JP2013174066A - Road decking panel and method of constructing the same - Google Patents

Road decking panel and method of constructing the same Download PDF

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JP2013174066A
JP2013174066A JP2012038425A JP2012038425A JP2013174066A JP 2013174066 A JP2013174066 A JP 2013174066A JP 2012038425 A JP2012038425 A JP 2012038425A JP 2012038425 A JP2012038425 A JP 2012038425A JP 2013174066 A JP2013174066 A JP 2013174066A
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lining
plate
lining plate
connection
bolt
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JP5917945B2 (en
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Masahito Nishiguchi
正仁 西口
Shuichi Kosuge
秀一 小菅
Yasuhisa Horiba
靖久 堀場
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Gecoss Corp
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Gecoss Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a road decking panel that is good in operability since laying operation and removing operation can be efficiently performed, and prevents a rattling noise etc., from being generated when a vehicle travels, and a method of constructing the same.SOLUTION: A plurality of road decking panels 2 formed in a rectangular shape are arranged by making their lengthwise side face portions abut against each other. The road decking panels 2, 2 are unitized into a substantially integrated rigid body by mutually fastening connection metal fittings 3, 3 projected on under-surface sides of lengthwise side face portions with connection bolts 4. A connection bolt 4 is inserted into bolt holes 3b formed in connection ribs 3a of the connection metal fittings 3, 3. Double nuts are fastened to the connection bolt 4.

Description

本発明は、開削工事による地下鉄工事や地下埋設管の敷設・撤去工事などで、覆工桁の上に敷設して使用される大型覆工板およびその敷設工法に関し、敷設と撤去作業が効率的に行うことができて作業性がよく、車輌が走行する際のがたつき等の騒音の発生を防止することができる。   TECHNICAL FIELD The present invention relates to a large lining plate used by laying on a lining girder in subway work or open underground pipe laying / removal work, etc., and its laying work method. Therefore, it is possible to prevent the generation of noise such as rattling when the vehicle travels.

開削工事による地下鉄工事などでは、地下工事空間の地表部は車輌や歩行者の通行が可能なように覆工板によって覆われる。覆工板は、一般にH形鋼などの形鋼を複数平行に並べ、そのフランジを突合せ溶接し、さらに端部を平鋼にて補強することにより横幅1.0m、長さ2.0〜3.0m大の矩形板状に構成され、地下工事空間の地表部に所定ピッチで架け渡された覆工桁の上に一枚一枚敷き並べて使用される。   In subway work by excavation work, the surface of the underground work space is covered with a lining plate so that vehicles and pedestrians can pass through it. The lining plate generally has a horizontal width of 1.0m and a length of 2.0 to 3.0m by arranging multiple H-shaped steels in parallel, butt welding the flanges, and reinforcing the ends with flat steel. It is constructed in the shape of a rectangular plate and is used by laying one by one on the lining girders that are spanned at a predetermined pitch on the surface of the underground work space.

また、覆工桁の上に敷設された覆工板は、製作時の誤差などによる反りや狂い等のために覆工桁の上に完全に密着していないことがあり、それが原因で覆工板の上を車輌が走行するたびにがたつき等の騒音が発生することがあり、特に幹線道路では近隣居住者からがたつき等の騒音の苦情がでることがあった。   In addition, the lining plate laid on the lining girder may not be completely in close contact with the lining girder due to warpage or deviation due to errors during production. Each time a vehicle travels on the work board, noise such as rattling may occur, and particularly on main roads, complaints of noise such as rattling may occur from neighboring residents.

そこで従来、この種の騒音問題を解消するため、覆工桁の上に敷設された覆工板どうしを互いに連結したり覆工桁の上に固定していた。   Therefore, conventionally, in order to solve this type of noise problem, the lining plates laid on the lining girder are connected to each other or fixed on the lining girder.

例えば、特許文献1には、覆工桁の上に敷設された覆工板どうしをボルトとナットで連結する構造が開示されている。具体的には、互いに隣接する覆工板の側方当接側にそれぞれ設けられた側方当接板の内方に連結用作業空間が形成されている。   For example, Patent Document 1 discloses a structure in which lining plates laid on a lining girder are connected by bolts and nuts. Specifically, a connecting work space is formed inward of the side contact plates provided on the side contact sides of the adjacent lining plates.

