JPH1113002A - Pavement equipment and material for cold district - Google Patents

Pavement equipment and material for cold district

Info

Publication number
JPH1113002A
JPH1113002A JP17230697A JP17230697A JPH1113002A JP H1113002 A JPH1113002 A JP H1113002A JP 17230697 A JP17230697 A JP 17230697A JP 17230697 A JP17230697 A JP 17230697A JP H1113002 A JPH1113002 A JP H1113002A
Authority
JP
Japan
Prior art keywords
pavement
materials
heating devices
heat insulating
paving materials
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
JP17230697A
Other languages
Japanese (ja)
Inventor
Hirofumi Fujimoto
浩文 藤本
Mikio Sasaki
幹雄 佐々木
Yojiro Inoue
洋二郎 井上
Kosei Honma
更生 本間
Shintaro Tada
伸太郎 多田
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.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP17230697A priority Critical patent/JPH1113002A/en
Publication of JPH1113002A publication Critical patent/JPH1113002A/en
Pending legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

PROBLEM TO BE SOLVED: To minimize the work at a construction site, shorten the construction period, reduce the construction cost, and install and ice/snow melting facility on an underground buried object by spreading paving materials in a frame body, and burying heating devices below the paving materials. SOLUTION: A heat insulating material 3 made of sand or foam styrol is stored in a shallow box-like frame body 2 made of a ductile cast iron or steel sheet. Tiles 4 serving as paving materials are firmly spread on the heat insulating material 3. Heating devices are provided below the paving materials. The heating devices are constituted of hot water pipes 5 penetrating both ends in the longitudinal direction of the frame body 2 through the heat insulating material 3. Pavement equipment and materials 1 are temporarily lifted and removed for the repair, inspection, or replacement work of an underground buried object and various pipes after the pavement is completed, the pavement materials 1 are again installed at the original position after the required work is completed, and it can be easily and efficiently recovered in a short time. When the pavement materials 1 are used on a footpath in a cold district, the snow accumulated on the paving materials can be melted by the heating devices.

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】本発明は、寒冷地例えば降雪
量の多い地域の道路(横断歩道)、駐車場、遊歩道、公
園広場、工場敷地などの各種敷地内等に敷設するのに最
適な発熱装置を備えた寒冷地用舗装機材に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a heat source which is most suitable for laying in various premises such as roads (crosswalks), parking lots, promenades, park squares, factory premises, etc. in cold regions, for example, areas with a lot of snowfall. The present invention relates to a pavement device for a cold region provided with a device.

【0002】[0002]

【従来の技術】従来、降雪量の多い地方では、道路等に
融氷雪設備が設けられている。この融氷雪設備を施工す
る場合、設備敷設地全体を面状に掘削し、砂利を敷きつ
め、突き固めを行なって面一に均らしてから、砂利の上
に融氷雪用の熱水管や電熱線等の発熱体を置き、その上
にアスファルト舗装を行なうか、レンガ・タイル・偏平
石等を1枚ずつ敷きつめて舗装を行なっている。
2. Description of the Related Art Conventionally, in regions where the amount of snowfall is large, ice melting snow facilities are provided on roads and the like. When installing this melting ice and snow equipment, excavate the entire area where the equipment is laid in a plane, spread the gravel, tamping and leveling it, and then place the hot water pipes and heating wires for melting ice and snow on the gravel. A heating element such as the above is placed, and asphalt pavement is performed thereon, or bricks, tiles, slabs, etc. are laid one by one to perform paving.

【0003】[0003]

【発明が解決しようとする課題】ところで、上記従来技
術では、レンガ・タイル等の敷設工事は、熟練を要し、
施工期間が長いうえ、施工コストが高いという問題があ
る。そして、地下に埋設物や上・下水道管、ガス管など
が埋設されている路上には、これらの埋設物の補修・取
替等の必要性から度々堀り返されて再び復旧されること
が多いため、融氷雪設備を敷設できない。
However, in the above prior art, the laying work of bricks and tiles requires skill,
There is a problem that the construction period is long and the construction cost is high. On the roads where buried objects, water and sewer pipes, gas pipes, etc. are buried underground, it is often necessary to repair and replace these buried objects, so that they can be rebuilt and restored again. Because of the large number, it is not possible to lay snow melting equipment.

