JPS60324Y2 - Assembly type road panel - Google Patents

Assembly type road panel

Info

Publication number
JPS60324Y2
JPS60324Y2 JP19000880U JP19000880U JPS60324Y2 JP S60324 Y2 JPS60324 Y2 JP S60324Y2 JP 19000880 U JP19000880 U JP 19000880U JP 19000880 U JP19000880 U JP 19000880U JP S60324 Y2 JPS60324 Y2 JP S60324Y2
Authority
JP
Japan
Prior art keywords
grooves
block
parallel
panel
reinforcing girder
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
JP19000880U
Other languages
Japanese (ja)
Other versions
JPS57114803U (en
Inventor
司郎 島田
剛 服部
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.)
Zeon Corp
Original Assignee
Zeon Corp
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 Zeon Corp filed Critical Zeon Corp
Priority to JP19000880U priority Critical patent/JPS60324Y2/en
Publication of JPS57114803U publication Critical patent/JPS57114803U/ja
Application granted granted Critical
Publication of JPS60324Y2 publication Critical patent/JPS60324Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、軽量て組立て容易な路面パネルに関するもの
である。
[Detailed Description of the Invention] The present invention relates to a road panel that is lightweight and easy to assemble.

例えは、交通量の激しい重量車の通行する鉄道踏切りて
は、これに対応した重荷重に耐える踏切板がレール間に
布設される。
For example, at a railway crossing where heavy vehicles pass through with heavy traffic, crossing boards that can withstand heavy loads are installed between the rails.

しかし幅員の狭い道路て重量制限のある鉄道踏切りや、
農道の架橋等ては、比較的軽い荷重に耐えるパネルて充
分なことが多いが、コンクリート枕木を使用した踏切り
や、架橋の場合、パネル両端部のみて支持されることと
なるため、それ自体剛強で充分な荷重に耐えることが必
要となる。
However, narrow roads, railway crossings with weight restrictions,
For bridges such as farm roads, panels that can withstand relatively light loads are often sufficient, but in the case of railroad crossings and bridges that use concrete sleepers, only the ends of the panels are supported, so they themselves are not strong enough. It is necessary to withstand sufficient load.

従来、この種の路面パネルは、施工が面倒てあり、軽量
てかつ簡易に施工てきるパネルが要望されていた。
Conventionally, this type of road panel has been troublesome to construct, and there has been a demand for panels that are lightweight and easy to construct.

本考案は上記欠点を除いた軽量でかつ施工作業性及び機
械的強度等に優れた路面用パネルを提供するものである
The present invention provides a road panel that is lightweight and has excellent construction workability, mechanical strength, etc., without the above-mentioned drawbacks.

本考案の実施例を図面に基いて説明すると、第1図は組
立後のパネルの斜視図で、第2図は第1図の■−■線に
沿った横断面図、第3図は第1図の■−■線に沿った縦
断面図を示し、パネルは角形の合成樹脂製の上部ブロッ
ク1、同じく角形の下部ブ陥ツク2および銅製の補強桁
材3を組合せ構成される。
An embodiment of the present invention will be explained based on the drawings. Fig. 1 is a perspective view of the panel after assembly, Fig. 2 is a cross-sectional view taken along the line ■-■ of Fig. 1, and Fig. 3 is a cross-sectional view of the panel after assembly. 1, the panel is constructed by combining a square upper block 1 made of synthetic resin, a lower block 2 also square, and a reinforcing beam 3 made of copper.

上部ブロックと下部ブロックは、はぼ鏡像的な対称形状
で、それぞれのブロックには第4図に示すように、下部
ブロック2に平行な凹溝4が平行して本実施例では3条
設けられている。
The upper block and the lower block have a mirror-image symmetrical shape, and each block is provided with three parallel concave grooves 4 parallel to the lower block 2, as shown in FIG. ing.

上部ブロック1にもその対向面に相対して同じく凹溝が
設けられている。
The upper block 1 is also provided with a groove on its opposite surface.

この相対向する凹溝に補強桁材3が嵌入する。The reinforcing beam material 3 is fitted into these opposing grooves.