また、各側方当接板にボルト孔が形成され、かつ当該ボルト孔の近傍における覆工板の上載部に、前記連結用作業空間が上載側に連通するように冶具挿入口がそれぞれ形成されている。   In addition, a bolt hole is formed in each side contact plate, and a jig insertion port is formed in the upper portion of the lining plate in the vicinity of the bolt hole so that the connection work space communicates with the mounting side. ing.

そして、当該冶具挿入口から挿入された冶具を用いて前記ボルト孔に挿入されたボルトにナットを締め付けることにより、覆工桁の上に敷設された各覆工板どうしが連結されている(特許文献1:図3(a),(b)参照)。   And each lining board laid on the lining girder is connected by tightening a nut to the bolt inserted in the bolt hole using the jig inserted from the jig insertion port (patent) Reference 1: See FIGS. 3 (a) and 3 (b)).

また、特許文献2には覆工桁の上に敷設された覆工板を複数のクランプによって固定する構造が開示され、特にクランプにはボルトナットで締め付けるタイプのクランプが用いられている(特許文献2:図1参照)。   Patent Document 2 discloses a structure in which a lining plate laid on a lining girder is fixed by a plurality of clamps. In particular, a clamp of a type that is tightened with a bolt and nut is used (Patent Document). 2: See FIG.

特開2003−239211号公報JP 2003-239111 A 特開平07−332321号公報JP 07-332321 A

しかし、特許文献1に開示された覆工板どうしの連結構造では、ボルト孔へのボルト挿入とボルトへのナットの締付けは、すべて冶具挿入孔から連結用作業空間に挿入した冶具を介して行う必要があり、特にボルトナットの締め付けが煩わしいために作業性が非常に悪いだけでなく、作業中にボルトやナットを連結用作業空間内に誤って落としてしまうことがあった。   However, in the connection structure between the lining plates disclosed in Patent Document 1, all the bolts are inserted into the bolt holes and the nuts are tightened into the bolts through the jigs inserted into the connection work space from the jig insertion holes. It is necessary to tighten bolts and nuts in particular, so that not only the workability is very bad, but also bolts and nuts may be accidentally dropped into the connecting work space during the work.

また、特許文献2に開示された覆工板の取付け構造では、覆工板を覆工桁に固定するクランプにボルトナットで締め付けるタイプのものが用いられ、その多くは長期間風雨にさらされてボルトやナットが錆つく等の理由により再利用されず廃棄されるため、現場毎に新たに新規のクランプを調達する必要があった。   Moreover, in the attachment structure of the lining board disclosed by patent document 2, the thing of the type fastened with a bolt nut to the clamp which fixes a lining board to a lining girder is used, and many of them are exposed to wind and rain for a long time. Because bolts and nuts are rusted and discarded without being reused, new clamps have to be procured at each site.

しかも、覆工桁の上に敷設された各覆工板は、少なくとも各コーナ部の四か所を覆工桁の上に固定されるため、クランプの使用量が全体で相当な数になり、コストが嵩む等の課題があった。   Moreover, each lining plate laid on the lining girder is fixed on the lining girder at least four corners, so the amount of clamp used is a considerable number as a whole, There were problems such as increased costs.

なお、覆工桁の上に敷設された覆工板の上を樹脂やゴムシートで被覆することも行われているが、覆工板の反りや狂い等が原因で発生する騒音の解消はできていない。   It is also possible to cover the lining plates laid on the lining girders with resin or rubber sheets, but it is possible to eliminate the noise caused by warping or misalignment of the lining plates. Not.

また、騒音が発生しにくい等の理由により、一時コンクリート製の覆工板が用いられたこともあったが、使用不能になりスクラップ化した際の処分が面倒なために現在では殆ど利用されていない。   In addition, a temporary concrete lining board has been used for reasons such as less noise generation, but it is currently mostly used because it is cumbersome to dispose of when it becomes unusable and scrapped. Absent.

