JP2012172482A - Connector for floor iron plate - Google Patents

Connector for floor iron plate Download PDF

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JP2012172482A
JP2012172482A JP2011038264A JP2011038264A JP2012172482A JP 2012172482 A JP2012172482 A JP 2012172482A JP 2011038264 A JP2011038264 A JP 2011038264A JP 2011038264 A JP2011038264 A JP 2011038264A JP 2012172482 A JP2012172482 A JP 2012172482A
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iron plate
laying
connector
space
adjacent
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Hisashi Honjo
寿 本城
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YAMAHISA SANGYO CO Ltd
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YAMAHISA SANGYO CO Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a connector for floor iron plate with a simple structure, at a low cost and capable of bringing adjoining iron plates into contact with each other and connecting them with a single member easily, so as to secure passage of vehicles and safety of walking and to prevent mud and dirt.SOLUTION: In a connector for floor iron plate, ends of contact parts in linearly adjoining floor iron plates are fitted to the connector in a direction orthogonal to the adjacent direction so that the adjoining floor iron plates are connected with each other. In the connector, a metal skeleton in U-shaped cross section is covered with a rubber coating, and an upper part, a lower part and a side part for connecting the upper and lower parts are formed while a space in which the ends of the floor iron plates are inserted is formed between the upper and lower parts, and the height of the space is equivalent to or less than the thickness of the floor iron plate.

Description

本発明は、建設、工事現場等の床面、路面に敷設され、仮設道路を形成する敷鉄板同士の連結具に関する。 TECHNICAL FIELD The present invention relates to a connecting tool for laying iron plates that are laid on a floor surface or road surface of construction, a construction site, or the like and form a temporary road.

従来、建設、工事現場等への車両、歩行での往来を容易にし、かつ泥汚れを防止するため、舗装されていない通路には砂利を敷き詰めて仮設道路を形成していた。しかし、砂利の購入、敷設、砂利の撤去は煩雑で、費用がかかるものであった。   Conventionally, in order to make it easy to go to and from construction, construction sites, etc. by walking and to prevent mud dirt, gravel is spread over unpaved passages to form temporary roads. However, gravel purchase, laying, and gravel removal were cumbersome and expensive.

そのため、昨今では敷鉄板を敷き詰め、通行の安全および泥汚れ防止の観点から鉄板同士を溶接して仮設道路としている。しかしながら、敷鉄板は再利用されるため、工事終了後には鉄板同士の溶接部を研磨する必要があった。その研磨は、煩雑で、費用がかかるものであった。   Therefore, in recent years, iron plates are laid down, and iron plates are welded to form a temporary road from the viewpoint of traffic safety and prevention of mud dirt. However, since the laid iron plate is reused, it is necessary to polish the welded portion between the iron plates after the completion of the construction. The polishing was cumbersome and expensive.

そこで、敷鉄板同士を溶接することなく、連結する手段が提案されている。例えば、特許文献1には、溶接することなく敷鉄板どうしを連結でき、連結される敷鉄板の端面間に隙間が形成されない敷鉄板の連結具が公開されている。また、特許文献2には、建設現場における構内の仮設道路に用いる敷き鉄板上に荷重が掛かった時、敷鉄板相互に段差が生ぜず、段差に起因する作業員の転倒を無くせるようにし、また敷き鉄板の敷設及び撤去作業も容易で現場作業効率を確実に向上させることができる建設現場の仮設敷鉄板路及び接合治具が公開されている。   Then, the means to connect without laying iron plates is welded is proposed. For example, Patent Literature 1 discloses a laying iron plate connector in which laying iron plates can be connected to each other without welding, and no gap is formed between end surfaces of the laying iron plates to be connected. In addition, in Patent Document 2, when a load is applied on the laying iron plate used for the temporary road on the premises at the construction site, no step is generated between the laying iron plates, so that the fall of the worker due to the step can be eliminated. In addition, a temporary laying iron plate path and a joining jig on the construction site that can easily lay and remove the laying iron plate and reliably improve the work efficiency on the site are disclosed.