本実施例ては補強桁材3として、角形鋼管が用いられて
いるが、補強桁材としては、第5図に示すように、平行
な桁材とこれに直交する横桁から構成される格子状の桁
材も用いることがてき、この桁材を用いるときは、上部
ブロック1、下部ブロック2ては平行した凹溝とこの平
行した凹溝に直交した凹溝とからなる格子状の凹溝を設
ける。
In this embodiment, a square steel pipe is used as the reinforcing girder 3, but as shown in FIG. When using this girder material, the upper block 1 and the lower block 2 have a lattice-like groove consisting of parallel grooves and grooves perpendicular to the parallel grooves. will be established.

鋼製の補強桁材3は、角形鋼管の他、H型鋼、工型溝、
溝型鋼等の構造材も用いることができる。
In addition to square steel pipes, the steel reinforcing girder 3 is made of H-shaped steel, molded grooves,
Structural materials such as channel steel can also be used.

角形の上部ブロック、下部ブロックには、補強桁材嵌入
用の凹溝のみを穿設してもよいが、本実施例のように広
幅の浅溝部5を設け、さらに補強桁材嵌入用の深い凹溝
4を設けることが好ましい。
In the rectangular upper and lower blocks, only a groove for inserting the reinforcing girder may be bored, but as in this embodiment, a wide shallow groove 5 is provided, and a deep groove for inserting the reinforcing girder is provided. It is preferable to provide a groove 4.

すなわち、上下ブロックを結合したとき、空胴部を形成
せしめ、機械的強度を殆ど低下せしめず重量を軽減腰付
せて、合成樹脂素材の節約を図ることができる。
That is, when the upper and lower blocks are joined together, a cavity is formed, and the weight and stiffness can be reduced with almost no reduction in mechanical strength, thereby saving on the synthetic resin material.

パネルの組立ては、ブロックの相対向する凹溝に補強桁
材を嵌入し、そして補強桁材3の長手方向に適宜上下の
各ブロックを連設し、取付ポルト孔6を通してホルト7
より補強桁材が凹溝に密着するよう両ブロックを締着せ
しめて行なわれる。
To assemble the panel, the reinforcing beams are fitted into the facing grooves of the blocks, and the upper and lower blocks are appropriately connected in the longitudinal direction of the reinforcing beams 3, and the bolts 7 are inserted through the mounting port holes 6.
This is done by tightening both blocks so that the reinforcing beam material is in close contact with the groove.

なお、補強桁材は、平行に嵌入する場合においてレール
と直交するよう構成される。
Note that the reinforcing girder is configured to be perpendicular to the rail when inserted in parallel.

本実施例ては、長手方向に連設される上下各ブ冶ツクは
3個であるが、適宜、補強材の強度、長さに応じて複数
個連設される。
In this embodiment, the number of the upper and lower blocks is three which are arranged in series in the longitudinal direction, but a plurality of blocks may be arranged in series depending on the strength and length of the reinforcing material.

なお、第3図に示すように、補強桁材の両端部に位置す
る上部ブロック1′、下部ブロック2′は補強桁材がパ
ネル両端から突出せす、かつ凹溝内て移動しないよう凹
溝4の少なくとも一端部を閉じることが好ましい。
As shown in Fig. 3, the upper block 1' and lower block 2' located at both ends of the reinforcing girder have grooves that allow the reinforcing girder to protrude from both ends of the panel and prevent it from moving within the groove. 4 is preferably closed at least one end.

本考案にかかる組立式路面パネルは、上述したように合
成樹脂製の上部フロック、下部ブロックおよび補強桁材
を組合せ形成されるので、据付現場て、機械力を用いす
手作業て容易に組立てることができ、施工費が大きく節
約される。
As described above, the prefabricated road panel according to the present invention is formed by combining the synthetic resin upper flock, lower block, and reinforcing girder material, so it can be easily assembled by hand using mechanical power at the installation site. can be achieved, resulting in significant savings in construction costs.