本発明は、以上の課題を解決するためになされたもので、敷設作業と撤去作業を効率的に行なうことができて作業性が非常によく、また車輌が走行する際のがたつき等の振動や騒音の発生を防止できるようにした大型覆工板およびその敷設方法を提供することを目的とするものである。   The present invention has been made in order to solve the above problems, and can efficiently perform laying work and removal work, and has very good workability. It is an object of the present invention to provide a large lining plate and a method for laying the same, which can prevent generation of vibration and noise.

本発明に係る大型覆工板は、矩形板状に形成された複数の覆工板をその長辺方向の側面部を互いに突き合わせて配置すると共に、各覆工板の長辺方向の側面部どうしを各覆工板の下面側に突設された連結金具どうしを連結ボルトによってボルト締結することによりほぼ一体な剛体にユニット化されてなることを特徴とするものである。   The large lining board according to the present invention is configured by arranging a plurality of lining boards formed in a rectangular plate shape with their side faces in the long side direction facing each other, and the side parts in the long side direction of each lining board. Are formed into a unitary body by integrating the connecting metal fittings projecting on the lower surface side of each lining plate with connecting bolts.

本発明は、複数の覆工板を連結してほぼ一体な剛体にユニット化することで、覆工板の敷設と撤去作業を効率的に行えるようにすると共に、覆工板の大型化によって重量を増大させることにより車輛が走行する際の振動や騒音の発生を防止できるようにしたものである。   The present invention connects a plurality of lining plates into a unitary rigid body so that the laying and removing operations of the lining plate can be performed efficiently and the weight of the lining plate is increased. This increases the vibration and noise when the vehicle travels.

また、各覆工板の長辺方向の側面部を各覆工板の下面側に突設された連結金具どうしを連結ボルトによって締結することにより、覆工板どうしの連結一体化を容易に行えるようにしたものである。   In addition, the connecting parts of the lining plates can be easily connected and integrated by fastening the connecting metal fittings projecting from the lower side of each lining plate with the side portions in the long side direction of the lining plates with the connecting bolts. It is what I did.

なお、ここでいう「ほぼ一体な剛体」とは、クレーンで吊って覆工桁の上に敷設する際や覆工桁の上に敷設した後、その上を車輌が走行する際は各覆工板が一体に挙動して個々に挙動することはないが、覆工桁の勾配や覆工桁間の段差を吸収して覆工桁の上に密着する程度には個々に挙動するような剛体を意味する。   The term “substantially integral rigid body” as used herein refers to each lining when the vehicle is laid on a lining girder by hanging it with a crane or when it is laid on a lining girder. A rigid body that behaves individually as long as the plate behaves integrally and does not move individually, but absorbs the gradient of the lining girders and the steps between the lining girders and adheres to the lining girders. Means.

連結金具には、アングル材(山形鋼)やチャンネル材(溝形鋼)などの形鋼、さらには鋼板をL字状または溝型状に折り曲げて形成された簡易なものも使用することができる。また、連結金具は、各覆工板の下面側に突設された振れ止め金具と兼用させて取り付けることもできる。   As the connecting metal fitting, a shape steel such as an angle material (an angle steel) or a channel material (a groove shape steel), or a simple one formed by bending a steel plate into an L shape or a groove shape can be used. . In addition, the connecting metal fitting can also be attached in the same manner as the steadying metal fitting protruding from the lower surface side of each lining plate.

また、連結金具どうしをボルト締結するための連結ボルトにはダブルナット、ハードロックナット、Uナット等の緩み止めナット利用するのが望ましい。   Further, it is desirable to use a locking nut such as a double nut, a hard lock nut, or a U nut as a connecting bolt for fastening the connecting metal pieces to each other.

また、本発明に係る大型覆工板の敷設方法は、矩形板状に形成された複数の覆工板をその長辺方向の側面部を互いに突き合わせて配置する工程と、前記各覆工板の長辺方向の側面部どうしを各覆工板の突き合わせ部において、各覆工板の下面側に突設された連結金具どうしを連結ボルトによって連結することによりほぼ一体な剛体にユニット化する工程と、ほぼ一体な剛体にユニット化した覆工板を覆工桁の上に敷設する工程とからなることを特徴とするものである。   Further, the method of laying a large lining plate according to the present invention includes a step of arranging a plurality of lining plates formed in a rectangular plate shape with their side portions in the long side facing each other, and A step of unitizing the side parts in the long side direction into a substantially integrated rigid body by connecting the connecting metal fittings protruding from the lower surface side of each lining plate at the butt portion of each lining plate with a connecting bolt; And a step of laying a lining plate unitized into a substantially integral rigid body on a lining girder.