【0004】本発明は、上述のような実状に鑑みてなさ
れたもので、その目的とするところは、工事現場での作
業を極力少なくし、工期の短縮及び工費の削減ができ、
しかも、地下埋設物の上部にも融氷雪設備を敷設可能な
寒冷地用舗装機材を提供するにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and has as its object to minimize the work on a construction site, shorten the construction period, and reduce the construction cost.
Moreover, it is an object of the present invention to provide a pavement device for a cold region in which ice melting snow equipment can be laid above an underground buried object.

【0005】[0005]

【課題を解決するための手段】本発明では、上記目的を
達成するために、次の技術的手段を講じた。即ち、本発
明の特徴とするところは、枠体と、該枠体に敷かれた敷
材と、該敷材の下面側に埋設された発熱装置とからなる
点にある。本発明によれば、舗装機材は、工場等で適度
の大きさにかつ工事現場での作業を極力少なくできるよ
うに製作され、天候に左右されることなく事前に準備さ
れ、現場施工時に現地に運搬し、クレーン車、リフト付
トラック等の揚重機を使用して、地面に並べられる。
According to the present invention, the following technical measures have been taken in order to achieve the above object. That is, the feature of the present invention lies in that it comprises a frame, a laying material laid on the frame, and a heat generating device buried on the lower surface side of the laying material. According to the present invention, pavement equipment is manufactured in a factory or the like to have an appropriate size and work on the construction site as much as possible, prepared in advance without being affected by the weather, It is transported and lined up on the ground using a hoist such as a crane truck or a truck with a lift.

【0006】また、舗装完成後に、地下埋設物、各種配
管等の補修・点検・取替工事の際には、舗装機材を引き
上げて一時取除いておき、所要工事終了後に再び舗装機
材を元の位置に敷設することにより、容易にかつ短時間
で能率的に復旧できる。さらに、本発明は、寒冷地の歩
道等に使用した場合、敷材の下面側に発熱装置を有して
いるため、敷材に積もる雪を溶かすことができ、歩きや
すい歩道とすることができる。また、建物のホール等の
床材として使用した場合は、床暖房をすることができ
る。
In addition, when repairing, inspecting and replacing underground buried objects and various pipes after completion of pavement, the paving equipment is lifted up and temporarily removed, and after completion of the required construction, the paving equipment is restored to its original state. By laying at a position, it can be easily and efficiently restored in a short time. Further, when the present invention is used for a sidewalk in a cold region, since the heating device is provided on the lower surface side of the laying material, the snow accumulated on the laying material can be melted, and the sidewalk can be easily walked. . When used as a floor material in a building hall or the like, floor heating can be performed.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づき説明する。図1〜図4は、本発明の第一の実施
形態を示している。本発明に係る舗装機材1は、例えば
ダクタイル鋳鉄或いは鋼板製の浅箱形枠体2と、該枠体
2内に収容した砂、発砲スチロール等からなる断熱材3
と、該断熱材3の上に強固に敷きつめられた敷材として
のタイル4と、該敷材4の下面側に設けられた発熱装置
と、前記枠体2に設けられたレベル調整装置Aとから構
成されている。前記発熱装置は、前記断熱材3内を通り
枠体2の長手方向両端を貫通する熱水管5等から構成さ
れている。なお、レベル調整装置Aの構成は後述する。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 4 show a first embodiment of the present invention. The pavement equipment 1 according to the present invention includes a shallow box-shaped frame 2 made of, for example, ductile cast iron or a steel plate, and a heat insulating material 3 made of sand, styrene foam, or the like housed in the frame 2.
A tile 4 as a laying material firmly laid on the heat insulating material 3, a heating device provided on a lower surface side of the laying material 4, and a level adjusting device A provided on the frame 2. It is composed of The heating device includes a hot water pipe 5 and the like that pass through the heat insulating material 3 and penetrate both ends in the longitudinal direction of the frame 2. The configuration of the level adjustment device A will be described later.

【0008】前記枠体2は、図2、図3に示しているよ
うに、適度の大きさ、例えば、幅約1m、長さ約2m程
度の長方形とされ、長手方向中央に補強リブ6が設けら
れ、長手方向両側壁2A、2A及び前記リブ6に、熱水
管5の挿通孔7が夫々複数個貫通状に設けられており、
幅方向両側壁2B、2B(又は底板2C)に排水孔8が
夫々複数設けられている。
As shown in FIGS. 2 and 3, the frame 2 has a rectangular shape with a suitable size, for example, a width of about 1 m and a length of about 2 m, and a reinforcing rib 6 at the center in the longitudinal direction. A plurality of insertion holes 7 for the hot water pipes 5 are provided in the longitudinal side walls 2A, 2A and the rib 6, respectively, so as to penetrate therethrough.
A plurality of drain holes 8 are provided in each of the width direction side walls 2B, 2B (or the bottom plate 2C).

