JP2015083765A - Expansion cover for wall handrail - Google Patents

Expansion cover for wall handrail Download PDF

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JP2015083765A
JP2015083765A JP2013222696A JP2013222696A JP2015083765A JP 2015083765 A JP2015083765 A JP 2015083765A JP 2013222696 A JP2013222696 A JP 2013222696A JP 2013222696 A JP2013222696 A JP 2013222696A JP 2015083765 A JP2015083765 A JP 2015083765A
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wall
expansion
cover
fold line
contraction
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孝 古沢
Takashi Furusawa
孝 古沢
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JABARA KK
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JABARA KK
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Abstract

PROBLEM TO BE SOLVED: To provide an expansion cover for a wall handrail capable of lengthening service life, by following up the expansion of an expansion spacing part of the wall handrail, while enhancing strength and rigidity to a wind load.SOLUTION: A reinforcement material 6 continuing in the expansion direction of the expansion spacing part 4, is buried in a sheet-like cover body 5. The expansion cover 1 for the wall handrail is formed in a zigzag shape having a ridge-folding line L1 and a bottom-folding line L2 orthogonal to the expansion direction. Both end parts 7a and 7b in the expansion direction are fixed to both-side wall handrails 3a and 3b by sandwiching the expansion spacing part 4. The expansion cover 1 for the wall handrail covers the expansion spacing part 4 of the wall handrails 3a and 3b.

Description

本発明は、例えば道路橋の端部に設けられた壁高欄の遊間部を覆う壁高欄用伸縮カバーに関するものである。   The present invention relates to an extendable cover for a wall rail that covers a play section of a wall rail provided at an end of a road bridge, for example.

一般に、道路橋の側部には、路面からの物の落下や、走行車両による雨水の飛沫の落下などを防止するための壁高欄が設けられている。壁高欄の端部には、温度変化よる橋桁の伸縮や走行車両による橋桁の撓みなどに起因する橋軸方向の変位を吸収するための隙間を形成した遊間部が設けられ、さらに、この遊間部には、その隙間からの物や雨水の飛沫の落下などを防止する壁高欄用伸縮カバーが設けられている(例えば特許文献1)。   In general, a side wall of a road bridge is provided with a wall height column for preventing an object from falling from a road surface or a raindrop from a traveling vehicle. At the end of the wall rail, there is a gap part that forms a gap to absorb the displacement in the bridge axis direction caused by the expansion and contraction of the bridge girder due to temperature changes and the bending of the bridge girder by the traveling vehicle. Is provided with a telescopic cover for a wall rail that prevents the falling of objects and rainwater splashes from the gap (for example, Patent Document 1).

図9に示すように、特許文献1の壁高欄用伸縮カバーは、加硫ゴム101に金属板102を埋設した構造とされ、その一方の端部を壁高欄103に取付ボルト104で固定すると共に、他方の端部をフリー状態で壁高欄105に重ねて、壁高欄103と壁高欄105との間の遊間部を塞ぐようにしている。   As shown in FIG. 9, the telescopic cover for the wall rail of Patent Document 1 has a structure in which a metal plate 102 is embedded in vulcanized rubber 101, and one end thereof is fixed to the wall rail 103 with a mounting bolt 104. The other end portion is overlapped with the wall height column 105 in a free state so as to block the gap between the wall height column 103 and the wall height column 105.

特開2008−7956号公報(段落番号0008、0015、図2)Japanese Patent Laying-Open No. 2008-7956 (paragraph numbers 0008 and 0015, FIG. 2)

ところで、特許文献1の壁高欄用伸縮カバーは、金属板を埋設した構造とされると共に、他方の端部をフリー状態で壁高欄に重ねて設置されるので、風荷重などに対する強度及び剛性を高めつつ、壁高欄に重ねた部位をスライドさせて遊間部の伸縮に追随することができる。   Incidentally, the telescopic cover for the wall rail of Patent Document 1 has a structure in which a metal plate is embedded, and the other end is placed in a free state so as to overlap the wall rail, so that the strength and rigidity against wind load and the like are increased. While raising, it is possible to follow the expansion and contraction of the play portion by sliding the portion overlapped on the wall rail.

