radio wave absorption panel as a scaffold and such a mounting structure have the following problems. That is, (1) If there is a place where the panel is removed, the operator's feet are dangerous and may fall. In addition, since there is no scaffold, it is difficult to repair the back of the elevated (the back of the girder). (2) Since it is necessary to align the panel while measuring the radio wave (electromagnetic wave) absorption characteristics of the radio wave absorption panel, it takes time to complete as a scaffold.
[0006]
There were problems (1) and (2) as described above. The present invention, such a problem (1) (2) Solution to the a possible installation work reliably wave absorption panel at a short construction period, and to provide a highly safe attachment how as one object, also, the scaffold is a can be attached in the scaffold, Ketaura mounting how the panel can be performed without waiting for the installation of panel repair (elevated back) (attached), provides To do other purposes.
[0007]
[Means for Solving the Problems]
In order to achieve the above-mentioned object, the mounting method of the radio wave absorption panel according to the present invention is such that the lower surface is provided with a horizontal beam provided with a first opening groove portion having a lower opening shape having first hooking pieces at both ends. Next, a scaffolding plate made of a metal mesh face is attached to the upper surface of the transverse beam while sliding in the longitudinal direction of the transverse beam, and a first fixing tool is projected upward at a predetermined pitch on the upper surface of the radio wave absorption panel. The radio wave absorption panel is held in the longitudinal direction of the horizontal beams while the first fixing tool is hooked on the first opening grooves on the lower surfaces of the two or more horizontal beams and held in a suspended shape. And a work tool or a jig is inserted from above into the metal mesh face from above, the first fixing tool is rotated, and the radio wave absorption panel is attached in contact with the lower surface of the transverse beam.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described in detail based on the illustrated embodiment.
In the partially broken perspective view shown in FIG. 7, reference numeral 10 denotes an elevated road, and an elevated road main girder 12 such as H-shaped steel is disposed in the longitudinal direction (back of the girder) 11 in the longitudinal direction. However, a vertical beam 3 such as H-shaped steel is held in a suspended shape by suspension members 2a and 2b at a position below the main girder 12 in parallel therewith. The transverse beam 4 is fixed in contact with the lower surface of the longitudinal beam 3 so as to be perpendicular to the plan view. That is, a large number of transverse beams 4 are arranged in parallel in the width direction (left-right direction) perpendicular to the longitudinal direction of the elevated road 10.
[0009]
And the scaffold board 5 which consists of metal mesh bodies, such as an expanded metal, is attached to the upper surface 4a of the cross beam 4 (as mounting shape). Specifically, as illustrated in FIGS. 4 to 6 (which will be described in detail later), the scaffold plate 5 is a rectangular plate type in plan view having a peripheral frame 14 and a metal mesh body, and has a long side. Are arranged so as to be orthogonal to each other across the plurality of transverse beams 4 in plan view.
Reference numeral 6 denotes a radio wave absorption panel, which is attached to the lower surface (4b) of the transverse beam 4. This radio wave absorption panel is also called an electromagnetic wave absorption panel. For example, a rectangular plate-shaped radio wave absorption main body, a laminated surface material (FRP plate) on the lower surface side of the radio wave absorption main body, and the radio wave absorption main body and the surface material It is comprised from the reinforcement surface-like member, reinforcement side member, etc. which hold | maintain integrally in panel shape while protecting. As shown in FIGS. 5 and 6 (described later), it is preferable to set the size (vertical / horizontal dimensions) of the radio wave absorption panel 6 to be the same as that of the scaffold plate 5.
[0010]
By the way, as shown in FIG. 7 and FIG. 8 (A), the transverse cross-sectional shape of the cross beam 4 is that the lower surface 4b side has a first opening groove portion 16 having a lower opening shape having first hooking pieces 15 and 15 at both ends. The electromagnetic wave absorbing panel 6 has a lower surface through a first fixing tool 21 inserted into the first opening groove 16 of the cross beam 4 and hooked on the first hooking pieces 15, 15. Attach to 4b.
Furthermore, the upper surface 4a side of the cross beam 4 has a shape including an upper opening-shaped second opening groove portion 18 having second hooking pieces 17 and 17 at both ends, and the second hook on the upper surface 4a side of the cross beam 4 is provided. The said scaffold board 5 is attached to the upper surface 4a side through the 2nd fixing tool 22 latched on the stop piece parts 17 and 17. FIG.
[0011]
The cross-sectional shape of the cross beam 4 shown in FIG. 8 (A) is a shape in which a pair of square C-shaped members (C-shaped channel members) are connected and integrated by connecting members 23 and have opening grooves 18 and 16 on the upper and lower sides. The second hooking piece portions 17 and 17 and the first hooking piece portions 15 and 15 are bent at right angles from the upper surface 4a and the lower surface 4b, respectively.
[0012]
The first fixing member 21 includes a cross-sectional hat-type (or gate-type) locking piece 21a which is hooked so as to cover the pair of left and right first hooking pieces 15 and 15 from above, and a hole in the hooking piece 21a. And a nut member 21b fixed to the latching piece 21a as a concentric part, and a bolt 21c inserted into the hole of the radio wave absorption panel 6 (not shown) and screwed to the nut member 21b.
The second fixing member 22 has a cross-section inverted hat-type (or inverted gate-type) locking piece 22a that is engaged with the pair of left and right second locking pieces 17 and 17 from below, and projects upward from the locking piece 22a. Bolt 22c and the like.
Therefore, as shown by arrows A and B in FIGS. 4 and 5 (described later), the scaffolding plate 5 and the radio wave absorbing panel 6 are attached and detachable while sliding in the longitudinal direction of the cross beam 4. .
[0013]
The cross-sectional shape of the cross beam 4 and the shapes of the first fixing tool 21 and the second fixing tool 22 can be freely changed in design, and may be configured as shown in FIGS. 8B and 8C. good. That is, in FIG. 8B, the latching pieces 21a and 22a are square or rectangular plate pieces, and on the other hand, the gap is slightly larger than the groove width of the first and second opening groove portions 16 and 18 of the transverse beam 4. The first and second latching piece portions 15, 15, 17, and 17 are provided so as to be (outside the width). Alternatively, in FIG. 8 (C), the latching pieces 21a and 22a have a roof-type cross-sectional shape composed of one central character portion and an inclined side portion that is inclined (folded) on the left and right sides. In the first opening groove portion 16 of the first embodiment, the first latching piece portions 15 and 15 are formed by bending upward and the second opening groove portion 18 is provided with the second latching piece portions 17 and 17 inclined downward. It is formed by bending.
[0014]