【0009】そして、前記挿通孔7に熱水管5が挿通固
着され、該管5は枠体2の補強の役割をも担っている。
なお、前記挿通孔7には、熱水管5に代えて電熱線等の
発熱体を挿通でき、更には該発熱体挿通孔を別個に設け
ることができる。尚、前記熱水管5は、タイル4等の舗
装仕上げ材(敷材)の下面に可及的に接近して設けら
れ、該管5からの熱がタイル4に伝達し易くしている。
The hot water pipe 5 is inserted and fixed in the insertion hole 7, and the pipe 5 also plays a role of reinforcing the frame 2.
Note that a heating element such as a heating wire can be inserted into the insertion hole 7 instead of the hot water pipe 5, and the heating element insertion hole can be separately provided. The hot water pipe 5 is provided as close as possible to the lower surface of a pavement finishing material (laying material) such as the tile 4 so that heat from the pipe 5 can be easily transmitted to the tile 4.

【0010】図4は、前記舗装機材1の敷設状態の一例
を示しており、車道9に隣設しかつ縁石10を介して設
けられる歩道11に舗装機材1が2列に敷設されてい
る。この2列の舗装機材1のうち、1列は地面に砂利等
12を敷きつめて固めた上に直接敷設されているが、他
の1列は建物13に隣接して埋設された例えばダクタイ
ル鋳鉄又は鋼板製(コンクリート製の場合もある)の共
同溝枠14上に敷設されており、該共同溝枠14の上部
開口14Aの蓋の役割をしている。
FIG. 4 shows an example of the laying state of the paving equipment 1, and the paving equipment 1 is laid in two rows on a sidewalk 11 provided next to the road 9 and via a curb 10. Of these two rows of paving equipment 1, one row is directly laid on the ground with gravel 12 or the like laid down and solidified, while the other row is buried adjacent to the building 13 such as ductile cast iron or It is laid on a common groove frame 14 made of a steel plate (sometimes made of concrete), and serves as a lid for an upper opening 14A of the common groove frame 14.

【0011】なお、前記共同溝枠14内には、上・下水
道管、ガス管等の各種配管類16が配設されている。上
記実施形態において、前記歩道11の幅即ち、縁石10
から建物13までの距離を約2mとすることにより、前
記舗装機材1をクレーン車又はリフト付トラック等の揚
重機を用いて、縦向きで二列に並べることができる。そ
して、レベル調整装置Aにより各舗装機材1のレベルを
出し、隣接する舗装機材1間の段差を無くする。
Various pipes 16 such as water and sewer pipes and gas pipes are provided in the common groove frame 14. In the above embodiment, the width of the sidewalk 11, that is, the curb 10
By setting the distance from the building 13 to about 2 m, the pavement equipment 1 can be vertically arranged in two rows using a lifting machine such as a crane truck or a truck with a lift. Then, the level of each pavement device 1 is determined by the level adjustment device A, and a step between adjacent pavement devices 1 is eliminated.

【0012】なお、前記舗装機材1の各熱水管5の両端
には、図示していないが、敷設時には舗装機材1を隣接
して置くことにより自動的又は人為的操作により水密状
に接続され、逆に取除き時には自動的又は人為的操作に
より分離可能な管継手が設けられている。したがって、
熱水管5及びその管継手はもとより、共同溝枠14内の
各種配管類16の点検、補修、取替等の工事に際して
は、舗装機材1を吊り上げて一時取除き、補修工事等の
完了後に再び前記舗装機材1を元の位置に戻して敷設す
ればよく、容易にかつ短時間で能率的に作業を行なうこ
とができ、補修等の付帯工事費を大幅に低減することが
できる。
Although not shown, both ends of each hot water pipe 5 of the paving equipment 1 are connected in a watertight manner automatically or manually by placing the paving equipment 1 adjacently at the time of laying. Conversely, at the time of removal, a pipe joint that can be separated automatically or manually is provided. Therefore,
When inspecting, repairing, replacing, etc. the various pipes 16 in the common groove frame 14 as well as the hot water pipes 5 and their pipe joints, the pavement equipment 1 is lifted and temporarily removed, and after completion of the repair work, etc. The pavement device 1 may be returned to its original position and laid, and work can be performed easily and efficiently in a short time, and the cost of incidental works such as repairs can be greatly reduced.

