JPH08199506A - Continuously connected snow-melting paving material - Google Patents

Continuously connected snow-melting paving material

Info

Publication number
JPH08199506A
JPH08199506A JP2774895A JP2774895A JPH08199506A JP H08199506 A JPH08199506 A JP H08199506A JP 2774895 A JP2774895 A JP 2774895A JP 2774895 A JP2774895 A JP 2774895A JP H08199506 A JPH08199506 A JP H08199506A
Authority
JP
Japan
Prior art keywords
electric heating
connecting member
blocks
snow
snow melting
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.)
Granted
Application number
JP2774895A
Other languages
Japanese (ja)
Other versions
JP2633216B2 (en
Inventor
Hidemitsu Kakudou
秀光 角銅
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.)
Shinko Kozai Co Ltd
Original Assignee
Shinko Kozai Co Ltd
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 Shinko Kozai Co Ltd filed Critical Shinko Kozai Co Ltd
Priority to JP7027748A priority Critical patent/JP2633216B2/en
Priority to KR2019950004650U priority patent/KR200151114Y1/en
Priority to EP95307742A priority patent/EP0724039A1/en
Priority to CA 2162231 priority patent/CA2162231A1/en
Priority to SG1995001758A priority patent/SG35027A1/en
Publication of JPH08199506A publication Critical patent/JPH08199506A/en
Application granted granted Critical
Publication of JP2633216B2 publication Critical patent/JP2633216B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/06Pavings made of prefabricated single units made of units with cement or like binders
    • E01C5/08Reinforced units with steel frames
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/24Methods or arrangements for preventing slipperiness or protecting against influences of the weather
    • E01C11/26Permanently installed heating or blowing devices ; Mounting thereof
    • E01C11/265Embedded electrical heating elements ; Mounting thereof
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/06Pavings made of prefabricated single units made of units with cement or like binders
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/123Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of stone, concrete or similar stony material
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00Paving elements
    • E01C2201/06Sets of paving elements
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00Paving elements
    • E01C2201/16Elements joined together
    • E01C2201/167Elements joined together by reinforcement or mesh

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

PURPOSE: To facilitate the execution of works, and to improve the efficiency of snow melting by forming a plurality of single body blocks made of concrete while shaping specified clearances between the adjacent single body blocks and burying heating materials into a plurality of the single body blocks while being crossed on the clearances among the blocks in a series. CONSTITUTION: A plurality of single body blocks 2 formed in a proper shape are arranged and molded at specified clearances while heating materials 3 are buried into each single body block 2 in a series as being crossed on the clearances between the adjacent single body blocks 2, thus constituting a continuously connected snow-melting paving material 1. Consequently, each single block 2 is joined and collected by the heating material 3 in the continuously connected snow-melting paving material 1, thus allowing carrying and laying under the state, in which the blocks 2 are collected. Accordingly, the term of works of snow-melting paving can be shortened, and the efficiency of snow melting can be improved.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、降雪地帯において、歩
道に雪が降り積もって歩行が困難となることを防止する
ため、歩道に布設して雪を融かすことができる連接合融
雪舗装材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a continuously joined snow melting pavement material which can be laid on a sidewalk to melt snow in order to prevent snow from falling on the sidewalk and making it difficult to walk in a snowfall area. It is.

【0002】[0002]

【従来技術】従来、降雪地帯において、歩道に雪が降り
積もって歩行が困難となることを防止するため、歩道内
に電熱材等からなる融雪設備を埋設して、歩道上に降っ
た雪を融かしていた。
2. Description of the Related Art Conventionally, in a snowfall area, in order to prevent walking on a sidewalk from becoming difficult, it is necessary to bury snow melting equipment made of electric heating material or the like in the sidewalk to melt the snow on the sidewalk. Was.

【0003】この従来の融雪舗装工法では、図7に示す
ように、まず、下部路床として厚さ約100mmの現場
打ちコンクリート50を打設し、この現場打ちコンクリ
ート50の上に電熱材51を配設して、電熱材51を被
覆するようにさらに厚さ約30mmの現場打ちコンクリ
ート52を打設し、上層の現場打ちコンクリート52上
に厚さ約60mmのブロック材53を一つずつ所望の間
隔で布設して固定し、各ブロック材の隙間に、砂等の目
地材を充填して歩道を形成していた。
In this conventional snow melting pavement method, as shown in FIG. 7, first, a cast-in-place concrete 50 having a thickness of about 100 mm is cast as a lower subgrade, and an electric heating material 51 is placed on the cast-in-place concrete 50. In place, a cast-in-place concrete 52 having a thickness of about 30 mm is further cast so as to cover the electric heating material 51, and a block material 53 having a thickness of about 60 mm is formed one by one on the cast-in-place concrete 52 of the upper layer. They were laid and fixed at intervals, and joints such as sand were filled in the gaps between the block materials to form sidewalks.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記し
た従来の融雪舗装工法では、上層の現場打ちコンクリー
ト52内に電熱材51を埋め込むとともに、この上層の
現場打ちコンクリート52上に、ブロック材53を一枚
ずつ並べなくてはならない。さらに、ブロック材53を
並べる際には、隣り合うブロック材53との目地間隔を
調整しながら且つ1つ1つのブロック材53を同じ高さ
で水平に布設する必要があり、大変に手間が掛かる作業
となっていた。また、ブロック材53の布設は、熟練技
術を要する作業であるため、ブロック工と呼ばれる熟練
技術者に頼らなければならなかった。このため、単位面
積当たりの工数が多く、工期が長く、費用も嵩むという
問題があった。
However, in the above-described conventional snow melting pavement method, the electric heating material 51 is embedded in the upper cast-in-place concrete 52, and the block material 53 is placed on the upper cast-in-place concrete 52. I have to arrange them one by one. Furthermore, when arranging the block members 53, it is necessary to lay each block member 53 horizontally at the same height while adjusting the joint interval between the adjacent block members 53, which is very troublesome. Had to work. In addition, since the installation of the block material 53 requires a skill, a skilled engineer called a block builder has to rely on the skilled worker. Therefore, there is a problem that the number of steps per unit area is large, the term of the process is long, and the cost is high.