しかしながら、壁高欄に対するスライドが繰り返されることにより、壁高欄用伸縮カバーが摩耗損傷するおそれがあり、特に、走行車両による橋桁の撓みに起因する遊間部の伸縮は、その繰り返し数が多く、壁高欄用伸縮カバーの摩耗損傷を生じさせやすい。さらに、金属板で補強された剛性の高い壁高欄用伸縮カバーが風荷重を受けて壁高欄に押し付けられた状態で、遊間部の伸縮が繰り返されることにより、壁高欄に重ねた部位のスライドの繰り返しによる摩耗損傷が促進されて、壁高欄用伸縮カバーの製品寿命を短くするおそれがある。   However, repeated sliding on the wall rail may cause wear damage to the wall rail extension cover, and in particular, the expansion and contraction of the gap portion caused by the bending of the bridge girder by the traveling vehicle has a large number of repetitions. It is easy to cause wear damage of the expansion / contraction cover. Furthermore, with the rigid wall rail extension cover reinforced with a metal plate being subjected to wind load and being pressed against the wall rail, the expansion and contraction of the loose section is repeated, so that the slide of the part superimposed on the wall rail is Wear damage due to repetition is promoted, which may shorten the product life of the wall rail extension cover.

本発明は、風荷重などに対する強度及び剛性を高めつつ、壁高欄の遊間部の伸縮に追随することができると共に、長寿命化を図ることのできる壁高欄用伸縮カバーの提供を目的とする。   An object of the present invention is to provide an expansion / contraction cover for a wall rail that can follow the expansion and contraction of the loose portion of the wall rail while increasing the strength and rigidity against wind load and the like and can extend the life.

上記目的を達成するために、本発明に係る壁高欄用伸縮カバーは、壁高欄の遊間部を覆うものであり、シート状のカバー本体に遊間部の伸縮方向に連続する補強材を埋設してなり、伸縮方向における両端部を、遊間部を挟んで両側の壁高欄に固定し、伸縮方向と直交する山折り線及び谷折り線を有するジグザグ状に形成したものである。   In order to achieve the above-mentioned object, the wall railing extension cover according to the present invention covers the idler portion of the wall rail and embeds a reinforcing material continuous in the extension direction of the idler part in the sheet-like cover body. Thus, both end portions in the expansion / contraction direction are fixed to the wall height columns on both sides across the gap portion and formed in a zigzag shape having a mountain fold line and a valley fold line orthogonal to the expansion / contraction direction.

上記構成によれば、シート状のカバー本体に補強材を埋設するので、風荷重などの壁高欄の正面から受ける力に対する壁高欄用伸縮カバーの強度及び剛性を高めることができる。しかも、壁高欄用伸縮カバーをジグザグ状に形成するので、風荷重などに対する所望の強度及び剛性を確保しつつ、そのジグザグの中心線方向に容易に伸縮させることができる。これにより、壁高欄用伸縮カバーを遊間部の両側の壁高欄に固定して、壁高欄に対してスライドさせることなく、遊間部の伸縮に追随させることができ、壁高欄用伸縮カバーの長寿命化を図ることができる。   According to the above configuration, since the reinforcing material is embedded in the sheet-like cover body, it is possible to increase the strength and rigidity of the wall rail extension cover with respect to the force received from the front of the wall rail such as wind load. In addition, since the wall railing expansion and contraction cover is formed in a zigzag shape, it can be easily expanded and contracted in the direction of the center line of the zigzag while ensuring the desired strength and rigidity against wind loads and the like. This makes it possible to fix the wall rail elongate cover to the wall rails on both sides of the gap section and allow it to follow the expansion and contraction of the gap section without sliding against the wall rail. Can be achieved.

また、補強材を伸縮方向と直交する方向に間隔をあけて並設した複数枚の板材とするようにしてもよい。   Further, the reinforcing material may be a plurality of plate members arranged side by side in the direction orthogonal to the expansion / contraction direction.

この構成によれば、補強材としての板材の1枚当たりの強度及び剛性とその枚数を適宜設定することにより、壁高欄用伸縮カバーの全体をその前後方向及び伸縮方向に所望の強度及び剛性に設定することができる。これにより、風荷重などに対する十分な強度及び剛性を確保しつつ、壁高欄用伸縮カバーを遊間部の大きさに合わせて伸縮方向に人力で変形させることができ、壁高欄用伸縮カバーの設置作業を容易にすることができる。   According to this configuration, by appropriately setting the strength and rigidity per sheet of the reinforcing material and the number of the plates, the wall railing expansion / contraction cover as a whole has the desired strength and rigidity in the front-rear direction and the expansion / contraction direction. Can be set. This allows the wall railing telescopic cover to be manually deformed in the expansion and contraction direction according to the size of the free space while ensuring sufficient strength and rigidity against wind loads, etc. Can be made easier.