大型覆工板は、原則現地の作業ヤードで互いに連結してほぼ一体な剛体にユニット化する。また、場合によっては、覆工板を保有する工場でユニット化してトラック輸送したものを、クレーン等で吊って覆工桁の上に敷設するが、作業空間が狭い等の理由で大型化して敷設することができない場合などの作業条件によっては、作業性は少し落ちるが、覆工桁の上で複数の覆工板を長辺方向の側面部を互いに突き合せながら敷設すると共に、覆工板どうしをほぼ一体な剛体に連結してユニット化することで、車輛が走行する際の騒音や振動の発生は防止できる。   Large lining boards are connected to each other at a local work yard and unitized into a rigid body. In some cases, a truck unit transported as a unit at a factory that has a lining plate is hung with a crane or the like and laid on a lining girder. Depending on the working conditions, such as when it is not possible to work, the workability will be slightly reduced, but several lining plates are laid on the lining girder while the side portions in the long side are abutted against each other, and the lining plates are By connecting them to a substantially integral rigid body as a unit, noise and vibration can be prevented when the vehicle travels.

本発明によれば、複数の覆工板を連結してほぼ一体な剛体にユニット化することで、覆工板の敷設と撤去作業を効率的に行うことができ、また覆工板の大型化によって覆工板の重量を増大し、これにより一部の覆工板に反り等の狂いがあったとしても、車輛が走行する際の振動や騒音の発生を防止することができる。   According to the present invention, a plurality of lining plates are connected and unitized into a substantially integrated rigid body, so that the laying plate can be efficiently laid and removed, and the size of the lining plate can be increased. Thus, the weight of the lining plate is increased, so that even if some of the lining plates have a deviation such as a warp, the generation of vibrations and noises when the vehicle travels can be prevented.

さらに、各覆工板の長辺方向の側面部を各覆工板の下面側に突設された連結金具どうしを連結ボルトによって締結することにより、覆工板どうしの連結一体化を容易に行うことができる。   Furthermore, the connecting parts of the lining plates can be easily connected and integrated by fastening the connecting metal fittings projecting from the lower side of each lining plate with the side portions in the long side direction of the lining plates with the connecting bolts. be able to.

本願発明に係る大型覆工板の一実施形態を示す斜視図である。It is a perspective view which shows one Embodiment of the large sized lining board which concerns on this invention. 図1に図示する大型覆工板の底面図である。FIG. 2 is a bottom view of the large lining plate illustrated in FIG. 1. 大型覆工板を構成する覆工板を示し、図3(a)は覆工板の底面図、図3(b)はその側面図である。The lining board which comprises a large lining board is shown, Fig.3 (a) is a bottom view of a lining board, FIG.3 (b) is the side view. 覆工板どうしの連結部を示し、図4(a)は図1におけるイ−イ線拡大断面図、図4(b)は底面図、図4(c)は図4(a)におけるロ−ロ線断面図である。Fig. 4 (a) is an enlarged sectional view taken along line II in Fig. 1, Fig. 4 (b) is a bottom view, and Fig. 4 (c) is a lower view in Fig. 4 (a). FIG. 覆工桁の上に敷設された大型覆工板における覆工板どうしの連結部を下方から見た斜視図である。It is the perspective view which looked at the connection part of the lining boards in the large-sized lining board laid on the lining girder from the downward direction. 覆工板どうしの連結部を示し、図6(a)は図1におけるイ−イ線拡大断面図、図6(b)は底面図、図6(c)は図6(a)におけるロ−ロ線断面図である。Fig. 6 (a) is an enlarged sectional view taken along line II in Fig. 1, Fig. 6 (b) is a bottom view, and Fig. 6 (c) is a lower view in Fig. 6 (a). FIG. アングル材からなる振れ止め金具と覆工板どうしを連結する連結金具とを兼用した状況の連結部を示し、図7(a)は図1におけるイ−イ線拡大断面図、図7(b)は底面図である。FIG. 7 (a) is an enlarged cross-sectional view taken along the line II in FIG. 1, and FIG. 7 (b) shows a connecting portion in a situation where the steady rest fitting made of an angle member and the connecting fitting for connecting the cover plates are used together. Is a bottom view. アングル材からなる振れ止め金具と覆工板どうしを連結する連結金具とを兼用した状況の連結部を下方から見た斜視図である。It is the perspective view which looked at the connection part of the condition which used the steadying metal fitting which consists of an angle material, and the connection metal fitting which connects lining plates mutually from the downward direction. アングル材からなる振れ止め金具と覆工板どうしを連結する連結金具とを兼用したもので、覆工板どうしの連結部に補強リブを入れた図を示し図9(a)は図1におけるイ−イ線拡大断面図、図9(b)は底面図、図9(c)は図9(a)におけるロ−ロ線断面図である。Fig. 9 (a) shows a figure in which reinforcing ribs are inserted in the connecting part of the covering plates. FIG. 9B is an enlarged cross-sectional view of FIG. 9B, FIG. 9B is a bottom view, and FIG. 9C is a cross-sectional view of the roll line in FIG. チャンネル材を用いた振れ止め金具と覆工板どうしを連結する連結金具とを兼用した状況の連結部を示し、図10(a)は図1におけるイ−イ線拡大断面図、図10(b)は底面図である。FIG. 10 (a) is an enlarged cross-sectional view taken along the line II in FIG. 1 and FIG. 10 (b). ) Is a bottom view.