【0005】また、降り積もった雪を融かすための電熱
材51は、上層の現場打ちコンクリート52内に埋設さ
れているため、歩道表面からかなり下方に位置してい
る。このため、歩道上に降った雪を融かすためには、上
層の現場打ちコンクリート52及びブロック材53を通
して熱を伝達しなくてはならず、多量の電力を必要と
し、融雪効率が悪いという問題もあった。
Further, since the electric heating material 51 for melting the accumulated snow is buried in the cast-in-place concrete 52 in the upper layer, it is located considerably below the sidewalk surface. For this reason, in order to melt snow falling on the sidewalk, heat must be transmitted through the upper cast-in-place concrete 52 and the block material 53, and a large amount of electric power is required, and the snow melting efficiency is poor. There was also.

【0006】そこで、本発明は、上記した従来の技術の
有する問題点に鑑み提案され、施工が容易であるととも
に、融雪効率に優れた連接合融雪舗装材を提供すること
を目的とする。
Accordingly, an object of the present invention is to provide a continuously joined snow melting pavement material which has been proposed in view of the above-mentioned problems of the prior art, is easy to construct, and has excellent snow melting efficiency.

【0007】[0007]

【課題を解決するための手段】本発明は上記目的を達成
するために提案されたもので、請求項1に記載の発明
は、コンクリート製の単体ブロックを隣り合う単体ブロ
ック間に所定の隙間を空けて複数形成するとともに、複
数の単体ブロック内に電熱材を、上記隙間を横断させな
がら一連に埋設したことを特徴とする。
DISCLOSURE OF THE INVENTION The present invention has been proposed to achieve the above object. According to the invention of claim 1, concrete unit blocks are provided with a predetermined gap between adjacent unit blocks. It is characterized in that a plurality of vacant spaces are formed and an electric heating material is embedded in a plurality of single blocks in series while crossing the gap.

【0008】請求項2に記載の発明は、請求項1に記載
の構成に加えて、単体ブロックの表面に浸透着色層を形
成したことを特徴とする。
The invention described in claim 2 is characterized in that, in addition to the structure described in claim 1, a permeation coloring layer is formed on the surface of the single block.

【0009】請求項3に記載の発明は、請求項1または
請求項2に記載の構成に加えて、隣り合う単体ブロック
間の隙間を横断するようにして連接部材を配置し、該連
接部材により隣り合う単体ブロックを互いに連接して単
体ブロック間に可撓性を付与したことを特徴とする。
According to a third aspect of the present invention, in addition to the structure of the first or second aspect, a connecting member is arranged so as to cross a gap between adjacent unit blocks, and the connecting member is used. It is characterized in that adjacent single blocks are connected to each other to provide flexibility between the single blocks.

【0010】請求項4記載の発明は、請求項3に記載の
構成に加えて、連接部材は可撓性材料から構成され、単
体ブロック内に埋設する部分に抜け防止部を備えたこと
を特徴とする。
According to a fourth aspect of the present invention, in addition to the structure according to the third aspect, the connecting member is made of a flexible material, and a pull-out preventing portion is provided in a portion embedded in the single block. And

【0011】請求項5記載の発明は、請求項3または請
求項4に記載の構成に加えて、連接部材は中空であり、
該中空部内に、隣り合う単体ブロック間を横断する電熱
材を挿通したことを特徴とする。
According to a fifth aspect of the invention, in addition to the structure of the third or fourth aspect, the connecting member is hollow,
An electric heating material that traverses between the adjacent single blocks is inserted into the hollow portion.

【0012】[0012]

【作用】上記した請求項1に記載した発明では、歩道上
層を構成する舗装材は、複数の単体ブロックが内部に埋
設されている電熱材によって隣りの単体ブロックと接合
されて集合化されている。したがって、この集合化した
状態で搬送したり、布設することが可能である。このた
め、熟練したブロック工でなくても容易に歩道の融雪舗
装を行うことができ、融雪舗装の工期を短縮することが
できるとともに、施工費用を節減することができる。
In the invention described in claim 1, the paving material constituting the upper layer of the sidewalk is assembled by joining the adjacent single blocks with the electric heating material having a plurality of single blocks embedded therein. . Therefore, it is possible to convey or lay in this assembled state. Therefore, it is possible to easily perform snow melting pavement on the sidewalk even without a skilled block worker, and it is possible to shorten the construction period of the snow melting pavement and reduce the construction cost.

【0013】また、電熱材から歩道表面までの距離が短
いので、電熱材で発生した熱が表面に伝達し易い。この
ため、省エネルギー化を促進できるとともに、速やかに
融雪を行うことができる。
Further, since the distance from the electric heating material to the sidewalk surface is short, the heat generated by the electric heating material is easily transferred to the surface. Therefore, energy saving can be promoted, and snow can be quickly melted.

【0014】また、請求項2に記載の発明では、浸透着
色層により歩道の装飾性を高めることができる。
According to the second aspect of the present invention, the decorativeness of the sidewalk can be enhanced by the permeation coloring layer.

【0015】また、請求項3に記載の発明では、連接部
材により隣り合う単体ブロック同士を連接するととも
に、連接部材自体が可撓性材料から構成されているの
で、舗装材が外力を受けた際に撓み易い。したがって、
途中が曲面になっている部分にも簡単に施工でき、且つ
路床に確実に馴染ませることができる。
Further, in the invention according to claim 3, since the adjacent single blocks are connected by the connecting member and the connecting member itself is made of a flexible material, when the paving material receives an external force. Easy to bend. Therefore,
It can be easily applied to the curved part of the way and can be surely fitted to the roadbed.

【0016】また、請求項4に記載の発明では、連接部
材は抜け防止部を有しているので、隣り合う連接部材同
士の連接をより確実にすることができる。
Further, in the invention according to the fourth aspect, since the connecting member has the slip-out preventing portion, the connecting between the adjacent connecting members can be made more reliable.

【0017】また、請求項5に記載の発明では、連接部
材内に電熱材を挿通しているので、この連接部材が電熱
材の保護材として機能する。したがって、外力を受けて
も電熱材の断線を防止することができる。
In the invention according to claim 5, since the electric heating material is inserted into the connecting member, the connecting member functions as a protective material for the electric heating material. Therefore, disconnection of the electric heating material can be prevented even when an external force is applied.