また軽量てあって充分な強度を保つことができ、例えば
、両端部て支持され、中間部に支点を設けられない前述
のコンクリート製枕木を用いた鉄道の踏切りの踏切板、
農道の架橋材、桟橋の構造材として、また下水道工事現
場等の覆工板として非常に有用である。
In addition, it is lightweight and can maintain sufficient strength, for example, a railroad crossing board using concrete sleepers that is supported at both ends and does not have a fulcrum in the middle;
It is extremely useful as a bridge material for farm roads, a structural material for piers, and as a lining board for sewerage construction sites.

勿論、一般の不良路面に布設使用する仮設道路構成体と
して用いることができる。
Of course, it can be used as a temporary road structure installed on general poor road surfaces.

なお、補強桁材は合成樹脂ブロック内に収容され外部に
露出しないので、腐食されず、耐久性を有しており、簡
易に組立てられ、しかも撤去、保管する場合には分解し
、小型化することができ、また、破損をした場合、その
部分だけを交換することができる等の優れた特徴を有す
る。
The reinforcing girder material is housed in a synthetic resin block and is not exposed to the outside, so it does not corrode, is durable, and can be easily assembled, and can be disassembled and miniaturized when removed or stored. It also has excellent features such as being able to replace only that part if it is damaged.

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

第1図は、本考案に係る組立後のパネルの斜視図を示し
、第2図は、第1図の■−■線に沿った横断面図、第3
図は、第1図の■−■線に沿った縦断面図で、第4図は
、下部ブロックの斜視図、第5図は、格子状の補強桁材
の斜視図である。 1.1′・・・・・・上部ブロック、2. 2’・・・
・・・下部ブロック、3・・・・・・補強桁材、4・・
・・・・凹溝、6・・・・・・取付ポルト孔、7・・・
・・・ボルト。
FIG. 1 shows a perspective view of the assembled panel according to the present invention, FIG. 2 is a cross-sectional view taken along the line ■-■ in FIG.
The figures are a longitudinal sectional view taken along the line ■-■ in FIG. 1, FIG. 4 is a perspective view of the lower block, and FIG. 5 is a perspective view of the lattice-shaped reinforcing beam. 1.1'... Upper block, 2. 2'...
...Lower block, 3...Reinforcement girder material, 4...
...Concave groove, 6...Mounting port hole, 7...
···bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 合成樹脂製の角形の上部ブロック、下部ブロックおよび
鋼製補強桁材から威り、前記上部ブロック、下部ブ陥ツ
クの対向面に相対して平行な複数の凹溝または格子状の
凹溝を設け、前記鋼製補強桁材は前記平行又は格子状の
凹溝に対応し嵌入する形状を有し、前記対向する平行又
は格子状の凹溝内に前記補強桁材を嵌入し、前記上部ブ
ロック及び下部ブ冶ツクを締着せしめる組立式路面パネ
ル。
A plurality of parallel grooves or lattice-shaped grooves are provided on opposing surfaces of the upper block and lower block, which are formed from a square upper block, a lower block made of synthetic resin, and a steel reinforcing girder. , the steel reinforcing girder material has a shape that corresponds to and fits into the parallel or grid-like grooves, the reinforcing girder material is fitted into the opposing parallel or grid-like grooves, and the upper block and A prefabricated road panel that tightens the lower bracket.
JP19000880U 1980-12-29 1980-12-29 Assembly type road panel Expired JPS60324Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19000880U JPS60324Y2 (en) 1980-12-29 1980-12-29 Assembly type road panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19000880U JPS60324Y2 (en) 1980-12-29 1980-12-29 Assembly type road panel

Publications (2)

Publication Number Publication Date
JPS57114803U JPS57114803U (en) 1982-07-16
JPS60324Y2 true JPS60324Y2 (en) 1985-01-08

Family

ID=29994296

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19000880U Expired JPS60324Y2 (en) 1980-12-29 1980-12-29 Assembly type road panel

Country Status (1)

Country Link
JP (1) JPS60324Y2 (en)

Also Published As

Publication number Publication date
JPS57114803U (en) 1982-07-16

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