図1〜図5は、本願発明に係る大型覆工板の一実施形態を示し、図において、大型覆工板1は、複数の覆工板2をその長辺方向の側面部を互いにに突き合わせ、各覆工板2どうしを長辺方向の側面部において複数の連結金具3と連結ボルト4によって連結することによりほぼ一体な剛体にユニット化されている。   1 to 5 show an embodiment of a large lining plate according to the present invention. In the drawing, the large lining plate 1 has a plurality of lining plates 2 butted with side portions in the long side direction against each other. The lining plates 2 are connected to each other by a plurality of connecting fittings 3 and connecting bolts 4 at the side surfaces in the long side direction so as to be unitized into a substantially integral rigid body.

覆工板2は、例えばH形鋼などの形鋼を複数平行に並べると共に、そのフランジどうしを突合せ溶接し、さらに端部を平鋼にて補強することにより幅1m、長さ2〜3m大の長方形板状に形成されている。   The lining plate 2 has a width of 1 m and a length of 2 to 3 m by arranging a plurality of shape steels such as H-shaped steel in parallel, butt welding the flanges, and reinforcing the ends with flat steel. It is formed in the shape of a rectangular plate.

また、各覆工板2の長辺方向の側面部における下面(裏面)側に連結金具3が取り付けられ、また各覆工板2の短辺方向寄りの下面側に振れ止め金具5が連結金具3に近接して取り付けられている。   Further, the connecting metal fitting 3 is attached to the lower surface (back surface) side of the side surface portion in the long side direction of each lining plate 2, and the steadying metal fitting 5 is connected to the lower surface side near the short side direction of each lining plate 2. 3 is attached in close proximity.

連結金具3は、側面に見てほぼL字状に形成され、その一方のフランジを覆工板2の長辺方向の側面と面一に配置して連結リブ3aとされ、連結リブ3aにボルト孔3bが形成されている。   The connection fitting 3 is formed in an approximately L shape when viewed from the side, and one of the flanges is arranged flush with the side of the cover plate 2 in the long side direction to form a connection rib 3a. A hole 3b is formed.

また、連結金具3は他方のフランジ3cを覆工板2の下面に溶接などによって固着することにより覆工板2の下面側に取り付けられている。   Further, the connecting fitting 3 is attached to the lower surface side of the lining plate 2 by fixing the other flange 3c to the lower surface of the lining plate 2 by welding or the like.

振れ止め金具5は、連結金具3と同様に側面に見てほぼL字状に形成され、その一方のフランジを覆工板2の短編方向と平行に配置することにより振れ止めリブ5aとされている。また、振れ止め金具5は、他方のフランジ5bを覆工板2の下面に溶接などによって固着することにより取り付けられている。   The steady rest 5 is formed in a substantially L shape when viewed from the side like the joint 3, and one of the flanges is arranged parallel to the short direction of the cover plate 2 to form the steady rest rib 5 a. Yes. The steady rest 5 is attached by fixing the other flange 5b to the lower surface of the cover plate 2 by welding or the like.

