JPH10266110A - Laying plate - Google Patents

Laying plate

Info

Publication number
JPH10266110A
JPH10266110A JP7176897A JP7176897A JPH10266110A JP H10266110 A JPH10266110 A JP H10266110A JP 7176897 A JP7176897 A JP 7176897A JP 7176897 A JP7176897 A JP 7176897A JP H10266110 A JPH10266110 A JP H10266110A
Authority
JP
Japan
Prior art keywords
laying
plate
board
honeycomb
laying plate
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.)
Pending
Application number
JP7176897A
Other languages
Japanese (ja)
Inventor
Tau Vincent
タウ ビンセント
Sadao Asami
貞男 浅見
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.)
YAMAZAKI TATSUE
Original Assignee
YAMAZAKI TATSUE
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 YAMAZAKI TATSUE filed Critical YAMAZAKI TATSUE
Priority to JP7176897A priority Critical patent/JPH10266110A/en
Publication of JPH10266110A publication Critical patent/JPH10266110A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a laying plate whose load bearing strength is high and firm, and lightweight. SOLUTION: A laying plate 10 laid at a site during construction is provided with constitution laminating a honeycomb material 15 juxtaposing a polygonal hollow column and thin iron plates 11, 13 covering the opening face of the honeycomb material 15. Furthermore, a rubber-made frame body 17 is disposed on the end edge for the laying plate 10, a hole 30 for tool attaching is arranged, and arranged at a position not affected on honeycomb structure.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、道路工事現場等
おいて、便宜的に敷設する敷き板に関し、特に十分な堅
さと耐荷重を有し、かつ重量を軽量とした敷き板に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a laying board which is conveniently laid at a road construction site or the like, and more particularly to a laying board which has sufficient rigidity and load resistance and is lightweight.

【0002】[0002]

【従来の技術】通常道路工事現場において、掘り起こし
た現場を簡易的に修復する為に敷設する敷板は鉄板製の
ものであり、重量がほぼ28トンの車両が走行しても耐
えられる荷重強度が必要であった。そこで、用いられて
いる鉄板は1枚の重量が800Kg以上もするものであ
った。
2. Description of the Related Art Generally, in a road construction site, a slab laid in order to easily repair a dug-up site is made of an iron plate, and has a load strength that can withstand a vehicle weighing approximately 28 tons even when traveling. Was needed. Therefore, the iron plate used weighs 800 kg or more.

【0003】[0003]

【発明が解決しようとする課題】通常道路工事等の工事
現場は広範囲に及ぶので、夜間等、応急的に敷き設する
鉄板の数は相当な枚数を必要とした。さらに、作業をす
るため工事中は敷き板を取り除き、作業の邪魔にならな
い場所まで移動しなければならなかった。これらの取扱
において、1枚800Kg以上の重量を有する鉄板の車
両への積み降ろし作業は重労働であった。また、道路交
通法が改正され、車両の積み荷の重量制限が厳しくなっ
たことから、車両1台当たりに積載できる鉄板の数が少
なくなり、運搬回数を増加する、あるいは車両の数を増
加することで、鉄板の運搬量を確保しなければならない
という問題が発生した。そこで、この発明は耐荷重強度
が高く堅牢で、かつ軽量な敷き板を提供するものであ
る。
Since the construction site for road construction and the like is usually wide-ranging, a considerable number of iron plates are required to be laid in an emergency such as at night. In addition, during work, the slabs had to be removed and the work had to be moved out of the way to work. In these handlings, loading and unloading an iron plate having a weight of 800 kg or more on a vehicle was a heavy labor. In addition, as the Road Traffic Law was revised and the weight restrictions on the load of vehicles became stricter, the number of iron plates that could be loaded per vehicle decreased, and the number of transportations increased or the number of vehicles increased. Thus, there was a problem that it was necessary to secure the transport amount of the iron plate. Therefore, the present invention is to provide a durable, lightweight, high-strength flooring board.