また、補強材の山折り線と谷折り線との間に、この補強材をその板面と直交する方向に変形させてなる補強部を形成するようにしてもよい。   Moreover, you may make it form the reinforcement part which deform | transforms this reinforcement material in the direction orthogonal to the plate | board surface between the mountain fold line and valley fold line of a reinforcement material.

この構成によれば、山折り線と谷折り線との間で、補強材としての板材をその板面と直交する方向に変形させて補強部を形成するので、壁高欄用伸縮カバーの伸縮方向の剛性を高めることなく、風荷重などの壁高欄の正面から受ける力に対する強度及び剛性を高めることができる。   According to this configuration, since the reinforcing member is formed by deforming the plate material as the reinforcing material between the mountain fold line and the valley fold line in a direction perpendicular to the plate surface, the expansion direction of the expansion rail cover for the wall rail Without increasing the rigidity, the strength and rigidity against the force received from the front of the wall rail such as wind load can be increased.

また、山折り線及び谷折り線と交差する方向に横折り部を形成し、この横折り部を挟んで両側の山折り線と谷折り線とを連続して形成するようにしてもよい。   Further, a horizontal fold portion may be formed in a direction intersecting with the mountain fold line and the valley fold line, and the mountain fold line and the valley fold line on both sides may be continuously formed across the horizontal fold portion.

この構成によれば、横折り部でその両側の山折り線と谷折り線とを連続させるので、余分な皺を生じることなく、ジグザグ状の壁高欄用伸縮カバーを横折り部の位置で無理なく折り曲げることができる。これにより、壁高欄用伸縮カバーを折り曲げて、例えばL形に形成することができ、1枚の壁高欄用伸縮カバーで壁高欄の遊間部の上面側及び正面側を覆うことができる。しかも、山折り線と谷折り線とを連続させることにより、横折り部では、その両側の山折り部と谷折り部とが混在するので、外力に対する弱点部となりやすい例えばL形のコーナー部の強度及び剛性を高めることができる。   According to this configuration, the mountain fold line and the valley fold line on both sides of the lateral fold portion are made continuous, so that the zigzag wall rail extension cover is impossible at the position of the horizontal fold portion without causing excessive wrinkles. Can be bent without any problem. As a result, the wall rail elongate cover can be bent and formed into, for example, an L shape, and the upper surface side and the front side of the loose section of the wall rail can be covered with a single wall rail elongate cover. Moreover, since the mountain fold line and the valley fold line are made continuous, in the lateral fold part, the mountain fold part and the valley fold part on both sides of the lateral fold part are mixed, so that it tends to be a weak point part against external force, for example, an L-shaped corner part Strength and rigidity can be increased.

以上のとおり、本発明によると、シート状のカバー本体に補強材を埋設して壁高欄用伸縮カバーを構成すると共に、この壁高欄用伸縮カバーをジグザグ状に形成するようにしている。これにより、風荷重などに対する壁高欄用伸縮カバーの強度及び剛性を高めると共に、壁高欄用伸縮カバーを壁高欄の遊間部の伸縮に追随させることができ、壁高欄に対する壁高欄用伸縮カバーのスライドを不要にして、壁高欄用伸縮カバーの長寿命化を図ることができる。   As described above, according to the present invention, the reinforcing material is embedded in the sheet-like cover body to constitute the wall rail extension cover, and the wall rail extension cover is formed in a zigzag shape. This increases the strength and rigidity of the wall rail extension cover against wind loads, etc., and allows the wall rail extension cover to follow the expansion and contraction of the loose section of the wall rail, so that the wall rail extension cover slides against the wall rail. Is not necessary, and the life of the telescopic cover for the wall rail can be extended.