なお、連結金具3と振れ止め金具5は、いずれも各覆工板2の少なくとも各コーナ部に取り付けられている。また、連結金具2と振れ止め金具5は、共にアングル材(L形鋼)やチャンネル材(溝形鋼)等から形成され、場合によっては一枚の鋼板を側面にみてほぼL字状に折り曲げる等の方法によって簡単に形成されることもある。   The connecting metal fitting 3 and the steady metal fitting 5 are both attached to at least each corner portion of each lining plate 2. In addition, the connecting metal fitting 2 and the steady metal fitting 5 are both formed of an angle material (L-shaped steel), a channel material (grooved steel), or the like, and in some cases, a single steel plate is bent into a substantially L shape when viewed from the side. It may be easily formed by such a method.

このように構成された覆工板2は、複数その長辺方向の側面部を互いに突き合わせて配置すると共に、各覆工板2どうしの突き合せ部において連結金具3,3の連結リブ3aどうしを双方のボルト孔3b,3bを貫通する連結ボルト4によってボルト締結することにより一体に連結され、大型覆工板1にユニット化されている。   The lining plate 2 configured in this way is arranged by abutting a plurality of side portions in the long side direction with each other, and the connecting ribs 3a of the connecting fittings 3 and 3 are connected to each other at the butt portion between the lining plates 2. The large lining plate 1 is unitized by being connected together by fastening with a connecting bolt 4 passing through both bolt holes 3b, 3b.

なお、連結ボルト4のナット6には緩み止めナットとしてダブルナットが用いられ、さらには、ハードロックナットが用いられることもある。   The nut 6 of the connecting bolt 4 is a double nut as a locking nut, and a hard lock nut may be used.

このように構成された大型覆工板1は、クレーン7によって覆工桁8,8間に長辺方向を覆工桁8,8と平行にして敷設される。   The large lining plate 1 configured as described above is laid by the crane 7 between the lining girders 8 and 8 with the long side direction parallel to the lining girders 8 and 8.

また、覆工桁8,8間に敷設された大型覆工板1は、複数の覆工板2が一体化されてユニット化されていることにより重量が相当重くなるため、一部の覆工板2に製作上の反りや狂いがあったとしても、その上を車輛が走行する際にがたついたり振動する等の騒音を発することはない。   In addition, the large lining plate 1 laid between the lining girders 8 and 8 is considerably heavy because the plurality of lining plates 2 are integrated and unitized, so that some of the lining plates 1 Even if the board 2 is warped or distorted in production, noise such as rattling or vibration is not generated when the vehicle travels on the board 2.

なお、振れ止め金具5の振れ止めリブ5bと覆工桁8,8のフランジ8aの端部間には5〜10mm程度の隙間が設けられている。   In addition, a gap of about 5 to 10 mm is provided between the end portions of the anti-rest rib 5b of the anti-rest metal fitting 5 and the flange 8a of the lining girders 8 and 8.

図6〜図10は、本願発明に係る大型覆工板の他の実施形態を示したものであり、いずれも連結金具の補強を主な目的とするものである。以下、順に説明すると、図6(a)〜(c)に図示する実施形態では、連結金具3に補強リブ9が取り付けられている。   FIGS. 6 to 10 show other embodiments of the large lining plate according to the present invention, and all of them are mainly intended to reinforce the connecting metal fittings. Hereinafter, in order, in the embodiment illustrated in FIGS. 6A to 6C, the reinforcing rib 9 is attached to the connection fitting 3.

補強リブ9は、例えば図示するような矩形板状に形成され、連結金具3の連結リブ3aと覆工板2の下面に溶接されたフランジ3cの両方に溶接することにより取り付けられている。   The reinforcing rib 9 is formed in a rectangular plate shape as shown in the figure, for example, and is attached by welding to both the connecting rib 3a of the connecting metal fitting 3 and the flange 3c welded to the lower surface of the cover plate 2.