特開2003−268710号公報JP 2003-268710 A 実登3012923号公報Noto 3012923 gazette

しかしながら、特許文献1、2では、いずれも連結具を固定するための他の手段(楔材、固定ビス)を必要としていた。また、特許文献1では敷鉄板に加工(ネジ孔の穿設)をする必要がある。他方、特許文献2では隣接する鉄板同士に隙間があり、雨天では雨水とともに泥が鉄板上に浮き上がってきて、車両、公道、作業者等が汚れ、清掃の手間が発生してしまう。   However, Patent Documents 1 and 2 both require other means (wedge material, fixing screw) for fixing the coupler. Moreover, in patent document 1, it is necessary to process (drilling a screw hole) to a laying iron plate. On the other hand, in Patent Document 2, there is a gap between adjacent iron plates, and in rainy weather, mud floats on the iron plate together with rainwater, so that vehicles, public roads, workers, etc. become dirty, and cleaning work is generated.

そこで、本発明は、簡易な構造、低廉で、かつ1の部材で簡単に隣接する鉄板同士を当接して連結し、車両の通行及び歩行の安全を確保するとともに泥に汚れを防ぐ敷鉄板の連結具を提供することを目的とする。   Therefore, the present invention provides a simple structure, low cost, and easy installation of the iron plate that makes it possible to contact and connect adjacent steel plates with a single member to ensure the safety of traffic and walking of the vehicle and to prevent dirt from dirt. An object is to provide a connector.

本発明は、上記課題を解決するため、(1)直線状に隣接する敷鉄板の当接部の端部に敷き鉄板の隣接方向に直交して嵌めて隣接する敷鉄板同士を連結する敷鉄板の連結具であって、断面コの字状の金属製の骨格をゴム被覆で覆って、上部と下部と前記上下部を連結する側部とを形成するとともに、前記上下部間に敷鉄板の端部を挿入するスペースが形成され、前記スペースの高さが敷鉄板の厚さ以下であることを特徴とする敷鉄板の連結具の構成とした。   In order to solve the above-described problems, the present invention provides (1) a laid iron plate that is fitted at an end of an abutting portion of a laid iron plate that is linearly adjacent and is fitted perpendicularly to the adjacent direction of the laid iron plate to connect adjacent laid iron plates together. A metal frame having a U-shaped cross section is covered with a rubber coating to form an upper portion, a lower portion, and a side portion that connects the upper and lower portions, and between the upper and lower portions, A space for inserting the end portion is formed, and the height of the space is equal to or less than the thickness of the laid iron plate.

(2)L字状に隣接する敷鉄板の当接部の端部に嵌めて敷鉄板同士を連結する敷鉄板の連結具であって、断面コの字状で、平面L字状の金属製の骨格をゴム被覆で覆って、上部と下部と前記上下部を連結する左右側部とを形成するとともに、前記上下部間に敷鉄板の端部を挿入する平面L字状のスペースが形成され、前記スペースの高さが敷鉄板の厚さ以下であることを特徴とする敷鉄板の連結具の構成とした。また、(3)前記左右側面間に、殴打部を設けたことを特徴とする(2)に記載の敷鉄板の連結具の構成とした。(4)前記殴打部の上面に穴を穿設したことを特徴とする請求項3に記載の敷鉄板の連結具の構成とした。   (2) A laying iron plate coupling tool that fits at the end of an abutting portion of a laying iron plate adjacent in an L shape and connects the laying iron plates to each other, and has a U-shaped cross section and is made of a metal having a flat L shape. The upper and lower portions and the left and right side portions that connect the upper and lower portions are formed, and a plane L-shaped space for inserting the end portion of the laid iron plate is formed between the upper and lower portions. The height of the space is equal to or less than the thickness of the laid iron plate. Moreover, (3) It is set as the structure of the connector of the iron plate according to (2), wherein a striking portion is provided between the left and right side surfaces. (4) According to the third aspect of the present invention, there is provided a connecting iron plate connector according to claim 3, wherein a hole is formed in the upper surface of the hammering portion.