In short, it is only necessary that the scaffold plate 5 and the radio wave absorption panel 6 can be attached to the upper surface 4a and the lower surface 4b of the horizontal beam 4 from the horizontal lateral direction, either during the slide or after the attachment. However, the latching piece 21a of the first fixing tool 21 is securely engaged with the first latching piece portions 15 and 15 of the cross beam 4, so that the radio wave absorption panel 6 is always suspended. It is a structure which can hold | maintain, and the latching piece 22a of the 2nd fixing tool 22 engages reliably with the 2nd latching piece parts 17 and 17 of the cross beam 4, and the scaffold board 5 raises unexpectedly. It is a structure that can be prevented.
[0015]
In FIG. 7, the horizontal beam 4 and the radio wave absorption panel 6 are connected by a fall prevention wire 24 to prevent unexpected panel drop. As shown in FIG. 5, a hanging bracket 25 having an annular portion is provided in advance on the upper surface of the panel 6, and a fall prevention wire 24 is inserted into the annular portion of the hanging bracket 25 so that both ends of the wire 24 are connected. By sticking to the cross beam 4, the fall is prevented.
[0016]
Next, the mounting method (construction method) of the radio wave absorption panel 6 to the elevated back (girder back) 11 will be described. As shown in FIG. 1, the suspension member 2a is attached to the main girder 12 of the elevated back (girder back) 11. Install in a hanging shape.
Next, the vertical beam 3 is held in a suspended shape by the suspension member 2 a and in parallel below the main beam 12. Thereafter, the horizontal beam 4 is fixedly connected to the lower surface of the vertical beam 3 with a bolt or the like so as to be orthogonal in a plan view. A large number of cross beams 4 are arranged in parallel to each other in the left-right width direction of the road.
[0017]
Next, as shown in FIG. 4, a scaffold plate 5 made of a metal mesh body such as expanded metal is placed on the upper surface 4 a of the transverse beam 4 in a direction orthogonal to the transverse beam 4 in plan view, and the longitudinal direction of the transverse beam 4 as indicated by an arrow A. Install in order while sliding in the direction. At this time, although not shown in the figure, the second anchor 22 (described in FIG. 8) is attached to the scaffold plate 5, and the latching piece 22 a of the second anchor 22 is attached to the second anchor of the transverse beam 4. While being engaged with the piece 17, it is slid and attached in the direction of arrow A from the lateral direction.
[0018]
Next, as shown in FIG. 5, the radio wave absorption panels 6 are sequentially attached to the lower surface 4 b of the horizontal beam 4 while sliding in the longitudinal direction of the horizontal beam 4. The rectangular panel 6 is arranged in a direction orthogonal to the horizontal beam 4 in plan view, and the panel 6 is always held in a suspended shape by the first fixing tool 21 corresponding to the opening groove 16 in the lower surface 4b of the two or more horizontal beams 4. Slide while being.
[0019]
As shown in FIG. 5, when the upper scaffolding plate 5 is attached, the lower panel 6 is attached, and this is repeated in sequence, and the above two layers are formed on the entire surface of the elevated back 11. In addition, as shown in FIG. 6, the scaffold plate 5 group and the panel 6 group are arranged. Alternatively, a plurality of scaffolding plates 5 may be attached over a predetermined area, and then a plurality of panels 6 may be attached over the predetermined area. Alternatively, the scaffold plate 5 may be stretched over a sufficiently large area or the entire surface, and then the panel 6 may be stretched freely. Since the scaffold plate 5 is made of a metal mesh body, the panel 6 can be easily attached by inserting the work tool through the mesh and rotating the first fixing tool 21.
[0020]
Thereafter, as shown in FIG. 7, the fall prevention wire 24 prevents the panel 6 from being unexpectedly dropped. Further, the vertical beam 3 is fixed to the overhead road main girder 12 with a plate piece and bolts / nuts as the suspension member 2b. The hanging member 2a is left as it is or a part thereof is removed, and the panel mounting operation is completed.
[0021]
The present invention is configured as described above, and the scaffolding plate 5 is separated from the radio wave absorption panel 6 and is arranged in two layers on the top and bottom, so that the radio wave absorption panel 6 is installed while measuring the radio wave absorption characteristics. This eliminates the trouble of separately assembling or disassembling a conventional scaffold.
And since the scaffold board 5 is attached with the scaffold board 5, repair of the elevated back (girder back) 11 can be performed without waiting for the installation work of the radio wave panel 6.
[0022]
If the upper-layer scaffold plate 5 is a mesh body, the lower-layer radio wave absorption panel 6 can be attached / removed in units of one sheet through a jig (work tool) from the mesh. In addition, it is possible to repair the elevated back 11 (on the radio wave absorption panel 6). Further, it is not possible to step on the upper surface of the radio wave absorption panel 6 and damage it during the work. Moreover, since the scaffold board 5 and the radio wave absorption panel 6 can be slid along the horizontal beam 4 from the lateral direction (A and B directions), the work efficiency is improved, the construction period can be shortened, and the safety is high.
[0023]
Furthermore, since no scaffolding is required, there is no need to restrict the traffic of vehicles traveling back and forth as in the past. Then, there is an advantage that the maintenance (inspection / repair) of the back of the girders and the radio wave absorption panel 6 can be easily performed by walking on the scaffolding plate 5 at any time. Further, it is durable against vibration of the elevated road 10.
[0024]
【The invention's effect】
The present invention has the following remarkable effects by the above-described configuration .
The electric wave absorbing panel 6, while sliding along the cross beam 4, easily, and safely, and quickly, can be attached. Then, when attaching / removing the radio wave absorption panel 6 on the lower layer side and repairing work, it is possible to work easily and safely from above with a work tool or jig through the mesh of the scaffold plate 5. In addition, it is possible to easily attach / remove the radio wave absorption panel 6 in units of one sheet.
Thus, as a whole, the installation work of the radio wave absorption panel 6 and the installation work of the scaffold plate 5 can be performed in a short construction period.
[Brief description of the drawings]
FIG. 1 is a perspective explanatory view showing a first attachment procedure according to an embodiment of the present invention.
FIG. 2 is an explanatory perspective view showing a second procedure.
FIG. 3 is an explanatory perspective view showing a third procedure.
FIG. 4 is an explanatory perspective view showing a fourth procedure.
FIG. 5 is a perspective explanatory view showing a fifth procedure.
FIG. 6 is an explanatory perspective view showing a sixth procedure.
FIG. 7 is a partially broken perspective view showing the seventh procedure and showing the embodiment of the mounting structure of the present invention.
FIG. 8 is a simplified explanatory diagram of main parts.
[Explanation of symbols]
4 transverse beam 4a upper surface 4b lower surface 5 scaffolding plate 6 radio wave (electromagnetic wave) absorption panel
11 Overpass (back of girders)
15 First hook piece
16 First opening groove
17 Second hooking piece
18 Second opening groove
21 First fastener
22 Second fastener