なお、補強リブ9は、図示するように連結ボルト4の両側に取り付けるのが強度的に望ましいが、連結ボルト4の片側にのみ取り付けられてもよい。また、連結ボルト4の両側に取り付ける場合は、補強リブ9,9間に連結ボルト4の締付けに支障をきたさないように充分な空きが設けられている。   The reinforcing ribs 9 are preferably attached to both sides of the connecting bolt 4 as shown in the drawing, but may be attached only to one side of the connecting bolt 4. Further, when mounting on both sides of the connecting bolt 4, a sufficient space is provided between the reinforcing ribs 9 and 9 so as not to hinder the fastening of the connecting bolt 4.

図7と図8に図示する実施形態は、アングル材からなる振れ止め金具5と覆工板2どうしを連結する連結金具3とを兼用したものであり、
振れ止め金具5の端部にボルト孔を有する矩形板状のプレートを溶接して取り付けることにより連結金具3の連結リブ3aが形成され、連結金具3の覆工板2に溶接固着されるべきフランジは省略されている。
The embodiment illustrated in FIG. 7 and FIG. 8 is a combination of the steady rest metal fitting 5 made of an angle material and the connection fitting 3 that couples the lining plates 2.
By connecting a rectangular plate-like plate having a bolt hole to the end of the steady rest 5 by welding, a connecting rib 3a of the connecting bracket 3 is formed, and a flange to be welded and fixed to the cover plate 2 of the connecting bracket 3 Is omitted.

図9(a)〜(c)に図示する実施形態においては、図7,8に図示する実施形態において、連結ボルト4を挟んで振れ止め金具5の振れ止めリブ5aと平行に補強リブ9が取り付けられている。補強リブ9は連結リブ3aと覆工板2の下面に溶接することにより取り付けられている。   In the embodiment shown in FIGS. 9A to 9C, in the embodiment shown in FIGS. 7 and 8, the reinforcing rib 9 is parallel to the steady rib 5a of the steady bracket 5 with the connecting bolt 4 interposed therebetween. It is attached. The reinforcing rib 9 is attached to the connecting rib 3a and the lower surface of the lining plate 2 by welding.

なお、この実施形態においても、振れ止めリブ5aと補強リブ9間に連結ボルト4の締付けに支障をきたさないように充分な空きが設けられている。   Also in this embodiment, a sufficient space is provided between the steady rest rib 5a and the reinforcing rib 9 so as not to hinder the fastening of the connecting bolt 4.

そして、図10の実施形態は、チャンネル材を用いた振れ止め金具5と覆工板2どうしを連結する連結金具3とを兼用したものであり、振れ止め金具5はチャンネル材から形成され、また、振れ止め金具5の端部にボルト孔を有する矩形板状のプレートを溶接して取り付けることにより連結金具3の連結リブ3aが形成され、覆工板2に溶接固着される連結金具3のフランジ3bは省略されている。   In the embodiment of FIG. 10, the steady rest metal fitting 5 using the channel material and the connecting metal fitting 3 for connecting the lining plates 2 are combined, and the steady rest metal fitting 5 is formed of a channel material, By connecting a rectangular plate-like plate having a bolt hole to the end of the steady rest 5 by welding, a connecting rib 3a of the connecting bracket 3 is formed, and the flange of the connecting bracket 3 that is welded and fixed to the lining plate 2 3b is omitted.

このように、いずれの実施形態においても、連結金具3の連結リブ3aが補強されていることにより、特に連結リブ3aの面外方向の変形を防止することができる。また、連結金具3と振れ止め金具5を兼用することにより、部材の節約と構造の簡素化を図ることができる。   As described above, in any of the embodiments, the connection rib 3a of the connection fitting 3 is reinforced so that the deformation of the connection rib 3a in the out-of-plane direction can be particularly prevented. Further, by using the connecting fitting 3 and the steady rest fitting 5 together, it is possible to save members and simplify the structure.

本発明は、効率的に敷設と撤去作業ができて作業性がよく、また覆工板の上を車輌が走行する際のがたつき等の騒音の発生を防止することができる。   The present invention can efficiently perform laying and removing work, has good workability, and can prevent generation of noise such as rattling when the vehicle travels on the lining plate.