【0018】[0018]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1は本発明に係る連接合融雪舗装材の平面
図、図2は連接合舗装材を施工した歩道の断面図、図3
は連接部材の斜視図、図4は成形型枠の仕切り板の斜視
図、図5は連接部材の他の実施例の平面図、図6は図5
に示した連接部材の横断面図をそれぞれ示す。
An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a plan view of a continuous joining snow melting pavement material according to the present invention, FIG. 2 is a sectional view of a sidewalk where the continuous joining pavement material is constructed, and FIG.
4 is a perspective view of a connecting member, FIG. 4 is a perspective view of a partition plate of a forming mold, FIG. 5 is a plan view of another embodiment of the connecting member, and FIG.
2 shows cross-sectional views of the connecting member shown in FIG.

【0019】本発明に係る連接合融雪舗装材1は、適宜
な形状に形成した複数の単体ブロック2…を所定の隙間
を空けて並べて成型するとともに、各単体ブロック2内
には、隣り合う単体ブロック2,2間の上記隙間を横断
させながら電熱材3を一連に埋設してある。なお、電熱
材3は、本実施例では蛇行させて配設したが、一連であ
ればどのように配置してもよく、例えば渦巻状に配設し
てもよい。
The continuously-bonded snow melting pavement material 1 according to the present invention is formed by arranging a plurality of single blocks 2 ... Each having an appropriate shape with a predetermined gap therebetween, and each single block 2 has an adjacent single block. An electric heating material 3 is embedded in series while crossing the above gap between the blocks 2 and 2. In this embodiment, the electric heating material 3 is arranged in a meandering manner. However, the electric heating material 3 may be arranged in any form as long as it is a series, for example, may be arranged in a spiral shape.

【0020】この電熱材3は、例えば、防水性被覆を施
した電熱コイル3からなり、本実施例では、一連の電熱
コイル3を隣り合う単体ブロック2,2間の隙間を横断
するようにして、連接合融雪舗装材1の全体にわたって
配設してある。なお、電熱材3は通電して発熱するもの
であればどのようなものでもよく、例えばニクロム線、
シーズン線などでもよい。
The electric heating material 3 is composed of, for example, an electric heating coil 3 having a waterproof coating. In this embodiment, a series of electric heating coils 3 are arranged so as to traverse a gap between adjacent unit blocks 2 and 2. The snow-melting pavement material 1 is continuously connected. The electric heating material 3 may be any material as long as it generates heat when energized, for example, a nichrome wire,
It may be a season line.

【0021】また、電熱コイル3の端部は、他の連接合
融雪舗装材1に配設した電熱コイル3、あるいは電源と
接続するため、単体ブロック2の裏面に導出してある。
この電熱コイル3の端部は、電線をむき出しのままにし
てもよいが、電源等との接続を容易にするとともに、防
水性を高めて漏電を防止するため、防水性を備えたコネ
クタを取り付けることが好ましい。
The end portion of the electric heating coil 3 is led out to the back surface of the unit block 2 so as to be connected to the electric heating coil 3 arranged on another continuous joining snow melting pavement material 1 or a power source.
The end of the electric heating coil 3 may be left with the electric wire exposed, but a connector having a waterproof property is attached in order to facilitate connection with a power source or the like and to improve the waterproof property to prevent leakage. It is preferable.

【0022】隣り合う単体ブロック2,2は、上記した
電熱コイル3により連接合されるだけでもよいが、各単
体ブロック2,2間の連接合をさらに確実なものとする
ため、隣り合う各単体ブロック2間に、連接部材4…を
掛け渡して、単体ブロック2,2同士を連接部材4を介
して連接合するようにすることが好ましい。
The adjacent unit blocks 2 and 2 may be connected to each other only by the electrothermal coil 3 described above, but in order to further ensure the connection between the unit blocks 2 and 2, the adjacent unit blocks 2 and 2 are connected together. It is preferable that the connecting members 4 are spanned between the blocks 2 so that the single blocks 2 and 2 are connected and joined together via the connecting member 4.

【0023】この連接部材4は、図3に示すように、両
端または両端付近にフランジ状の抜け防止部5,5を少
なくとも一組備える棒状の部材である。また、連接部材
4のほぼ中央には、長手方向に中空の電熱コイル挿通孔
6を設けてもよい。この電熱コイル挿通孔6に電熱コイ
ル3を挿通することにより、単体ブロック2,2間の隙
間を横断する電熱コイル3を保護することができ、運搬
時の荷重等により電熱コイル3が折れ曲がって断線する
ことを防止できる。
As shown in FIG. 3, the connecting member 4 is a rod-shaped member having at least one pair of flange-shaped removal preventing portions 5 and 5 at or near both ends. Further, a hollow electric heating coil insertion hole 6 may be provided in the longitudinal direction substantially at the center of the connecting member 4. By inserting the electric heating coil 3 into the electric heating coil insertion hole 6, the electric heating coil 3 crossing the gap between the unit blocks 2 can be protected, and the electric heating coil 3 is bent and disconnected due to a load during transportation. Can be prevented.

【0024】また、この連接部材4は、各単体ブロック
2,2の間に適度な可撓性を与えるために、可撓性を有
するビニール等の合成樹脂、ゴム、あるいはアルミニウ
ム等の金属質の材質から構成してある。なお、上記した
抜け防止部5は、図示の実施例においては一組である
が、複数組設けてもよいし、形状を適宜に変更してもよ
い。また、単体ブロック2に埋設される部分にスポンジ
を被覆すると、成型後に連接部材4が単体ブロック2に
対して僅かに揺動可能(首振り可能)となり、抜け防止
部5の引っ掛かりによって連接部材4が単体ブロック2
から抜けてしまうこともない。したがって、単体ブロッ
ク2と連接部材4との角度が変化し易くなり、連接合ブ
ロック1全体として柔軟性が増大する。
The connecting member 4 is made of a flexible synthetic resin such as vinyl, rubber, or a metallic material such as aluminum so as to provide appropriate flexibility between the unit blocks 2 and 2. Composed of material. In addition, although the above-mentioned pull-out preventing portion 5 is one set in the illustrated embodiment, a plurality of sets may be provided or the shape may be changed appropriately. Further, when the sponge is coated on the portion embedded in the single block 2, the connecting member 4 becomes slightly swingable (swingable) with respect to the single block 2 after molding. Is a single block 2
It doesn't get out of the way. Therefore, the angle between the single block 2 and the connecting member 4 is easily changed, and the flexibility of the continuous connecting block 1 as a whole is increased.