Claims (1)

下面(4b)側が、両端部に第一掛止片部(15)(15)を有する下方開口状の第一開口溝部(16)を備えた横梁(4)を、高架裏(11)に、取付け、次に、該横梁(4)の長手方向にスライドさせながら該横梁(4)の上面(4a)に金属網面体から成る足場板(5)を取付け、さらに、電波吸収パネル(6)の上面には第一固着具(21)を所定ピッチで上方突出状に設けておいて、2本以上の横梁(4)の上記下面(4b)の第一開口溝部(16)に夫々上記第一固着具(21)を掛止して吊持状に保持しつつ、上記電波吸収パネル(6)を、該横梁(4)の長手方向にスライドさせ、上記金属網面体から作業工具又は治具を上から下に挿通し、上記第一固着具(21)を回転させて、該横梁(4)の下面(4b)に当接状として電波吸収パネル(6)を取付けることを特徴とする電波吸収パネルの取付方法。  The lower beam (4b) side has a transverse beam (4) provided with a first opening groove (16) having a lower opening shape having first latching pieces (15) and (15) at both ends. Next, a scaffold plate (5) made of a metal mesh is attached to the upper surface (4a) of the transverse beam (4) while sliding in the longitudinal direction of the transverse beam (4). First fixing tools (21) are provided on the upper surface so as to project upward at a predetermined pitch, and the first opening grooves (16) of the lower surface (4b) of two or more transverse beams (4) are respectively connected to the first opening grooves (16). The electromagnetic wave absorbing panel (6) is slid in the longitudinal direction of the transverse beam (4) while hooking and holding the fixing tool (21), and a work tool or jig is moved from the metal mesh face. The electromagnetic wave absorbing panel (6) is inserted from top to bottom and rotated by rotating the first fixing tool (21) so as to be in contact with the lower surface (4b) of the transverse beam (4). A method of attaching a radio wave absorption panel, characterized by attaching
JP2002206739A 2002-07-16 2002-07-16 Mounting method of radio wave absorption panel Expired - Fee Related JP4083489B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002206739A JP4083489B2 (en) 2002-07-16 2002-07-16 Mounting method of radio wave absorption panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002206739A JP4083489B2 (en) 2002-07-16 2002-07-16 Mounting method of radio wave absorption panel