【0004】[0004]

【課題を解決するための手段】本発明の工事途中の工事
現場に簡易的に敷設する敷き板は、多角中空柱併設のハ
ニカム材と、ハニカム材の開口面を被覆する板厚の薄い
鉄板を積層した構成を具備する。この敷き板は板厚を5
0mm以下とし、かつ板厚の90%をハニカム材で構成
することにより、従来の鉄板よりなる敷き板に比較し
て、大きさは同一であるが重量が約1/4〜1/3(2
60Kg以下)、耐荷重が7t以上を有し、耐荷重が高
く、軽量な敷き板となる。さらに、敷き板は端縁にゴム
製の枠体を配設している、あるいは、用具取付用の穴が
配置され、該穴はハニカム構造に影響しない位置に構成
されている構成となっている。
The laying plate to be simply laid on the construction site in the middle of the construction according to the present invention comprises a honeycomb material having polygonal hollow columns and a thin iron plate covering the opening surface of the honeycomb material. It has a stacked configuration. This slab has a thickness of 5
By making the thickness less than 0 mm and 90% of the thickness of the honeycomb material, the size is the same as that of the conventional spread sheet made of iron plate, but the weight is about 1/4 to 1/3 (2
60 kg or less), the load resistance is 7 t or more, the load resistance is high, and a lightweight laying plate is obtained. Further, the laying plate has a rubber frame at the edge, or a hole for tool attachment is arranged, and the hole is configured at a position that does not affect the honeycomb structure. .

【0005】[0005]

【発明の実施の形態】以下、図面に基づいて本発明の実
施の形態を詳細に説明する。図1は敷き板の全体構成を
示す斜視図、図2は線A−Aの断面図、図3は敷き板の
構成説明図である。敷き板10は長手方向の寸法L1
3000mm、短辺の寸法L2=1500mm、厚さL3
=50mmとする矩形形状をなす。敷き板10はハニカ
ム材15を中心とした敷き板本体と、本体の周縁を形成
する枠体17とで構成されている。敷き板本体は高さ約
45mmの六角中空柱を林立させたハニカム材15と、
ハニカムコアの開口面を被覆する表面板11、13を積
層して接着材等により固着した3層構造となっている。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a perspective view showing the overall configuration of a laying board, FIG. 2 is a cross-sectional view taken along line AA, and FIG. The laying plate 10 has a longitudinal dimension L 1 =
3000 mm, short side dimension L 2 = 1500 mm, thickness L 3
= 50 mm. The laying plate 10 is composed of a laying plate main body centered on the honeycomb material 15 and a frame 17 forming a peripheral edge of the main body. The laying plate body is a honeycomb material 15 made up of hexagonal hollow pillars having a height of about 45 mm,
It has a three-layer structure in which surface plates 11 and 13 that cover the opening surface of the honeycomb core are stacked and fixed with an adhesive or the like.

【0006】表面板11,13はほぼ2.5mm厚さの
鉄板で構成され、表面はエポキシ系タール樹脂等による
コーテイング加工、およびすべり止め加工が施されてい
る。コーテイング加工は樹脂の2回塗により、敷き板表
面の腐食を確実に防止している。ハニカム材15はアル
ミ板で構成され、蜂の巣状態に形成される中空柱の穴径
はほぼ4.8mm、厚さ(高さ)寸法を45mm、敷き
板10の全体の板厚寸法の90%の厚さ寸法としてい
る。敷き板10のハニカム材15の重量は77Kg/m
3となっている。枠体17はゴムで形成された長尺帯で
ある。
The surface plates 11 and 13 are made of an iron plate having a thickness of about 2.5 mm, and the surfaces thereof are coated with an epoxy-based tar resin or the like, and are subjected to non-slip processing. In the coating process, the coating of the resin is applied twice to surely prevent the corrosion of the surface of the laying board. The honeycomb material 15 is made of an aluminum plate. The hole diameter of the hollow pillar formed in a honeycomb state is approximately 4.8 mm, the thickness (height) is 45 mm, and 90% of the entire thickness of the laying plate 10. It has a thickness dimension. The weight of the honeycomb material 15 of the laying board 10 is 77 kg / m.
It is 3 . The frame 17 is a long band formed of rubber.