また、(5)敷鉄板の上に位置する前記上部のゴム被覆の端部を先端に向けテーパー状の傾斜部を設けたことを特徴とする(1)〜(4)のいずれかに記載の敷鉄板の連結具の構成とした。   (5) A tapered inclined portion is provided with an end portion of the upper rubber covering located on the laying iron plate facing the tip, according to any one of (1) to (4), It was set as the structure of the connection tool of a laid iron plate.

さらに、(1)〜(5)のいずれかに記載の敷鉄板の連結具を、隣接する敷鉄板の当接部に嵌め、隣接する敷鉄板を連結したことを特徴とする仮設道路の構成とした。   Furthermore, the structure of the temporary road characterized by having fitted the connecting tool of the base iron plate in any one of (1)-(5) to the contact part of an adjacent base iron plate, and connecting the adjacent base iron plate, did.

本発明は、上記構成であるので、簡易な構造、低廉で、かつ1の部材で簡単に隣接する鉄板同士を当接して連結できる。従って、車両の通行及び歩行の安全を確保するとともに泥水の浮上を低減することができる。   Since this invention is the said structure, it is simple structure, it is cheap, and the adjacent iron plates can be contact | connected easily and can be connected by one member. Therefore, it is possible to ensure the safety of traffic and walking of the vehicle and reduce the muddy water floating.

平面L字状の敷鉄板の連結具であれば、縦横(直角)に隣接する敷鉄板の連結もできる。また、平面L字状の場合には、左右側面間に殴打部を設けることで、敷鉄板の当接部への敷鉄板の連結具の嵌め込みに際して、ハンマーの打撃力を効率的に利用することができる。さらに、殴打部に穴を穿設することで、敷鉄板の連結具を外す際、その穴に鉄柱を挿入して、ハンマーで殴打することで、容易に敷鉄板の連結具を取り除くことができる。   If it is a flat L-shaped laying iron plate connector, it is possible to connect laying iron plates adjacent in the vertical and horizontal directions (right angle). Further, in the case of a flat L-shape, by providing a striking portion between the left and right side surfaces, the hammer's striking force can be used efficiently when the laying iron plate connector is fitted into the abutting portion of the laying iron plate. Can do. Furthermore, when removing the connecting iron plate connector by drilling a hole in the striking portion, the iron post can be easily removed by inserting an iron pillar into the hole and striking with a hammer. .

上部のゴム被覆を先端に向け傾斜させることで、車両の通行の際、その上に車両が乗り上げても車両への衝撃が少なく、通行人がつまずくこともない。先端までテーパーにすることで一層、車両への衝撃が緩和され、通行者の安全性が高まる。   By tilting the upper rubber covering toward the tip, when the vehicle passes, even if the vehicle rides on it, there is little impact on the vehicle and the passerby does not trip. By tapering the tip, the impact on the vehicle is further reduced and the safety of the passerby is increased.

本発明である仮設道路の一例の平面模式図である。It is a plane schematic diagram of an example of the temporary road which is this invention. 本発明である敷鉄板の連結具の一例の模式図である。It is a schematic diagram of an example of the coupling tool of the bottom iron plate which is this invention. 敷鉄板を敷鉄板の連結具(実施例2)で連結したときの断面図である。It is sectional drawing when a base iron plate is connected with the connector (Example 2) of a base iron plate. 本発明である敷鉄板の連結具の他の実施形態(実施例3)の斜視透視図である。It is a perspective see-through | perspective view of other embodiment (Example 3) of the coupling tool of the bottom iron plate which is this invention. 敷鉄板の連結具(実施例3)の平面図である。It is a top view of the coupling tool (Example 3) of a laying iron plate.

以下に、添付図面に基づいて、本発明である仮設道路、敷鉄板の連結具について詳細に説明する。   Below, based on an accompanying drawing, the temporary road which is this invention, and the connection tool of a laid iron board are demonstrated in detail.