【0025】図5および図6に基づいて、連接部材の他
の実施例を説明する。この連接部材7は、上部に長手方
向の開口部8を設けるとともに、内部には開口部8に連
接する電熱コイル挿通溝9を設けた長尺部材である。ま
た、外周には、鍔状の抜け防止部10を複数枚間隔を少
しずつあけて形成してある。この連接部材7は、上記し
た連接部材4と同様に、可撓性を有するビニール等の合
成樹脂、ゴム、あるいはアルミニウム等の金属質の材質
から構成する。
Another embodiment of the connecting member will be described with reference to FIGS. 5 and 6. The connecting member 7 is an elongated member provided with a longitudinal opening 8 at an upper portion and an electric heating coil insertion groove 9 connected to the opening 8 inside. Further, on the outer periphery, a plurality of flange-shaped detachment preventing portions 10 are formed with a small interval therebetween. The connecting member 7 is made of a flexible synthetic resin such as vinyl, rubber, or a metallic material such as aluminum, similarly to the connecting member 4 described above.

【0026】上記した各単体ブロック2は、砂とセメン
ト及び若干の水、ならびに必要に応じて配合する結合剤
等を、型枠に充填して加圧することにより締め固め、直
ちに脱型するいわゆる即脱工法によって成型する。ま
た、単体ブロック2の表面(上面)には、適宜な色彩あ
るいは模様を有する着色層10を形成する。この着色層
10は、型枠の内側に予め着色液を塗布しておき、充填
したコンクリートに上記着色顔料を浸透させて、表面部
分に着色するいわゆる浸透着色工法を利用することが望
ましい。
Each of the above-mentioned individual blocks 2 is a so-called prompt mold which is immediately released from the mold by filling the mold with sand, cement, a little water, and a binder, which is mixed if necessary, and compressing it. Mold by the deconstruction method. A colored layer 10 having an appropriate color or pattern is formed on the surface (upper surface) of the single block 2. It is desirable to use a so-called permeation coloring method in which a coloring liquid is applied to the inside of a mold in advance, and the coloring pigment is penetrated into the filled concrete to color the surface portion.

【0027】さらに、型枠には実際の石から型取りした
り、あるいは石を模した適宜な凹凸を設けて、脱型した
単体ブロック2の表面に上記浸透着色と相俟って天然石
の有する地肌が形成されるようしてもよい。
Further, the mold is formed from an actual stone or provided with appropriate irregularities imitating a stone, and the surface of the demolded unit block 2 has natural stone in combination with the above-mentioned permeation coloring. A background may be formed.

【0028】上記した連接合融雪舗装材1は、各単体ブ
ロック2が所定の隙間を空けてモザイク状に配設されて
おり、さらに、各連接合融雪舗装材1の外側部は、他の
連接合融雪舗装材1とモザイク状に組み合わせるため、
凹凸の相補形状に形成してある。
In the above-mentioned continuous snow-melting pavement material 1, each single block 2 is arranged in a mosaic pattern with a predetermined gap, and the outer side of each continuous snow-melting pavement material 1 is connected to another continuous snow-melting pavement material. Because it is combined with the fused snow pavement material 1 in a mosaic pattern,
It is formed in a complementary shape with irregularities.

【0029】上記した連接合融雪舗装材1を成型するに
は、型枠内に仕切板11を設けて単体ブロック2を成形
するための凹部を適宜な形状で形成する。そして、連接
部材を使用して隣り合う単体ブロック2,2を接合する
場合には、図4に示すように、仕切板11の所望個所
に、連接部材4(7)を装着する溝状の連接部材装着部
12を形成し、連接部材を使用しない場合には、仕切板
11に電熱コイル3を通す小さな溝を形成する。なお、
連接部材装着部12は、連接部材4(7)が単体ブロッ
ク2間の隙間を横断して隣り合う単体ブロック2,2を
接合するので、仕切板11を横切る状態で形成する。電
熱コイル挿通用の溝も同様である。
In order to mold the above-mentioned continuous-joining snow melting pavement material 1, a partition plate 11 is provided in the frame to form a recess for molding the unit block 2 in an appropriate shape. When the adjacent unit blocks 2 and 2 are joined by using the connecting member, as shown in FIG. 4, a groove-like connecting member for mounting the connecting member 4 (7) at a desired position of the partition plate 11 is provided. When the member mounting portion 12 is formed and the connecting member is not used, the partition plate 11 is formed with a small groove through which the electric heating coil 3 is inserted. In addition,
The connecting member mounting portion 12 is formed so as to cross the partition plate 11 because the connecting member 4 (7) crosses the gap between the single blocks 2 and joins the adjacent single blocks 2 and 2. The same applies to the groove for inserting the electric heating coil.

【0030】また、型枠は、作業者が手で運べる大き
さ、重さになるように、出来上り寸法が例えば900m
m×600mm程度になるような内法寸法に設定するこ
とが望ましい。そして、上記仕切板11の位置が各単体
ブロック2の隙間、即ち目地13の部分となるので、こ
の仕切板1の厚みは、例えば5mm程度とする。
Further, the finished form of the formwork is, for example, 900 m so that the size and weight can be carried by an operator by hand.
It is desirable to set the inner dimension to be about mx 600 mm. Since the position of the partition plate 11 is a gap between the individual blocks 2, that is, the joint 13, the thickness of the partition plate 1 is, for example, about 5 mm.

【0031】また、上記型枠内、即ち仕切板11により
区画した凹部の底面には、前記したように単体ブロック
2の表面に浸透着色層10を形成するための複合顔料液
を塗布しておく。
Further, as described above, the composite pigment liquid for forming the permeation coloring layer 10 on the surface of the single block 2 is applied to the inside of the mold, that is, the bottom surface of the recess defined by the partition plate 11. .