1 大型覆工板
2 覆工板
3 連結金具
3a 連結リブ
3b ボルト孔
4 連結ボルト
5 振れ止め金具
5a 振れ止めリブ
6 ナット
7 クレーン
8 覆工桁
8a フランジ
1 Large lining plate 2 Lining plate 3 Connecting bracket
3a Connecting rib
3b Bolt hole 4 Connection bolt 5 Stabilizer
5a Stabilizing rib 6 Nut 7 Crane 8 Covering girder
8a flange

Claims (5)

矩形板状に形成された複数の覆工板をその長辺方向の側面部を互いに突き合わせると共に、各覆工板の長辺方向の側面部どうしを各覆工板の下面側に突設された連結金具どうしを連結ボルトによって連結することによりほぼ一体な剛体にユニット化されてなることを特徴とする大型覆工板。   A plurality of lining plates formed in the shape of a rectangular plate are abutted with each other on the side surfaces in the long side direction, and the side surfaces in the long side direction of each lining plate are projected on the lower surface side of each lining plate. A large-sized lining board characterized by being unitized into a substantially integral rigid body by connecting together connecting fittings with connecting bolts. 請求項1記載の大型覆工板において、連結金具はアングル材またはチャンネル材から形成されてなることを特徴とする大型覆工板。   2. The large lining plate according to claim 1, wherein the connecting metal fitting is formed of an angle material or a channel material. 請求項1または2記載の大型覆工板において、連結金具は振れ止め金具と兼用して形成されてなることを特徴とする大型覆工板。   3. The large lining plate according to claim 1 or 2, wherein the connecting metal fitting is formed also as a steady metal fitting. 請求項1〜3のいずれかひとつに記載の大型覆工板において、連結ボルトのナットに緩み止めナットが用いられていることを特徴する大型覆工板。   The large-sized lining board as described in any one of Claims 1-3 WHEREIN: The locking nut is used for the nut of a connection bolt. 矩形板状に形成された複数の覆工板をその長辺方向の側面部を互いに突き合わせて配置する工程と、前記各覆工板の長辺方向の側面部どうしを各覆工板の突き合わせ部において、各覆工板の下面側に突設された連結金具どうしを連結ボルトによって連結することによりほぼ一体な剛体にユニット化する工程と、ほぼ一体な剛体にユニット化した覆工板を覆工桁の上に敷設する工程とからなることを特徴とする大型覆工板の敷設方法。   A step of arranging a plurality of lining plates formed in a rectangular plate shape such that the side portions in the long side direction are abutted to each other, and the side portions in the long side direction of the respective lining plates are abutted portions of each lining plate In the above, a step of unitizing into a substantially integrated rigid body by connecting the connecting metal fittings projecting on the lower surface side of each lining plate with a connecting bolt, and lining the lining plate unitized into a substantially integrated rigid body A method for laying a large lining board, comprising the step of laying on a girder.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021095792A (en) * 2019-12-19 2021-06-24 宮地エンジニアリング株式会社 Installation structure of lightweight covering plate

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Publication number Priority date Publication date Assignee Title
JPS60107111U (en) * 1983-12-23 1985-07-20 岩谷産業株式会社 Railway bridge walkway
JPH11200309A (en) * 1998-01-09 1999-07-27 Fujita Corp Lining board and execution therefor
JP2004027504A (en) * 2002-06-21 2004-01-29 Taisei Corp Lining body
JP2011226180A (en) * 2010-04-21 2011-11-10 Ryoko Plastic Co Ltd Installation structure of roof facility supporting bolt and installation method of the same

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60107111U (en) * 1983-12-23 1985-07-20 岩谷産業株式会社 Railway bridge walkway
JPH11200309A (en) * 1998-01-09 1999-07-27 Fujita Corp Lining board and execution therefor
JP2004027504A (en) * 2002-06-21 2004-01-29 Taisei Corp Lining body
JP2011226180A (en) * 2010-04-21 2011-11-10 Ryoko Plastic Co Ltd Installation structure of roof facility supporting bolt and installation method of the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021095792A (en) * 2019-12-19 2021-06-24 宮地エンジニアリング株式会社 Installation structure of lightweight covering plate
JP7019660B2 (en) 2019-12-19 2022-02-15 宮地エンジニアリング株式会社 Installation structure of lightweight lining board

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