図1に示すように、本発明である仮設道路30は、本発明である敷鉄板の連結具1、11を敷鉄板20、21の当接部22の端部に嵌め、敷鉄板20、21を当接して接続固定した車両、歩行用の通路である。敷鉄板の連結具1、11内の点線は、後述の金属製の骨格2を示している。   As shown in FIG. 1, the temporary road 30 according to the present invention is configured by fitting the connecting iron plates 1 and 11 according to the present invention to the end portions of the abutting portions 22 of the iron covering plates 20 and 21. This is a vehicle and a walking path that are fixedly connected by abutting. The dotted lines in the connecting iron plates 1 and 11 indicate a metal skeleton 2 described later.

図2は、本発明である敷鉄板の連結具の一例の模式図である。図2(A)は正面からの斜視図、図2(B)はA−A線の断面図である。   FIG. 2 is a schematic view of an example of a connecting iron plate connector according to the present invention. 2A is a perspective view from the front, and FIG. 2B is a cross-sectional view taken along the line AA.

敷鉄板の連結具1は、図2に示すように、断面コの字状の金属製の骨格2をゴム被覆3で覆って、敷鉄板上に位置することとなる上部1aと敷鉄板下に位置することとなる下部1bと上下部1a、1bを連結し敷鉄板の側面に当接することとなる側部1cとを形成する。その結果、上下部1a、1bの間に敷鉄板の端部を挿入するスペース4が形成される。そして、スペース4の高さ5は、敷鉄板の厚さ以下とする。   As shown in FIG. 2, the laying iron plate connector 1 is formed by covering a metal skeleton 2 having a U-shaped cross section with a rubber coating 3 and under the upper laying plate and the upper laying plate located on the laying iron plate. The lower part 1b to be positioned and the upper and lower parts 1a and 1b are connected to form a side part 1c that comes into contact with the side surface of the laid iron plate. As a result, a space 4 is formed between the upper and lower parts 1a, 1b for inserting the end of the laid iron plate. And the height 5 of the space 4 shall be below the thickness of a laid iron plate.

敷鉄板は、種々の大きさ、厚さのものが流通されている。特に、工事現場等の車両通路では、縦約6m、横1.5m、厚さは22mmが一般に使用されている。この規格であれば、1.6トンの重量に耐えることができる。   There are various sizes and thicknesses of laid iron plates. In particular, a vehicle passage such as a construction site generally has a length of about 6 m, a width of 1.5 m, and a thickness of 22 mm. This standard can withstand a weight of 1.6 tons.

例えば、厚さ22mmの敷鉄板であれば、スペース4の高さ5は、22mm以下、好ましくは20mm以下である。   For example, in the case of a covered iron plate having a thickness of 22 mm, the height 5 of the space 4 is 22 mm or less, preferably 20 mm or less.

骨格2としては、金属製、例えば、鉄、ステンレス、その他合金で硬度が高いものが好ましい。ゴム被覆3の素材としては、弾性がある既存のゴム製品が使用でき、ゴム被覆3にはシリコンなどの弾性体も含むものとする。適宜硬化剤を添加して、スペース4と着脱性、抜け防止の観点から所望の硬さに調節するとよい。敷鉄板から敷鉄板の連結具の使用中の抜け防止のため、スペース4側面のゴム被覆3には、先端に向けテーパー状の楔形の突起を複数設けてもよい。   The skeleton 2 is preferably made of metal, such as iron, stainless steel, and other alloys having high hardness. As a material of the rubber coating 3, an existing rubber product having elasticity can be used, and the rubber coating 3 includes an elastic body such as silicon. A curing agent may be added as appropriate to adjust the hardness to a desired level from the viewpoints of space 4, detachability, and prevention of disconnection. A plurality of tapered wedge-shaped protrusions may be provided on the rubber coating 3 on the side surface of the space 4 toward the tip in order to prevent the cover iron plate from coming off during use of the connecting iron plate connector.