【0007】敷き板10の長手中央部分の端部にはロー
プ等の吊り上げ用具取付穴30が設けられている。吊り
上げ用具取付穴30形成部分には補強用の補強板20が
表面板11,13の内側に配設され、2重構造となって
いる。補強用板20はハニカム材15のコア開口面に接
着剤21で接着され、固定されている。
[0007] At the end portion of the longitudinal center portion of the laying board 10, a mounting hole 30 for lifting equipment such as a rope is provided. A reinforcing plate 20 for reinforcement is provided inside the surface plate 11, 13 at a portion where the lifting tool mounting hole 30 is formed, and has a double structure. The reinforcing plate 20 is bonded and fixed to the core opening surface of the honeycomb material 15 with an adhesive 21.

【0008】次に、敷き板の製造方法を説明する。ま
ず、ハニカム板を形成する。大きな鋳型にアルミ板をい
れ、反りや寸法誤差を±0.05mm以内とする程度の
バキュームを付加する。ハニカム板から所要サイズの板
体を切断する。このとき、中空柱形状のハニカム構造を
破断しないようにする。これは敷き板端部にハニカム構
造のダメージがあると、敷き板10の全体強度に悪影響
が及ぶためである。ハニカム材15の一側縁中央部分の
ハニカムコアを高さ方向に切断し、ほぼ200mm平方
の鉄板よりなる補強板20を接剤21で固定する。ハニ
カム材15の上下面に鉄板よりなる表面板11,13を
積層する。各表面板11,13とハニカム材15にエポ
キシ系接着剤(アラルダイト 商標名)を塗り、位置決
めして接着固定する。このとき、バキュームバッグにい
れて接着加工を促進させる。
Next, a method of manufacturing a laying plate will be described. First, a honeycomb plate is formed. An aluminum plate is placed in a large mold, and a vacuum is applied so that warpage and dimensional error are kept within ± 0.05 mm. A plate of a required size is cut from the honeycomb plate. At this time, the honeycomb structure having the hollow column shape is not broken. This is because if the honeycomb structure is damaged at the end of the laying plate, the overall strength of the laying plate 10 is adversely affected. The honeycomb core at the center of one side edge of the honeycomb material 15 is cut in the height direction, and a reinforcing plate 20 made of an iron plate having a square of approximately 200 mm is fixed with the adhesive 21. Surface plates 11 and 13 made of an iron plate are laminated on the upper and lower surfaces of the honeycomb material 15. An epoxy-based adhesive (trade name of Araldite) is applied to each of the surface plates 11 and 13 and the honeycomb material 15, and is positioned and bonded and fixed. At this time, it is put in a vacuum bag to promote the bonding process.

【0009】補強板20を積層した部分に吊り上げ用具
取付穴30を形成する。このとき、ハニカム材15のハ
ニカム構造に損傷を与えないように穴30を形成する。
例えば、ハニカムコアのコアサイズを4.8mmとする
と、吊り上げ用具取付穴30のサイズは直径50mmと
し、穴サイズ以上にハニカム板15のコアを削除して、
吊り上げ用具を上下面11,13と補強板20との2重
構造で支持する構成としている。ハニカム本体の周縁に
ゴム体よりなる枠体17をとりつける。枠体17の取付
幅L4は20mmとする。最後に、敷き板10の鉄板1
1,13の表面にエポキシ系タール樹脂を塗り、砂をひ
いて、滑り止め加工を施して完了する。
A lifting tool mounting hole 30 is formed in a portion where the reinforcing plates 20 are stacked. At this time, the holes 30 are formed so as not to damage the honeycomb structure of the honeycomb material 15.
For example, assuming that the core size of the honeycomb core is 4.8 mm, the size of the lifting tool mounting hole 30 is 50 mm in diameter, and the core of the honeycomb plate 15 is deleted to be larger than the hole size.
The lifting tool is configured to be supported by a double structure of the upper and lower surfaces 11, 13 and the reinforcing plate 20. A frame 17 made of a rubber body is attached to the peripheral edge of the honeycomb body. Mounting width L 4 of the frame 17 to 20 mm. Finally, the iron plate 1 of the laying board 10
An epoxy-based tar resin is applied to the surfaces of the first and the thirteenth, sand is applied, and a non-slip process is performed to complete the process.

【0010】このように構成される敷き板10の取り扱
いは、吊り上げ用具取付穴30にロープ等の引上げ具を
取付、クレーンで吊り上げ、吊り下げすることにより所
望する場所に載置し、あるいは取り外す。
In order to handle the laying board 10 constructed as described above, a lifting tool such as a rope is attached to the lifting tool mounting hole 30, and the lifting tool is lifted and suspended by a crane.