【0032】そして、連接部材を使用しないで電熱コイ
ル3によって単体ブロック2,2を接合する場合には電
熱コイル挿通用溝内に電熱コイル3を通し、また、連接
部材を使用する場合には予め電熱コイル挿通孔6内に電
熱コイル3を挿通した連接部材4を型枠に装着したり、
型枠に装着した連接部材7の電熱コイル挿通溝9内に電
熱コイル3を挿通したり、あるいは、型枠に連接部材4
(7)を装着するとともに連接部材4(7)とは別個に
電熱コイル3を配設したりした後、セメントや砂等を配
合して調製した原材料を型枠の凹部内に充填し、上型枠
で加圧するとともに震動を加えて締め固め、次いで脱型
する。
When the unit blocks 2 and 2 are joined by the electric heating coil 3 without using the connecting member, the electric heating coil 3 is passed through the groove for inserting the electric heating coil, and when the connecting member is used, it is beforehand prepared. The connecting member 4 in which the electric heating coil 3 is inserted into the electric heating coil insertion hole 6 is attached to the mold,
The electrothermal coil 3 is inserted into the electrothermal coil insertion groove 9 of the connecting member 7 mounted on the mold, or the connecting member 4 is attached to the mold.
After mounting (7) and disposing the electric heating coil 3 separately from the connecting member 4 (7), the raw material prepared by mixing cement, sand or the like is filled in the concave portion of the form, Press the mold and apply vibration to compact it, and then demold.

【0033】この様に、即脱工法を利用すると、短時間
でほぼ矩形の規格化された連接合融雪舗装材1が出来上
がり、この連接合融雪舗装材1は、複数の単体ブロック
2…が集合して構成され、各単体ブロック2は連接部材
4あるいは電熱コイル3によって互いに接合されてい
る。
As described above, by using the immediate demolition method, a substantially rectangular standardized continuous-joint snow melting pavement material 1 is completed in a short time, and the continuous-joint snow melting pavement material 1 is composed of a plurality of single blocks 2 ... The individual blocks 2 are joined together by a connecting member 4 or an electric heating coil 3.

【0034】しかも、各単体ブロック2の表層部分に
は、顔料が浸透して着色層10が形成されている。した
がって、顔料を調整することによって、各単体ブロック
2の色相を変えたり、単一の単体ブロック2内でぼかし
効果を加えることができ、より天然石に近い単体ブロッ
ク2を創出することが可能である。また、上記のような
浸透着色による場合は、顔料が表層部分にのみ浸透する
ので、顔料の節約にも役立つ。
Furthermore, the pigment penetrates into the surface layer portion of each single block 2 to form the coloring layer 10. Therefore, by adjusting the pigment, the hue of each single block 2 can be changed, or a blurring effect can be added within a single single block 2, and a single block 2 closer to natural stone can be created. . Further, in the case of permeation coloring as described above, the pigment permeates only the surface layer portion, which is also useful for saving the pigment.

【0035】上記した連接合融雪舗装材1は、外側部を
相補形状に形成してあるが、連接合融雪舗装材1の外側
部の形状はこれに限られず、外側部に位置する単体ブロ
ック2の外縁をほぼ直線として全体をほぼ矩形に形成し
てもよいし、外側部の一辺あるいは直行する二辺を直線
として形成してもよい。このように、外側部の一辺ある
いは直行する二辺を直線として形成した連接合融雪舗装
材1は、歩道の縁部あるいは隅部に布設するのに適して
いる。
The above-mentioned continuous-joining snow melting pavement material 1 has an outer portion formed in a complementary shape, but the shape of the outer portion of the continuous-joining snow melting pavement material 1 is not limited to this, and a single block 2 located at the outer portion. The outer edge may be formed as a substantially straight line and the whole shape may be formed as a substantially rectangular shape, or one side or two orthogonal sides of the outer side may be formed as a straight line. As described above, the continuously joined snow-melting pavement material 1 in which one side or two orthogonal sides is formed as a straight line is suitable for laying at the edge or corner of the sidewalk.

【0036】次に、上記のようにして形成した本発明に
係る連接合融雪舗装材1を用いて歩道を舗装する手順
を、図2に基づいて説明する。先ず、厚さ約100mm
のコンクリートを打設して路床14を形成し、この路床
14の上面に、本発明に係る連接合融雪舗装材1を布設
して、路床14の現場打ちコンクリートで固定する。そ
して、電熱コイル3の端部を電源に接続したり、あるい
は隣り合う連接合融雪舗装材1に配設した電熱コイル3
の端部と接続したりして、電熱コイル3へ電源が供給で
きるように結線する。なお、電源となる電源箱は歩道上
に所定間隔で複数設置してあり、これらの電源箱から地
中に電源系配線を出して連接合融雪舗装材1の電熱コイ
ル3に結線する。
Next, a procedure for paving a sidewalk using the continuously-bonded snow melting pavement material 1 according to the present invention formed as described above will be described with reference to FIG. First, about 100mm thick
Is cast to form a subgrade 14, and the continuously joined snow melting pavement material 1 according to the present invention is laid on the upper surface of the subgrade 14, and is fixed with the cast-in-place concrete of the subgrade 14. Then, the end of the electric heating coil 3 is connected to a power source, or the electric heating coil 3 disposed on the adjacent joined snow melting pavement 1 is connected.
The electric heating coil 3 is connected to the end portion thereof so that power can be supplied to the electric heating coil 3. A plurality of power supply boxes serving as power supplies are installed at predetermined intervals on the sidewalk, and a power supply system wiring is drawn out of the power supply box into the ground and connected to the electric heating coil 3 of the continuously joined snow melting pavement material 1.

【0037】この連接合融雪舗装材1は、隣り合う連接
合融雪舗装材1,1同士がモザイク状に噛み合うような
相補形状に形成してあるので、布設作業は単に連接合融
雪舗装材1…を並べて載置すればよく、施工作業が極め
て容易である。しかも、本発明に係る連接合融雪舗装材
1は、縦横900mm×600mm、厚さ60mm程度
に形成した場合には、重量が70kg弱なので、二人の
作業員によって充分に取り扱い可能であり、搬送機械等
を必要としない。
Since the continuous-joint snow melting pavement material 1 is formed in a complementary shape such that the adjacent continuous-joint snow melting pavement materials 1 and 1 mesh with each other in a mosaic shape, the laying work is simply performed by the continuous-joint snow melting pavement material 1 ... They can be placed side by side, and construction work is extremely easy. In addition, when the continuous-joined snow-melting pavement material 1 according to the present invention is formed to a length and width of about 900 mm × 600 mm and a thickness of about 60 mm, the weight is less than 70 kg, so that it can be sufficiently handled by two workers and transported. No machinery is required.