骨格2の厚さは、鉄であれば、全域均一で、2.5〜3.5mm、好ましくは3.0mm前後でよい。ゴム被覆3の厚さは、5.0mm前後が好ましい。金属製の骨格2を採用することで、全てゴムで連結具を成形した場合より、強度があるとともに、コストを低く抑えることができる。他方、ゴム被覆3を採用することで、弾性体であるため敷鉄板より狭いスペース4であっても敷鉄板の連結具1を敷鉄板に嵌めることができるとともに、摩擦抵抗で敷鉄板から連結具の抜けを防ぐ効果がある。   The thickness of the skeleton 2 may be uniform over the entire region of iron, and may be 2.5 to 3.5 mm, preferably around 3.0 mm. The thickness of the rubber coating 3 is preferably around 5.0 mm. By adopting the metal skeleton 2, the strength can be reduced and the cost can be reduced compared to the case where the connector is entirely formed of rubber. On the other hand, by adopting the rubber coating 3, since it is an elastic body, it is possible to fit the laying iron plate connector 1 to the laying iron plate even in a space 4 narrower than the laying iron plate. There is an effect to prevent omission.

上部1a、下部1bのスペース4方向の奥行きは、70〜100mm、80mm前後あれば、敷鉄板上を通行する車両の振動等による、敷鉄板の上下方向の歪み、横ずれにも十分耐えることができる。奥行きに直交する横方向の長さは敷鉄板の大きさにより適宜変更できる。例えば、敷鉄板の大きさが約6m×4mの場合であれば、200〜300mm、より好ましくは200mm前後でよい。   If the depth in the space 4 direction of the upper part 1a and the lower part 1b is around 70 to 100 mm and 80 mm, it can sufficiently withstand vertical distortion and lateral displacement of the ironing board due to vibrations of a vehicle passing on the ironing board. . The length in the horizontal direction perpendicular to the depth can be changed as appropriate depending on the size of the laid iron plate. For example, when the size of the laid iron plate is about 6 m × 4 m, it may be 200 to 300 mm, more preferably around 200 mm.

また、上部1aの敷鉄板上に位置することとなる端部は、ゴム被覆3を先端に向けテーパー状の傾斜部6を形成するとよい。傾斜部がなだらかほど、敷鉄板の連結具1に車両が乗り上げても衝撃がすくなく、通行人がつまずくことがなくなり、通行の不快感が低減されるとともに安全性が高まる。   Moreover, it is good for the edge part located on the laying iron plate of the upper part 1a to form the taper-shaped inclination part 6 with the rubber coating 3 facing the front-end | tip. The gentler the sloping portion, the less impact is generated even when the vehicle rides on the laying iron plate connector 1, and the passerby does not trip, reducing the discomfort of traffic and increasing the safety.

スペース4側の上部1a、下部1bのゴム被覆の挿入方向端部に、切欠き1d、1eを形成することで、敷鉄板の連結具1を敷鉄板に嵌めやすくなる。   By forming the notches 1d and 1e at the end portions of the rubber coating in the upper part 1a and the lower part 1b on the space 4 side, it becomes easy to fit the laying iron plate connector 1 to the laying iron plate.

図3に、敷鉄板の連結具1を、敷鉄板20、20の当接部22に嵌め、同一向きに直線状に隣接した敷鉄板を連結したときの断面図を示した。このようにしてなる敷鉄板の連結具1は、敷鉄板20、20の当接部22の端部に簡単に嵌められ、敷鉄板を当接した状態で、連結保持することができる。   FIG. 3 shows a cross-sectional view when the base iron plate connector 1 is fitted into the contact portions 22 of the base iron plates 20 and 20 and the base iron plates that are linearly adjacent to each other are connected in the same direction. The laying iron plate connector 1 thus constructed is easily fitted to the end of the abutting portion 22 of the laying iron plates 20 and 20, and can be connected and held in a state where the laying iron plate is in contact.