Publications (2)

Publication Number Publication Date
JP2004052233A JP2004052233A (en) 2004-02-19
JP4083489B2 true JP4083489B2 (en) 2008-04-30

Family

ID=31931384

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002206739A Expired - Fee Related JP4083489B2 (en) 2002-07-16 2002-07-16 Mounting method of radio wave absorption panel

Country Status (1)

Country Link
JP (1) JP4083489B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6713420B2 (en) * 2017-01-13 2020-06-24 鹿島建設株式会社 Rebar cage relocation device

Also Published As

Publication number Publication date
JP2004052233A (en) 2004-02-19

Similar Documents

Publication Publication Date Title
JP3318549B2 (en) Working scaffold for existing bridge
JP4083489B2 (en) Mounting method of radio wave absorption panel
JP6494120B2 (en) Uneven housing type temporary protective fence
JP3027130B2 (en) Assembly structure of hanging scaffold
KR102085920B1 (en) Temporary bridge with end corner member and construction method therefor
JP7526657B2 (en) Manufacturing method and sending tool for underpass scaffolding
JPH0633425A (en) Construction of soundproof wall
JP2000144641A (en) Execution method for combination scaffold and back plate of elevated structure
JP4083603B2 (en) Mounting structure and mounting method of radio wave absorption panel
WO2014103392A1 (en) Deck plate support device and slab construction method using same
CN213508045U (en) Highway prevents throwing net
JP3949314B2 (en) Sound barriers for roads and their construction methods
JP2024165183A (en) Temporary protective fence
JP4083615B2 (en) Radio wave absorption panel mounting structure
JP4031780B2 (en) Corner fastening device and corner fastening method for formwork corner
JP6108512B1 (en) Suspension scaffold and installation method
JP7691861B2 (en) Temporary leaky coaxial cable placement structure for temporary protective fence, and method for temporary leaky coaxial cable placement for temporary protective fence
JPH08184179A (en) Side surface protecting wall assembling method for suspended scaffold and side surface protecting panel therefor
JP7601683B2 (en) Sound absorbing panels
CN221372993U (en) Safety protection rope fixing device and fixing assembly for steel structure construction
CN221235935U (en) Road safety deceleration strip with combined structure
JP3013059U (en) Bird intrusion prevention net device
CN215905737U (en) Bridge frame and end beam positioning and fixing structure of bridge crane
JP2003020607A (en) Concrete lining plate with shear connector and fixing device
JP3219732B2 (en) Panel mounting method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050222

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20061225

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070227

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070424

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20071009

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20071113

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: 20080115

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20080213

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110222

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110222

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120222

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120222

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130222

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140222

Year of fee payment: 6

LAPS Cancellation because of no payment of annual fees