本発明に係る壁高欄用伸縮カバーを設置した壁高欄の斜視図The perspective view of the wall rail which installed the telescopic cover for wall rails concerning this invention 壁高欄用伸縮カバーの斜視図Perspective view of wall railing telescopic cover 壁高欄用伸縮カバーの正面図Front view of telescopic cover for wall railing 壁高欄用伸縮カバーの平面図Plan view of telescopic cover for wall railing 補強部の正面図Front view of reinforcement 壁高欄用伸縮カバーを設置する前の壁高欄の斜視図Perspective view of wall rail before installation of wall rail telescopic cover 図5のA−A断面図AA sectional view of FIG. 本発明に係る別形態の壁高欄用伸縮カバーを設置した壁高欄の斜視図The perspective view of the wall rail which installed the expansion cover for wall rails of another form which concerns on this invention 従来の壁高欄用伸縮カバーを設置した壁高欄の斜視図A perspective view of a wall rail installed with a conventional wall rail telescopic cover

以下、本発明に係る壁高欄用伸縮カバーを実施するための形態について、図面を用いて説明する。   EMBODIMENT OF THE INVENTION Hereinafter, the form for implementing the telescopic cover for wall rails which concerns on this invention is demonstrated using drawing.

図1〜図5に示すように、壁高欄用伸縮カバー1は、例えば道路橋2a、2bの側部に位置する壁高欄3a、3bの間の遊間部4を覆うものであり、シート状のカバー本体5に、遊間部4の伸縮方向に連続する補強材6を埋設してなり、伸縮方向と直交する山折り線L1及び谷折り線L2を有するジグザグ状に形成されると共に、伸縮方向における両端部7a、7bが遊間部4を挟んで両側の壁高欄3a、3bに固定されている。   As shown in FIGS. 1 to 5, the wall rail elongating cover 1 covers, for example, the idler portion 4 between the wall height columns 3 a and 3 b located on the side portions of the road bridges 2 a and 2 b, and has a sheet-like shape. The cover main body 5 is embedded with a reinforcing material 6 that is continuous in the expansion / contraction direction of the play portion 4, and is formed in a zigzag shape having a mountain fold line L1 and a valley fold line L2 orthogonal to the expansion / contraction direction, and in the expansion / contraction direction. Both end portions 7a and 7b are fixed to the wall height columns 3a and 3b on both sides with the gap portion 4 interposed therebetween.

道路橋2a、2bは、車両が走行する路面部8の側方に壁高欄3a、3bを設けた構造とされ、道路橋2a、2bが橋軸方向に並設されて、全体として1つの橋梁を構成している。道路橋2aと道路橋2bとの間には、その路面部8に伸縮装置9が設けられ、両者間の遊間に車両の走行を阻害されることなく、温度変化よる伸縮や走行車両による路面部8の撓みなどに起因する路面部8の変位を吸収するようになっている。   The road bridges 2a and 2b have a structure in which wall height columns 3a and 3b are provided on the side of the road surface portion 8 on which the vehicle travels. The road bridges 2a and 2b are arranged side by side in the direction of the bridge axis so that one bridge is formed as a whole. Is configured. An expansion / contraction device 9 is provided between the road bridge 2a and the road bridge 2b on the road surface portion 8 so that the vehicle travels between the road bridge portion 2a and the road surface portion due to temperature changes without being obstructed from traveling between the two. The displacement of the road surface portion 8 due to the bending of the 8 or the like is absorbed.

図6に示すように、壁高欄3a、3bは、道路橋2a、2bの側部に設けられて、路面部8からの物の落下や、走行車両による雨水の飛沫の落下などを防止するためのものであり、その端部に設定された遊間部4が、温度変化よる伸縮や走行車両による路面部8の撓みなどに起因する壁高欄3a、3bの変位を吸収するようになっている。   As shown in FIG. 6, the wall height columns 3a and 3b are provided on the side portions of the road bridges 2a and 2b in order to prevent the falling of objects from the road surface 8 or the falling of rainwater splashes by the traveling vehicle. The idler portion 4 set at the end portion absorbs the displacement of the wall height columns 3a and 3b caused by expansion and contraction due to temperature change, bending of the road surface portion 8 by the traveling vehicle, and the like.

図7に示すように、カバー本体5は、例えば、ナイロン製やポリエステル製の基布にクロロプレンゴムを含浸させてなる2枚の引布10を貼り合わせた構造とされ、2枚の引布10の間に補強材6を挟んで接着、縫製することにより、カバー本体5に補強材6が埋設される。   As shown in FIG. 7, the cover body 5 has a structure in which, for example, two draw cloths 10 made of nylon or polyester base cloth impregnated with chloroprene rubber are bonded to each other. The reinforcing material 6 is embedded in the cover body 5 by adhering and sewing the reinforcing material 6 therebetween.