図4に本発明である敷鉄板の連結具の他の実施形態(実施例3)の斜視透視図を示し、その平面図を図5に示した。破線は、いずれも金属製の骨格12の配置を示す。   FIG. 4 shows a perspective perspective view of another embodiment (Example 3) of a connecting iron plate connector according to the present invention, and FIG. 5 shows a plan view thereof. The broken lines indicate the arrangement of the skeleton 12 made of metal.

敷鉄板の連結具11は、図4、5に示すように、断面コの字状で、平面L字状の金属製の骨格12をゴム被覆13で覆って、敷鉄板上に位置することとなる上部11aと、敷鉄板下に位置することとなる下部と、上下部11a、1bを連結し敷鉄板の側面に当接することとなる左右側部11c、11fとを形成する。   As shown in FIGS. 4 and 5, the laying iron plate connector 11 has a U-shaped cross section and is covered with a rubber coating 13 on a plane L-shaped metal skeleton 12 and is located on the laying iron plate. An upper portion 11a, a lower portion that will be positioned below the laying iron plate, and left and right side portions 11c and 11f that connect the upper and lower portions 11a and 1b and come into contact with the side surface of the laying iron plate.

その結果、上下部11a、11bの間に敷鉄板の端部を挿入する平面L字状のスペースが形成される。そして、スペース14の高さ15は、敷鉄板の厚さ以下とする。このようにしてなる敷鉄板の連結具11は、L字状に隣接する敷鉄板20、21の当接部の端部に嵌めて敷鉄板20、21を連結する。   As a result, a plane L-shaped space is formed between the upper and lower portions 11a and 11b for inserting the end portion of the laid iron plate. And the height 15 of the space 14 shall be below the thickness of a laid iron plate. The laying iron plate connector 11 thus formed is fitted to the end portions of the abutting portions of the laying iron plates 20 and 21 adjacent to each other in an L shape to connect the laying iron plates 20 and 21.

金属製の骨格12は、骨格2の厚さは、鉄であれば、全域均一で、2.5〜3.5mm、好ましくは3.0mm前後でよい。ゴム被覆3の厚さは、5.0mm前後が好ましい。形状は、何れも平面L字状である。反左右側面11c、11fの上部端部の長さは、敷鉄板の大きさにより適宜変更できる。例えば、敷鉄板の大きさが約6m×4mの場合であれば、200〜300mm、より好ましくは200mm前後でよい。   If the skeleton 2 made of metal has a thickness of the skeleton 2 of iron, it is uniform over the entire region and may be 2.5 to 3.5 mm, preferably around 3.0 mm. The thickness of the rubber coating 3 is preferably around 5.0 mm. Each of the shapes is a plane L shape. The lengths of the upper end portions of the opposite left and right side surfaces 11c and 11f can be appropriately changed depending on the size of the laid iron plate. For example, when the size of the laid iron plate is about 6 m × 4 m, it may be 200 to 300 mm, more preferably around 200 mm.

なお、次の構成は、実施例1の対応する構成と同じであるのでここでの説明は省略する。即ち、ゴム被覆13はゴム被覆3、スペース14はスペース4、傾斜部16は傾斜部6、切欠き1d、1eは切欠き11d、11eと同じである。   In addition, since the following structure is the same as the corresponding structure of Example 1, description here is abbreviate | omitted. That is, the rubber coating 13 is the same as the rubber coating 3, the space 14 is the space 4, the inclined portion 16 is the inclined portion 6, and the notches 1d and 1e are the same as the notches 11d and 11e.