【0011】このように、敷き板の厚さ寸法の90%を
ハニカム材15、厚さ寸法の5%の板厚の鉄板でハニカ
ム材15の両面を被覆して構成された敷き板10は、重
量220Kgとなる。この重さは従来の1枚800Kg
以上であった敷き板としての鉄板に比較して、1/3〜
1/4の重さである。すなわち、1台のトラックの積載
量に対して、従来の鉄板は4枚しか積載出来なかった
が、この実施の形態で示す敷き板10は厚さ寸法を従来
の鉄板の2倍の厚さとしても14枚積むことができる。
As described above, the laying plate 10 constituted by covering both sides of the honeycomb material 15 with 90% of the thickness of the laying plate and the iron plate having a thickness of 5% of the thickness is 90%. The weight becomes 220 kg. This weight is the conventional one 800kg
Compared to the iron plate as the laying plate,
Weight is 1/4. That is, although only four conventional iron plates could be loaded with respect to the loading capacity of one truck, the laying plate 10 shown in this embodiment has a thickness twice that of the conventional iron plate. 14 can also be stacked.

【0012】ここで、敷き板10と従来の敷き板である
鉄板100との強度を比較する。 本発明の敷き板10 3000mm×1500
mm×50mm 従来の鉄板製の敷き板100 3000mm×1500
mm×22mm 積層形状の本発明の敷き板10は、従来の鉄板製の敷き
板100の板厚の2.2〜2.3倍、重量は1/3〜1
/4である。
Here, the strength of the laying plate 10 and the strength of the iron plate 100 which is a conventional laying plate will be compared. Laying board 10 of the present invention 10 3000 mm x 1500
mm × 50mm Conventional iron sheeting board 100 3000mm × 1500
The laminated board 10 of the present invention having a laminated shape of 22 mm × 22 mm has a thickness of 2.2 to 2.3 times the thickness of the conventional laminated board 100 made of iron plate, and the weight is 1/3 to 1
/ 4.

【0013】耐荷重試験1(図4.5参照) 高さ40cmに積んだ枕木50に敷き板10と敷き板1
00の長手方向の先端部分を乗せ、各敷き板10、10
0を傾斜状態に設置する。傾斜状態の敷き板に車両C
(総重量28t)の前2車輪を乗り上げる。本発明の敷
き板10は撓み量aとすると、a=60mmの撓みとな
った。そして、車両Cの乗り上げを解除すると、平板状
の板体に復帰した。鉄板製の従来の敷き板100はほと
んど地面に接触する状態に撓んだ。そして、車両Cの乗
り上げを解除しても湾曲面が残り、平板状の板体には復
帰しなかった。
Load-bearing test 1 (see FIG. 4.5) The laying board 10 and the laying board 1 are placed on a sleeper 50 stacked at a height of 40 cm.
00 in the longitudinal direction, and place
0 is installed in an inclined state. Vehicle C on the sloping slab
Ride the front two wheels (total weight 28t). Assuming that the spread plate 10 of the present invention has a flexure amount a, the flexure a = 60 mm. When the ride of the vehicle C was released, the vehicle C returned to a flat plate-like body. The conventional slat 100 made of an iron plate was bent so as to be almost in contact with the ground. Then, even when the ride of the vehicle C was released, the curved surface remained, and did not return to the flat plate-shaped body.

【0014】以上の実験結果からも明らかなように、こ
の発明の積層構造の敷き板10は、可撓性を有し、車両
程度の荷重には少量撓んで対応する。また、荷重が除去
されると現状に復帰できる。また、鉄板製の敷き板に比
較すると1/3から1/4の軽量で、十分な耐荷重強度
を有し、持ち運びの利便性が達成できる。すなわち、1
回の運搬に従来の鉄板の3倍強の14枚の運搬ができ
る。
As is clear from the above experimental results, the laying board 10 having the laminated structure of the present invention has flexibility and can cope with a load of a vehicle by bending a small amount. When the load is removed, the state can be restored. In addition, the weight is 1/3 to 1/4 that of an iron plate, has sufficient load-bearing strength, and can be easily carried. That is, 1
Four times more than three times the conventional iron plate can be transported each time.