カバー本体5とこれに埋設した補強材6とは、ジグザグ状に折り曲げられて、山折り線L1と谷折り線L2とを形成され、これにより、ジグザグ状の壁高欄用伸縮カバー1が構成される。さらに、ジグザグ状に形成した壁高欄用伸縮カバー1は、その2枚を縫合するなどしてL形に構成され、壁高欄3a、3bの遊間部4の上面側及び正面側を覆うようになっている。   The cover body 5 and the reinforcing member 6 embedded in the cover body 5 are folded in a zigzag shape to form a mountain fold line L1 and a valley fold line L2, thereby forming a zigzag wall railing expansion / contraction cover 1. The Further, the wall rail elongate cover 1 formed in a zigzag shape is configured in an L shape by stitching the two, and covers the upper surface side and the front side of the gap portion 4 of the wall height columns 3a and 3b. ing.

補強材6は、例えばステンレス製の複数枚の板材とされて、伸縮方向と直交する方向に間隔をあけて並設され、各補強材6の山折り線L1と谷折り線L2との間で、その補強材6を板面と直交する方向に変形させることにより、正面側に突出する略長方形の補強部11が形成されている。この補強部11は、例えば、カバー本体5に補強材6を埋設した後で、山折り線L1及び谷折り線L2を形成する前に絞り加工を施して形成される。   The reinforcing members 6 are made of, for example, a plurality of stainless steel plates, and are juxtaposed at intervals in a direction orthogonal to the expansion / contraction direction, and between the mountain fold line L1 and the valley fold line L2 of each reinforcing member 6. By deforming the reinforcing member 6 in a direction perpendicular to the plate surface, a substantially rectangular reinforcing portion 11 protruding to the front side is formed. For example, the reinforcing portion 11 is formed by drawing after the reinforcing material 6 is embedded in the cover body 5 and before forming the mountain fold line L1 and the valley fold line L2.

両端部7a、7bは、壁高欄3a、3bと平行な面に形成され、この両端部7a、7bのうちの補強材6の位置する部位に、壁高欄用伸縮カバー1を壁高欄3a、3bにボルト止めするための長孔状の取付穴12が形成されている。両端部7a、7bをフラットバー13で押えつつ、壁高欄3a、3bにセットしたボルト14が取付穴12を貫通するように位置決めし、ボルト14を締め付けることにより、壁高欄用伸縮カバー1が壁高欄3a、3bの遊間部4に装着される。   Both end portions 7a and 7b are formed in a plane parallel to the wall height columns 3a and 3b, and the wall height column expansion / contraction cover 1 is attached to the wall height columns 3a and 3b at portions of the both end portions 7a and 7b where the reinforcing member 6 is located. A long hole-like mounting hole 12 is formed for bolting. While holding both ends 7a, 7b with the flat bar 13, the bolt 14 set in the wall height column 3a, 3b is positioned so as to pass through the mounting hole 12, and the bolt 14 is tightened so that the wall rail extension cover 1 is It is attached to the play section 4 of the handrail 3a, 3b.

上記構成によれば、壁高欄用伸縮カバー1で壁高欄3a、3bの間の遊間部4を覆うので、遊間部4の隙間から物や、走行車両による雨水の飛沫が落下するのを防止することができる。   According to the above configuration, the wall rail 4 between the wall rails 3a and 3b is covered with the wall rail telescopic cover 1, so that objects and rainwater splashes from the traveling vehicle are prevented from falling from the gaps in the space 4. be able to.

また、壁高欄用伸縮カバー1に補強材6を埋設するので、壁高欄用伸縮カバー1を風荷重などに対して十分な強度及び剛性に設定することができ、しかも、壁高欄用伸縮カバー1をジグザグ状に形成するので、遊間部4の伸縮に追随させることができる。これにより、壁高欄用伸縮カバー1を壁高欄3a、3bに対してスライドさせる必要がなく、壁高欄用伸縮カバー1の摩耗損傷を防止して長寿命化を図ることができる。   Further, since the reinforcing material 6 is embedded in the wall rail extension cover 1, the wall rail extension cover 1 can be set to have sufficient strength and rigidity against wind load and the wall rail extension cover 1 can be set. Is formed in a zigzag shape, so that it is possible to follow the expansion and contraction of the gap portion 4. Thereby, it is not necessary to slide the wall rail elongate cover 1 with respect to the wall height columns 3a and 3b, and it is possible to prevent wear damage of the wall rail elongate cover 1 and extend the life.