さらに、左右側面11c、11fの間に、殴打部11gを設けた。殴打部11gは、敷鉄板の連結具11をL字状に隣接する敷鉄板20、21の当接部22に嵌め込む際に、ハンマーなどで打ち込む平坦な側面部である。なお、殴打部11gの側面は平坦である必要はなく、ハンマーなどで殴打することができればよい。敷鉄板の連結具11は平面L字状であるので、左右側部11c、11fを殴打して嵌めることもできるが、均一に嵌めるため、殴打部11gを備えることが望ましい。   Further, a striking portion 11g is provided between the left and right side surfaces 11c and 11f. The hitting portion 11g is a flat side surface portion that is driven with a hammer or the like when the connecting iron 11 is fitted into the abutting portions 22 of the adjacent iron plates 20 and 21 in an L shape. Note that the side surface of the hitting portion 11g does not need to be flat as long as it can be hit with a hammer or the like. Since the laying iron plate connector 11 is L-shaped in a plane, the left and right side portions 11c and 11f can be beaten and fitted. However, in order to fit uniformly, it is desirable to include the beating portion 11g.

また、殴打部11gの上面に穴17を穿設してある。穴17は貫通しても、凹みであってもよい。穴17は、敷鉄板の連結具11を敷鉄板から取り外すときに、穴17にパイプなどを挿入して、ハンマーなどでパイプを殴打し、取り外しを容易にするために有効である。   Further, a hole 17 is formed in the upper surface of the hitting portion 11g. The hole 17 may be penetrated or recessed. The hole 17 is effective for facilitating removal by inserting a pipe or the like into the hole 17 and striking the pipe with a hammer or the like when removing the laying iron plate connector 11 from the laying iron plate.

実施例14においても、側部1c側のゴム被覆3を肉厚にし、上下部1a、1b方向に穴を設け穴17と同様に、敷鉄板から敷鉄板の連結具1の取り外しのとき利用することができる。実施例1における穴は1つでも左右端部に2つ設けるなどすることができる。   Also in Example 14, the rubber coating 3 on the side 1c side is thickened, and holes are provided in the upper and lower parts 1a, 1b direction, and similarly to the hole 17, it is used when removing the laying iron plate connector 1 from the laying iron plate. be able to. In the first embodiment, even one hole can be provided at the left and right ends.

敷鉄板の連結具1、11を敷鉄板から取り外す場合に利用する穴に替えて、側部1c、殴打部11gの側面に係止穴を設けてバールなどを引っ掛け引き抜いても、上部1a、11a平面に、バールなどを係止する溝を設けるなどしてもよい。   Even if the hooks 1 and 11 of the laying iron plate are removed from the laying iron plate, the upper portions 1a and 11a can be obtained by providing a locking hole on the side surface of the side portion 1c and the striking portion 11g and pulling the bar or the like. You may provide the groove | channel which latches a bar etc. in a plane.

1 敷鉄板の連結具
1a 上部
1b 下部
1c 側部
1d 切欠き
1e 切欠き
2 骨格
3 ゴム被覆
4 スペース
5 高さ
6 傾斜部
11 敷鉄板の連結具
11a 上部
11b 下部
11c 左側部
11d 切欠き
11e 切欠き
11f 右側部
11g 殴打部
12 骨格
13 ゴム被覆
14 スペース
15 高さ
16 傾斜部
17 穴
20 敷鉄板
21 敷鉄板
22 当接部
30 仮設道路
DESCRIPTION OF SYMBOLS 1 Connection iron plate connector 1a Upper part 1b Lower part 1c Side part 1d Notch 1e Notch 2 Skeleton 3 Rubber coating 4 Space 5 Height 6 Inclined part 11 Connection part 11a Upper part 11b Lower part 11c Left side part 11d Notch 11e Notch Notch 11f right side 11g striking portion 12 skeleton 13 rubber coating 14 space 15 height 16 inclined portion 17 hole 20 laid iron plate 21 laid iron plate 22 abutting portion 30 temporary road

Claims (6)