【0015】耐荷重試験2(図6参照) 道路等の土地60にマンホールの穴65を掘り、マンホ
ールの穴65壁面にコンクリート壁70を形成する。こ
の状態で作業を中断するとき、マンホール穴65の周縁
に枕木500を置き、敷き板10を載置する。この時の
枕木500の高さを10cmとする。重さ28tのトラ
ックの場合、タイヤ1輪にかかる荷重が7〜8tである
が、枕木500に架設する敷き板10は、1輪のタイヤ
Wを乗せても撓むことがなかった。ここで、敷き板が2
点鎖線で描く状態に撓んだとしたら、敷き板はまだ乾燥
していないコンクリート壁に接触してマンホールの壁の
接触部分75を損傷する不都合が発生する。このよう
に、本発明の敷き板10は高い耐荷重と、堅さを有し確
実に敷き板で被覆した下部の工事現場の保護機能を有す
る。
Load resistance test 2 (see FIG. 6) A manhole hole 65 is dug in a land 60 such as a road, and a concrete wall 70 is formed on the wall surface of the manhole hole 65. When the work is interrupted in this state, the sleeper 500 is placed on the periphery of the manhole hole 65, and the laying board 10 is placed. The height of the sleeper 500 at this time is set to 10 cm. In the case of a truck having a weight of 28 t, the load applied to one tire is 7 to 8 t. However, the spread board 10 laid on the sleeper 500 did not bend even when the tire W of one wheel was put thereon. Here, the slab is 2
If bent in the state depicted by the dashed line, the slab would contact the not-yet-dried concrete wall, causing the disadvantage of damaging the contact portion 75 of the manhole wall. As described above, the laying board 10 of the present invention has a high load resistance and a rigidity, and has a function of protecting a lower construction site covered with the laying board without fail.

【0016】さらに、積層工程、表面樹脂コーテイング
工程、吊り上げ用具取付穴配設工程等、一連の製作工程
で完成し、軽量構造により取扱が容易である。また、敷
き板10の端部はゴム等による枠体によりカバーされて
いるので、接触摩擦によるコーテイング樹脂の剥離が予
防でき、腐食防止となると共に、隣接する敷き板とのシ
ールが確実となり、水漏れ等の心配がなくなった。以
上、この実施の形態においてはハニカムコアは6角形
状、蜂の巣状を例示したが、波形状板を張りあわせた楕
円形状、あるいは菱形形状等のハニカム構造であって
も、同様の作用、効果を達成する。
Furthermore, it is completed in a series of manufacturing steps such as a laminating step, a surface resin coating step, and a step of arranging lifting tool mounting holes, and is easy to handle due to its lightweight structure. In addition, since the end of the laying board 10 is covered with a frame made of rubber or the like, peeling of the coating resin due to contact friction can be prevented, corrosion can be prevented, and a seal with an adjacent laying board can be surely formed. No more worries about leaks. As described above, in this embodiment, the honeycomb core has a hexagonal shape and a honeycomb shape. However, the same operation and effect can be obtained by a honeycomb structure such as an elliptical shape or a rhombic shape in which corrugated plates are attached. To achieve.

【0017】[0017]

【発明の効果】以上説明したように、本発明に係わる敷
き板は、軽量で確実な耐荷重強度を有し、取扱が容易
で、一回の運搬に沢山の敷き板を運ぶことが出来る。さ
らに、適当な堅さを有し、工事現場等の被覆部の保護機
能が確実となる。さらに、敷き板端部はゴム製の枠体が
配設され、腐食防止が確実となると共に、敷き板を敷設
したとき、隣接する敷き板とのシーリングが確実となり
水漏れが防止できる。
As described above, the laying board according to the present invention is lightweight, has a certain load-bearing strength, is easy to handle, and can carry many laying boards in one transportation. Furthermore, it has appropriate hardness, and the protection function of the covering part at a construction site or the like is ensured. Further, a rubber frame is provided at the end of the laying plate, thereby reliably preventing corrosion, and when the laying plate is laid, sealing with the adjacent laying plate is ensured, thereby preventing water leakage.