さらに、壁高欄用伸縮カバー1をジグザグ状に形成しているので、遊間部4の伸縮方向に容易に変形させることができ、壁高欄用伸縮カバー1を遊間部4の大きさに合わせて人力で変形させて壁高欄3a、3bに取り付けることができる。   Further, since the wall rail extension cover 1 is formed in a zigzag shape, it can be easily deformed in the expansion / contraction direction of the gap section 4, and the wall rail extension cover 1 can be manually adjusted according to the size of the gap section 4. And can be attached to the wall height columns 3a and 3b.

なお、本発明は、上記の実施の形態に限定されるものではなく、本発明の範囲内において、適宜変更を加えることができる。例えば、2枚を縫合するなどしてL形に構成した壁高欄用伸縮カバー1に代えて、図8に示すように、1枚のカバーをジグザグ状かつL形に折り曲げ形成した壁高欄用伸縮カバー15を採用することもできる。   In addition, this invention is not limited to said embodiment, A change can be suitably added within the scope of the present invention. For example, instead of the wall rail elongate cover 1 configured in an L shape by stitching two sheets or the like, as shown in FIG. 8, one wall cover is bent in a zigzag shape and formed in an L shape. A cover 15 can also be employed.

壁高欄用伸縮カバー15は、上記形態の壁高欄用伸縮カバー1とほぼ同じ構成であるが、山折り線L1及び谷折り線L2と交差する方向に横折り部16を設定した構造とされ、この横折り部16を挟んで両側の山折り線L1と谷折り線L2とが連続するよう形成されている。これにより、壁高欄用伸縮カバー15は、余分な皺を生じることなく、無理なくL形に形成され、1枚の壁高欄用伸縮カバー15で、壁高欄3a、3bの遊間部4の上面側及び正面側を覆うことができる。   The wall rail extension cover 15 has substantially the same configuration as the wall rail extension cover 1 of the above form, but has a structure in which the lateral fold 16 is set in a direction intersecting the mountain fold line L1 and the valley fold line L2. A mountain fold line L1 and a valley fold line L2 on both sides of the horizontal fold part 16 are formed to be continuous. Thus, the wall rail elongate cover 15 is formed into an L-shape without any excessive wrinkles, and is formed on the upper surface side of the gap portion 4 of the wall height columns 3a and 3b with a single wall rail elongate cover 15. And the front side can be covered.

横折り部16は、補強材6の間のカバー本体5の任意の位置に設定することができ、壁高欄3a、3bの形状に合わせて、壁高欄用伸縮カバー15の形状を設定することができる。この横折り部16の位置では、山折り部と谷折り部とが混在しており、補強材6が存在せず、かつ外力に対する弱点部となりやすいL形のコーナー部の強度及び剛性を高めている。   The lateral folding portion 16 can be set at an arbitrary position of the cover body 5 between the reinforcing members 6, and the shape of the wall rail column extension cover 15 can be set according to the shape of the wall column 3 a, 3 b. it can. At the position of the lateral fold 16, mountain folds and valley folds are mixed, the reinforcing material 6 does not exist, and the strength and rigidity of the L-shaped corner that tends to be a weak point against external force are increased. Yes.

また、補強材6は、所望の強度及び剛性を得ることができ、かつジグザグ状に形成できるものであれば、複数枚の板材に限らず、1枚の板材であってもよく、均等な間隔で配置した多数の線材であってもよい。   Further, the reinforcing member 6 is not limited to a plurality of plate members, and may be a single plate member as long as desired strength and rigidity can be obtained and can be formed in a zigzag shape. It may be a number of wires arranged in

1 壁高欄用伸縮カバー
2a、2b 道路橋
3a、3b 壁高欄
4 遊間部
5 カバー本体
6 補強材
7a、7b 両端部
8 路面部
9 伸縮装置
10 引布
11 補強部
12 取付穴
13 フラットバー
14 ボルト
15 壁高欄用伸縮カバー
16 横折り部
L1 山折り線
L2 谷折り線
DESCRIPTION OF SYMBOLS 1 Telescopic cover for wall rails 2a, 2b Road bridge 3a, 3b Wall height column 4 Spacing part 5 Cover main body 6 Reinforcement material 7a, 7b Both ends 8 Road surface part 9 Stretching device 10 Stretching cloth 11 Reinforcement part 12 Mounting hole 13 Flat bar 14 Bolt 15 Telescopic cover for wall railing 16 Horizontal fold L1 Mountain fold line L2 Valley fold line