【0038】上記のようにして連接合融雪舗装材1を路
床14上に固定したら、隣接する連接合融雪舗装材1,
1の間及び当該連接合融雪舗装材1を構成する各単体ブ
ロック2,2の隙間(目地13)に砂を充填すれば、歩
道の融雪舗装は完了する。なお、歩道には車道との間を
傾斜面にする場合があり、この傾斜面と平坦な部分との
境目は変曲面となるが、本発明に係る連接合融雪舗装材
1では単体ブロック2,2間に可撓性を付与して撓むよ
うに構成してあるので、上記変曲面の彎曲具合に沿って
撓ませることができる。したがって、平坦面に限らず彎
曲した面であっても容易に融雪舗装を施すことができ
る。
When the continuous-joining snow melting pavement material 1 is fixed on the roadbed 14 as described above, the adjacent continuous-joining snow melting pavement material 1,
1 and the gaps (joints 13) between the individual blocks 2 and 2 constituting the continuous joined snow melting pavement 1 are filled with sand to complete the snow melting pavement on the sidewalk. In addition, the sidewalk may be an inclined surface between the roadway and the boundary between the inclined surface and a flat portion is a curved surface. However, in the continuously-joined snow melting pavement material 1 according to the present invention, the single block 2, Since it is configured to give flexibility between the two and to bend, it is possible to bend along the curved state of the curved surface. Therefore, snow melting pavement can be easily applied not only to a flat surface but also to a curved surface.

【0039】上記のようにして本発明に係る連接合融雪
舗装材1を布設した歩道は、表面が天然石と変わらない
外観を備えているので、天然石を使用することなく、天
然石様のブロックを提供可能であるので、自然石の採掘
による自然破壊を防ぐとともに、自然に近い環境を提供
可能であり、時代の要求に答えることができる。
The sidewalk provided with the continuous-joining snow melting pavement material 1 according to the present invention as described above has an appearance similar to that of natural stone, so that a natural stone-like block is provided without using natural stone. Since it is possible, it is possible to prevent the destruction of nature due to the mining of natural stone and provide an environment close to nature, and it is possible to meet the demands of the times.

【0040】また、上記のような連接合融雪舗装材1に
よれば、施工時に、従来のように小さなブロックを一つ
一つ隙間(目地13)を調整しながら布設する必要はな
い。したがって、手間が掛からず、しかも特殊な熟練技
術を必要としないので、一般作業員でも布設可能であっ
て、工期の短縮とコストの削減が可能である。
In addition, according to the above-described continuous-joining snow melting pavement material 1, it is not necessary to lay small blocks one by one at the time of construction while adjusting the gaps (joints 13) one by one as in the conventional case. Therefore, since no labor is required and no special skill is required, it is possible to lay it even by ordinary workers, and it is possible to shorten the construction period and reduce the cost.

【0041】なお、上記した実施例ではコンクリートを
打設して形成した路床14上に直接連接合舗装材1を布
設したが、公園の歩道など大きな荷重が掛からない歩道
等においては、栗石等を布設して形成した路床上に砂や
小石を布設して調整層を形成し、この調整層上に連接合
舗装材1を布設してもよい。
In the above-mentioned embodiment, the directly-joined pavement material 1 is laid on the roadbed 14 formed by pouring concrete. However, in sidewalks such as park sidewalks where a large load is not applied, stones, etc. It is also possible to lay sand or pebbles on the roadbed formed by laying to form an adjustment layer, and lay the continuous-joining pavement material 1 on this adjustment layer.

【0042】[0042]

【発明の効果】本発明は、上記した構成からなるので、
以下に説明するような作用を奏する。請求項1記載の発
明では、複数のコンクリート製単体ブロックを、隣り合
う単体ブロック間に所定の隙間を空けて形成するととも
に、複数の単体ブロック内に電熱材を上記隙間を横断さ
せながら埋設したので、隣り合う単体ブロックは電熱材
によって接合されている。したがって、複数の単体ブロ
ックを一つずつ布設する必要がないので、施工が容易で
あり、熟練技術も必要ない。このため、熟練したブロッ
ク工でなくても容易に歩道の融雪舗装を行うことがで
き、融雪舗装の工期を短縮することができるとともに、
施工費用を節減することができる。
Since the present invention has the above-mentioned constitution,
The following actions are achieved. According to the invention of claim 1, a plurality of concrete unit blocks are formed with a predetermined gap between adjacent unit blocks, and the electric heating material is embedded in the plurality of unit blocks while crossing the gap. , The adjacent unit blocks are joined by an electric heating material. Therefore, since it is not necessary to lay a plurality of single blocks one by one, the construction is easy and no skill is required. Therefore, it is possible to easily perform the snow melting pavement on the sidewalk even if it is not a skilled block work, and it is possible to shorten the construction period of the snow melting pavement.
The construction cost can be reduced.

【0043】また、単体ブロック内に直接電熱材を埋設
してあるので、電熱材から歩道表面までの距離が短かく
なり、熱伝導効率が高まり、省エネルギー化を促進でき
るとともに、速やかに融雪を行うことができる。
Further, since the electric heating material is directly embedded in the single block, the distance from the electric heating material to the sidewalk surface is shortened, the heat transfer efficiency is improved, energy saving can be promoted, and the snow is quickly melted. be able to.

【0044】また、請求項2に記載の発明では、単体ブ
ロックの表面に浸透着色層を形成したので、舗装面の美
観が向上するばかりでなく、表面が摩耗しても着色が確
実に残り体裁を損なうことがない。また、高価な顔料を
使用しても、全体を着色する必要がないので経済的であ
る。
According to the second aspect of the present invention, since the permeation coloring layer is formed on the surface of the single block, not only the appearance of the paved surface is improved, but also the surface is worn, and the coloring is surely left. Will not hurt. Further, even if an expensive pigment is used, it is not necessary to color the whole, which is economical.