【図面の簡単な説明】[Brief description of the drawings]

【図1】敷き板の全体斜視図。FIG. 1 is an overall perspective view of a laying plate.

【図2】図1の線A−A断面図。FIG. 2 is a sectional view taken along line AA of FIG. 1;

【図3】ハニカム構造の斜視図。FIG. 3 is a perspective view of a honeycomb structure.

【図4】本発明の敷き板の実験説明図。FIG. 4 is an explanatory diagram of an experiment of a laying plate of the present invention.

【図5】従来の敷き板の実験説明図。FIG. 5 is an explanatory diagram of an experiment using a conventional laying plate.

【図6】本発明の敷き板の堅牢度の実験説明図。FIG. 6 is an explanatory diagram of an experiment on the robustness of the laying board of the present invention.

【符号の説明】[Explanation of symbols]

10 敷き板 11,13 鉄板 15 ハニカム材 17 ゴム枠 20 補強板 30 吊り下げ用具取付穴 50、500 枕木 100 従来の敷き板 DESCRIPTION OF SYMBOLS 10 Laying board 11, 13 Iron plate 15 Honeycomb material 17 Rubber frame 20 Reinforcement board 30 Hanging tool mounting hole 50, 500 Sleeper 100 Conventional laying board

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 工事途中の工事現場に簡易的に敷設する
敷き板であって、 中空柱併設のハニカム材と、ハニカム材の開口面を被覆
する板厚の薄い鉄板とを備え、ハニカム材と鉄板とは接
着剤により積層固着されてなり、板厚寸法の90%をハ
ニカム材で構成してなる敷き板。
1. A laying plate simply laid on a construction site in the middle of construction, comprising: a honeycomb material provided with hollow columns; and a thin iron plate which covers an opening surface of the honeycomb material. An iron sheet is a laminated sheet that is laminated and fixed by an adhesive, and is made of a honeycomb material for 90% of the sheet thickness.
【請求項2】 端縁にゴム製の枠体を配設してなる請求
項1記載の敷き板。
2. The laying board according to claim 1, wherein a rubber frame is provided at an edge.
【請求項3】 敷き板は重量260Kg以下、耐荷重7
t以上を有する請求項1記載の敷き板。
3. The laying board has a weight of 260 kg or less and a load bearing capacity of 7 kg.
The laying plate according to claim 1, which has at least t.
【請求項4】 敷き板の板厚は50mm以下である請求
項1記載の敷き板。
4. The spread board according to claim 1, wherein the thickness of the spread board is 50 mm or less.
【請求項5】 敷き板には用具取付用の穴が、ハニカム
構造に影響しない位置に構成されてなる請求項1記載の
敷き板。
5. The laying board according to claim 1, wherein the laying board is provided with a hole for mounting a tool at a position which does not affect the honeycomb structure.
【請求項6】 敷き板に形成される用具取付用の穴は、
孔の周縁に補強部材を有する請求項5記載の敷き板。
6. A tool mounting hole formed in a laying board,
The laying plate according to claim 5, wherein a reinforcing member is provided on a periphery of the hole.
JP7176897A 1997-03-25 1997-03-25 Laying plate Pending JPH10266110A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7176897A JPH10266110A (en) 1997-03-25 1997-03-25 Laying plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7176897A JPH10266110A (en) 1997-03-25 1997-03-25 Laying plate

Publications (1)

Publication Number Publication Date
JPH10266110A true JPH10266110A (en) 1998-10-06

Family

ID=13470071

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7176897A Pending JPH10266110A (en) 1997-03-25 1997-03-25 Laying plate

Country Status (1)

Country Link
JP (1) JPH10266110A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016044529A (en) * 2014-08-21 2016-04-04 株式会社 シコク Slope device
JP2016069904A (en) * 2014-09-30 2016-05-09 極東ゴム株式会社 Cure mat for road construction
GB2613769A (en) * 2021-10-19 2023-06-21 Jonathan Ardern Fergus A surface panel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016044529A (en) * 2014-08-21 2016-04-04 株式会社 シコク Slope device
JP2016069904A (en) * 2014-09-30 2016-05-09 極東ゴム株式会社 Cure mat for road construction
GB2613769A (en) * 2021-10-19 2023-06-21 Jonathan Ardern Fergus A surface panel

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