直線状に隣接する敷鉄板の当接部の端部に敷き鉄板の隣接方向に直交して嵌めて隣接する敷鉄板同士を連結する敷鉄板の連結具であって、
断面コの字状の金属製の骨格をゴム被覆で覆って、上部と下部と前記上下部を連結する側部とを形成するとともに、前記上下部間に敷鉄板の端部を挿入するスペースが形成され、前記スペースの高さが敷鉄板の厚さ以下であることを特徴とする敷鉄板の連結具。
It is a connecting tool for a laying iron plate that connects the laying iron plates adjacent to each other by fitting perpendicularly to the adjacent direction of the laying iron plate at the end of the abutting portion of the laying iron plate adjacent in a straight line,
A metal skeleton having a U-shaped cross section is covered with a rubber coating to form an upper portion, a lower portion, and a side portion connecting the upper and lower portions, and there is a space for inserting an end portion of the laid iron plate between the upper and lower portions. A laying iron plate connector formed, wherein a height of the space is equal to or less than a thickness of the laying iron plate.
L字状に隣接する敷鉄板の当接部の端部に嵌めて敷鉄板同士を連結する敷鉄板の連結具であって、
断面コの字状で、平面L字状の金属製の骨格をゴム被覆で覆って、上部と下部と前記上下部を連結する左右側部とを形成するとともに、前記上下部間に敷鉄板の端部を挿入する平面L字状のスペースが形成され、前記スペースの高さが敷鉄板の厚さ以下であることを特徴とする敷鉄板の連結具。
It is a connecting tool for a bottom iron plate that fits at the end of the abutting portion of the bottom iron plate adjacent in an L shape and connects the bottom iron plates to each other,
A U-shaped metal skeleton having a U-shaped cross section is covered with a rubber coating to form upper and lower portions and left and right side portions that connect the upper and lower portions, and between the upper and lower portions, A plane iron plate coupling tool, wherein a planar L-shaped space for inserting an end portion is formed, and the height of the space is equal to or less than the thickness of the bed iron plate.
前記左右側面間に、殴打部を設けたことを特徴とする請求項2に記載の敷鉄板の連結具。 The laying iron plate connector according to claim 2, wherein a striking portion is provided between the left and right side surfaces. 前記殴打部の上面に穴を穿設したことを特徴とする請求項3に記載の敷鉄板の連結具。 The laying iron plate connector according to claim 3, wherein a hole is formed in an upper surface of the striking portion. 敷鉄板の上に位置する前記上部のゴム被覆の端部を先端に向けテーパー状の傾斜部を設けたことを特徴とする請求項1〜請求項4のいずれか1項に記載の敷鉄板の連結具。 The laid iron plate according to any one of claims 1 to 4, wherein a tapered inclined portion is provided with an end portion of the upper rubber covering located on the laid iron plate facing the tip. Coupling tool. 請求項1〜請求項5のいずれか1項に記載の敷鉄板の連結具を、隣接する敷鉄板の当接部に嵌め、隣接する敷鉄板を連結したことを特徴とする仮設道路。 The temporary road characterized by fitting the connector of the base iron plate of any one of Claims 1-5 to the contact part of the adjacent base iron plate, and connecting the adjacent base iron plate.
JP2011038264A 2011-02-24 2011-02-24 Connector for floor iron plate Pending JP2012172482A (en)

Priority Applications (1)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0654905U (en) * 1992-07-10 1994-07-26 株式会社タカシュウ Connection member for temporary road plate
JPH10325105A (en) * 1997-05-26 1998-12-08 Meiyuu:Kk Connector for steel planking for road
JP2000502164A (en) * 1995-11-25 2000-02-22 メカノ・ラピート・ゲゼルシャフト・ミット・ベシュレンクテル・ハフツング Deformed material seal fixing member
JP2003268710A (en) * 2002-03-12 2003-09-25 Nishimatsu Constr Co Ltd Connection device for ground steel plate

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0654905U (en) * 1992-07-10 1994-07-26 株式会社タカシュウ Connection member for temporary road plate
JP2000502164A (en) * 1995-11-25 2000-02-22 メカノ・ラピート・ゲゼルシャフト・ミット・ベシュレンクテル・ハフツング Deformed material seal fixing member
JPH10325105A (en) * 1997-05-26 1998-12-08 Meiyuu:Kk Connector for steel planking for road
JP2003268710A (en) * 2002-03-12 2003-09-25 Nishimatsu Constr Co Ltd Connection device for ground steel plate

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