【0045】また、請求項3に記載の発明では、連接部
材により隣り合う単体ブロック同士を連接するととも
に、連接部材自体が可撓性材料から構成されている。し
たがって、舗装材が外力を受けた際に撓みやすく、途中
が曲面になっている部分にも簡単に施工でき、且つ路床
に確実に馴染ませることができる。
According to the third aspect of the invention, the adjacent single blocks are connected by the connecting member, and the connecting member itself is made of a flexible material. Therefore, when the pavement material receives an external force, the pavement material is likely to bend, and the pavement material can be easily installed even on a curved portion in the middle and can be surely fitted to the roadbed.

【0046】また、請求項4に記載の発明では、連接部
材が抜け防止部を有しているので、隣り合う連接部材同
士の連接をより確実にすることができ、搬送時等に単体
ブロックを引き離すような外力がかかったとしても、単
体ブロックが分離することがない。
Further, in the invention as set forth in claim 4, since the connecting member has the slip-out preventing portion, the connecting between the adjacent connecting members can be made more reliable, and the single block can be carried out during transportation. Even if an external force such as pulling apart is applied, the single block does not separate.

【0047】また、請求項5に記載の発明では、連接部
材を中空に構成し、この中空部内に電熱材を挿通してい
る。したがって、舗装材内への電熱材の埋設が容易にな
る。また、搬送時等に単体ブロックを引き離すような外
力がかかったり大きく屈曲させる外力が作用しても、電
熱材は連接部材により保護されているので、電熱材が断
線することがない。また、布設後においても連接部材が
電熱材を保護するので、耐久性が向上する。
Further, in the invention according to claim 5, the connecting member is hollow, and the electric heating material is inserted into the hollow portion. Therefore, it becomes easy to bury the electric heating material in the paving material. Further, even if an external force that separates the single block is applied or an external force that greatly bends acts during transportation, the electric heating material is protected by the connecting member, so that the electric heating material does not break. Moreover, since the connecting member protects the electric heating material even after the installation, the durability is improved.

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

【図1】本発明に係る連接合融雪舗装材の平面図であ
る。
FIG. 1 is a plan view of a continuous joining snow melting pavement material according to the present invention.

【図2】本発明に係る連接合融雪舗装材を布設した歩道
の断面図である。
FIG. 2 is a cross-sectional view of a sidewalk provided with a continuous-joining snow melting pavement material according to the present invention.

【図3】隣接する単体ブロックを互いに結合する連接部
材の斜視図である。
FIG. 3 is a perspective view of a connecting member that connects adjacent unit blocks to each other.

【図4】型枠の仕切板の一部を示す斜視図である。FIG. 4 is a perspective view showing a part of a partition plate of the formwork.

【図5】隣接する単体ブロックを互いに結合する連接部
材の他の実施例を示す平面図である。
FIG. 5 is a plan view showing another embodiment of a connecting member for connecting adjacent unit blocks to each other.

【図6】図5に示した連接部材の断面図である。FIG. 6 is a sectional view of the connecting member shown in FIG. 5;

【図7】従来の融雪舗装工法を施した歩道の断面図であ
る。
FIG. 7 is a cross-sectional view of a sidewalk subjected to a conventional snow melting pavement construction method.

【符号の説明】[Explanation of symbols]

1 連接合融雪舗装材 2 単体ブロック 3 電熱材(電熱コイル) 4 連接部材 5 抜け防止部 6 電熱コイル挿通孔 7 連接部材(他の実施例) 8 開口部 9 電熱コイル挿通溝 10 着色層 11 仕切板 12 連接部材装着部 13 目地 14 路床 50 下部現場打ちコンクリート 51 電熱材 52 上部現場打ちコンクリート 53 ブロック材 DESCRIPTION OF SYMBOLS 1 Continuous joining snow melting pavement material 2 Single block 3 Electric heating material (electric heating coil) 4 Connecting member 5 Detachment prevention part 6 Electric heating coil insertion hole 7 Connecting member (other examples) 8 Opening 9 Electric heating coil insertion groove 10 Coloring layer 11 Partition Plate 12 Connecting member mounting part 13 Joint 14 Subgrade 50 Lower cast-in-place concrete 51 Electric heating material 52 Upper cast-in-place concrete 53 Block material

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート製の単体ブロックを隣り合
う単体ブロック間に所定の隙間を空けて複数形成すると
ともに、複数の単体ブロック内に電熱材を、上記隙間を
横断させながら一連に埋設したことを特徴とする連接合
融雪舗装材。
1. A concrete single block is formed with a predetermined gap between adjacent single blocks, and an electric heating material is embedded in the plural single blocks in series while crossing the gap. A feature of the jointed snow melting pavement material.
【請求項2】 単体ブロックの表面に浸透着色層を形成
したことを特徴とする請求項1記載の連接合融雪舗装
材。
2. The continuous-joining snow melting pavement material according to claim 1, wherein a permeation coloring layer is formed on the surface of the single block.
【請求項3】 隣り合う単体ブロック間の隙間を横断す
るようにして連接部材を配置し、該連接部材により隣り
合う単体ブロックを互いに連接して単体ブロック間に可
撓性を付与したことを特徴とする請求項1または請求項
2記載の連接合融雪舗装材。
3. A connecting member is arranged so as to cross a gap between adjacent single blocks, and adjacent single blocks are connected to each other by the connecting member to provide flexibility between the single blocks. The continuous-joining snow melting pavement material according to claim 1 or 2.
【請求項4】 連接部材は可撓性材料から構成され、単
体ブロック内に埋設する部分に抜け防止部を備えたこと
を特徴とする請求項3記載の連接合融雪舗装材。
4. The continuously-melting snow melting pavement material according to claim 3, wherein the connecting member is made of a flexible material, and a pull-out preventing portion is provided in a portion embedded in the single block.
【請求項5】 連接部材は中空であり、該中空部内に、
隣り合う単体ブロック間を横断する電熱材を挿通したこ
とを特徴とする請求項3または請求項4記載の連接合融
雪舗装材。
5. The connecting member is hollow, and in the hollow portion,
The continuous melting snow melting pavement material according to claim 3 or 4, wherein an electric heating material that traverses between the adjacent single blocks is inserted.
JP7027748A 1994-05-09 1995-01-25 Continuously joined snow melting pavement material Expired - Lifetime JP2633216B2 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP7027748A JP2633216B2 (en) 1995-01-25 1995-01-25 Continuously joined snow melting pavement material
KR2019950004650U KR200151114Y1 (en) 1994-05-09 1995-03-17 Continuously jointed layout block
EP95307742A EP0724039A1 (en) 1995-01-25 1995-10-31 Connective paving block
CA 2162231 CA2162231A1 (en) 1995-01-25 1995-11-06 Connective paving block
SG1995001758A SG35027A1 (en) 1995-01-25 1995-11-08 Connective paving block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7027748A JP2633216B2 (en) 1995-01-25 1995-01-25 Continuously joined snow melting pavement material