Claims (4)

壁高欄の遊間部を覆う壁高欄用伸縮カバーであって、シート状のカバー本体に前記遊間部の伸縮方向に連続する補強材を埋設してなり、前記伸縮方向における両端部が遊間部を挟んで両側の壁高欄に固定され、前記伸縮方向と直交する山折り線及び谷折り線を有するジグザグ状に形成されたことを特徴とする壁高欄用伸縮カバー。   An extension cover for a wall rail that covers the gap portion of the wall rail, comprising a sheet-like cover body embedded with a reinforcing material that is continuous in the extension direction of the gap portion, and both end portions in the extension direction sandwich the gap portion. A wall railing expansion / contraction cover characterized by being formed in a zigzag shape having a mountain fold line and a valley fold line perpendicular to the expansion / contraction direction. 前記補強材は、伸縮方向と直交する方向に間隔をあけて並設された複数枚の板材とされたことを特徴とする請求項1に記載の壁高欄用伸縮カバー。   The wall railing expansion / contraction cover according to claim 1, wherein the reinforcing material is a plurality of plate members arranged in parallel in a direction orthogonal to the expansion / contraction direction. 前記補強材は、前記山折り線と前記谷折り線との間に、当該補強材をその板面と直交する方向に変形させてなる補強部が形成されたことを特徴とする請求項2に記載の壁高欄用伸縮カバー。   3. The reinforcing member according to claim 2, wherein a reinforcing portion is formed between the mountain fold line and the valley fold line by deforming the reinforcing material in a direction perpendicular to the plate surface. Telescopic cover for wall rails as described. 前記山折り線及び谷折り線と交差する方向に横折り部が形成され、該横折り部を挟んで両側の山折り線と谷折り線とが連続して形成されたことを特徴とする請求項1、2又は3に記載の壁高欄用伸縮カバー。   A lateral fold is formed in a direction intersecting the mountain fold line and the valley fold line, and a mountain fold line and a valley fold line on both sides are continuously formed across the horizontal fold part. Item 4. An expansion cover for wall railings according to item 1, 2 or 3.
JP2013222696A 2013-10-25 2013-10-25 Expansion cover for wall handrail Pending JP2015083765A (en)

Priority Applications (1)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4958476A (en) * 1988-03-28 1990-09-25 Kotter Rodman W Adaptive architectural cover panel system
JPH0312921U (en) * 1989-06-16 1991-02-08
JPH0643014U (en) * 1992-08-26 1994-06-07 中井商工株式会社 Wall balustrade rubber cover
JPH07205808A (en) * 1994-01-24 1995-08-08 Bridgestone Corp Fall preventive device made of rubber
JP2003013414A (en) * 2001-06-29 2003-01-15 Bridgestone Corp Structure of joint for sound-absorbing-and-insulating wall, and mounting method for joint
JP2008007956A (en) * 2006-06-27 2008-01-17 Yokohama Rubber Co Ltd:The Cover for wall balustrade joint-gap section
JP2011167727A (en) * 2010-02-19 2011-09-01 Naberu:Kk Bellows for optical path of laser cutting machine and method for manufacturing the bellows for optical path of laser cutting machine

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4958476A (en) * 1988-03-28 1990-09-25 Kotter Rodman W Adaptive architectural cover panel system
JPH0312921U (en) * 1989-06-16 1991-02-08
JPH0643014U (en) * 1992-08-26 1994-06-07 中井商工株式会社 Wall balustrade rubber cover
JPH07205808A (en) * 1994-01-24 1995-08-08 Bridgestone Corp Fall preventive device made of rubber
JP2003013414A (en) * 2001-06-29 2003-01-15 Bridgestone Corp Structure of joint for sound-absorbing-and-insulating wall, and mounting method for joint
JP2008007956A (en) * 2006-06-27 2008-01-17 Yokohama Rubber Co Ltd:The Cover for wall balustrade joint-gap section
JP2011167727A (en) * 2010-02-19 2011-09-01 Naberu:Kk Bellows for optical path of laser cutting machine and method for manufacturing the bellows for optical path of laser cutting machine

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