Publications (2)

Publication Number Publication Date
JPH08199506A true JPH08199506A (en) 1996-08-06
JP2633216B2 JP2633216B2 (en) 1997-07-23

Family

ID=12229659

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7027748A Expired - Lifetime JP2633216B2 (en) 1994-05-09 1995-01-25 Continuously joined snow melting pavement material

Country Status (3)

Country Link
EP (1) EP0724039A1 (en)
JP (1) JP2633216B2 (en)
CA (1) CA2162231A1 (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5988942A (en) * 1996-11-12 1999-11-23 Stewart Trustees Limited Erosion control system
AU716169C (en) * 1999-10-22 2002-08-29 John Francis Tindale Paving system
US7484910B2 (en) * 2006-04-07 2009-02-03 Donaldson Company, Inc. Walkway stones sets; and, methods
US7850393B2 (en) * 2006-12-15 2010-12-14 Transpavé Inc. Dry-cast concrete block
ES2337535B1 (en) * 2007-04-20 2011-03-01 Francisco Lopez Hinojosa "SYSTEM FOR THE FORMATION OF ARTIFICIAL SOILS".
ITAL20110007A1 (en) * 2011-07-27 2013-01-28 Umberto Pollastri MAGICHOTILE
GB2494402B (en) * 2011-09-06 2017-09-06 Carrick John Apparatus and method for constructing a road
AU2014306359A1 (en) * 2013-08-16 2016-03-17 Robertsons Building Products Pty Ltd Connector
CN108589461B (en) * 2018-01-04 2020-06-30 温州市九成建设工程有限公司 Hollow model and garden road construction process applying same
CN109554981A (en) * 2019-01-16 2019-04-02 贵州中昇东浩科技有限公司 A kind of structure and its construction method of prefabricated road shoulder
AU2020104137C4 (en) * 2019-11-11 2023-03-16 Tracey Omaji Rock Armour Sheets And Methods Of Its Manufacture

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6130979A (en) * 1984-07-18 1986-02-13 Toshiba Corp Speed controller of motor
JPH01223202A (en) * 1988-03-02 1989-09-06 Sudou Katsuko Heating block
JPH04136352A (en) * 1990-09-26 1992-05-11 Mitsubishi Materials Corp Colored block and manufacture thereof

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1811572A1 (en) * 1968-11-28 1970-06-18 Rudolf Hartmann Concrete flooring slab and fasteners for it
DE2812753A1 (en) * 1978-03-23 1979-10-04 Sf Vollverbundstein LAYING UNIT MADE OF CONCRETE PAVING STONES
DE3014522A1 (en) * 1980-04-16 1981-10-22 Wolfgang 2000 Hamburg Neubauer Demountable sports ground covering slab assembly - has reinforcing wire ends detachably fastened to common slab connectors
DE3228308A1 (en) * 1982-07-29 1984-02-02 Heinz 2120 Lüneburg Krebber Articulated concrete slab composed of small parts joined together in parallel
KR870009969A (en) * 1986-04-14 1987-11-30 조유형 · 이용범 Granite Coloring Method
FR2610955A1 (en) * 1987-02-13 1988-08-19 Lecloux Robert Method for producing roadways to be unrolled on the ground and track element for its implementation
CN1059327A (en) * 1991-08-12 1992-03-11 地方国营潮州市彩釉砖厂 Color permeation production technique of unglazed tile
US5282692A (en) * 1992-07-14 1994-02-01 Mcleod Warren H Assembly of articulated members for forming a surface

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6130979A (en) * 1984-07-18 1986-02-13 Toshiba Corp Speed controller of motor
JPH01223202A (en) * 1988-03-02 1989-09-06 Sudou Katsuko Heating block
JPH04136352A (en) * 1990-09-26 1992-05-11 Mitsubishi Materials Corp Colored block and manufacture thereof

Also Published As

Publication number Publication date
CA2162231A1 (en) 1996-07-26
JP2633216B2 (en) 1997-07-23
EP0724039A1 (en) 1996-07-31

Similar Documents

Publication Publication Date Title
US7425106B2 (en) Concrete pavers positioned in a herringbone pattern
US4769191A (en) Monolithic surface ornamentation of pre-cast reinforced concrete wall
JP2633216B2 (en) Continuously joined snow melting pavement material
CN1034602A (en) The mould that is used for constructing pavement boards
CN110284389B (en) Asphalt pavement and construction method thereof
US4850739A (en) Method and apparatus for constructing an articulated pavement system
CN110700121B (en) Road and bridge crack repairing and fixing structure
JP2581316B2 (en) Precast concrete pavement for road heating
US20100098489A1 (en) Preformed screed system
KR200151114Y1 (en) Continuously jointed layout block
EP0039555B1 (en) Roadway paving
CN210287998U (en) Road surface repaired regeneration asphalt structure
JPH11181712A (en) Boundary block for road and work execution structure of road boundary part
JPH0248484Y2 (en)
EP1845194B1 (en) Modular member for manufacturing raised walking or road planes and process for laying such modular member
JP2568159B2 (en) Connection block for installation
JPS6124562Y2 (en)
JPH0949202A (en) Decorative board
JP2859139B2 (en) Construction structure of pedestrian road boundary block and pedestrian road boundary
WO2002042561A2 (en) Permeable paver
JPH10331107A (en) Method for constructing stone pavement and stone block unit
JP3097614U (en) Braille blocks
JP2936307B2 (en) New road surface and new road surface laying method
JP3024532U (en) Concrete apron block for road construction
CN110158643B (en) Construction process for building block stone retaining wall structure