【0013】図5は、本発明の第二実施形態を示し、第
一実施形態と異なるところは、前記枠体2の上部に舗装
仕上材(敷材)としてレンガ17を強固に敷きつめた点
であり、第一実施形態と同じ作用効果を期待することが
できる。図6、図7は、本発明の第三実施形態を示し、
第二実施形態と異なるところは、レンガ17の上面が、
枠体2の側壁2A、2B及びリブ6の上面を覆うように
レンガ17を敷設した点であり、枠体2の外周及びリブ
6の上に載るレンガ17Aは、その端部下半に切欠部1
8が設けられ、該切欠部18が枠体2の各側壁2A、2
B及びリブ6の上端面に載せられている。
FIG. 5 shows a second embodiment of the present invention, which is different from the first embodiment in that a brick 17 is firmly laid as a pavement finishing material (laying material) on the upper portion of the frame 2. Therefore, the same operation and effect as in the first embodiment can be expected. 6 and 7 show a third embodiment of the present invention,
The difference from the second embodiment is that the upper surface of the brick 17 is
The brick 17 is laid so as to cover the side walls 2A and 2B of the frame 2 and the upper surface of the rib 6. The brick 17A placed on the outer periphery of the frame 2 and the rib 6 has a cutout 1 in the lower half of its end.
8 are provided, and the notch portions 18 are provided on the side walls 2A, 2A,
B and on the upper end surface of the rib 6.

【0014】第三実施形態によれば、枠体2及びリブ6
の上端面が露出しないので、舗装機材1を道路等に敷設
した際に、外観を向上させることができ、意匠的効果を
高めるのに役立つ。なお、前記タイル4、レンガ17等
の舗装仕上材(敷材)の平面形状は、長方形のほか正方
形、三角形、台形、菱形、コ字形、S字形、扇形等の任
意形状を選定することができる。特に、車の通らない街
路、遊歩道、駐車場、公園広場、庭園等に敷設する舗装
材としては、敷設場所、その形状等に応じて、適宜設計
変更可能である。
According to the third embodiment, the frame 2 and the rib 6
Since the upper end surface of the pavement device is not exposed, the appearance can be improved when the pavement device 1 is laid on a road or the like, which is useful for enhancing the design effect. In addition, the planar shape of the paving finishing material (laying material) such as the tile 4 and the brick 17 can be any shape such as a rectangle, a square, a triangle, a trapezoid, a rhombus, a U-shape, an S-shape, and a sector shape. . In particular, as a pavement material to be laid on a street, a promenade, a parking lot, a park square, a garden, or the like through which cars cannot pass, the design can be appropriately changed according to the laying place, its shape, and the like.

【0015】また、各舗装機材1には、適所に吊り上げ
用フックの係止部(図示省略)を設け、敷設及び除去作
業を容易に行ないうるようにするのが好ましい。そし
て、前記リブ6は、その数を増減できると共に、交差状
に設けることもできる。尚、前記第二〜三実施の形態に
おいても図示省略されているがレベル調整装置は設けら
れている。
Further, it is preferable that each paving equipment 1 is provided with an engaging portion (not shown) of a lifting hook at an appropriate position so that laying and removing operations can be easily performed. The number of the ribs 6 can be increased or decreased, and can be provided in a cross shape. Although not shown in the second to third embodiments, a level adjusting device is provided.

【0016】図8〜図10に示すものは、前記レベル調
整装置Aの詳細な構造を示すものであり、以下、その構
造を説明する。この実施の形態においては、枠体2は、
その底板2Cの周縁から下方に垂下するスカート部2D
を有する。そして、前記底板2Cの適宜位置にボルト挿
通孔20が開設され、底板2Cの下面側には該孔20に
同心状にナット21が回転不能に設けられている。そし
て、このナット21にレベル調整ボルト22が螺合され
ている。このボルト22の下端に座金23が設けられて
いる。この座金23は、溝枠14の上面に設けられた打
ち込みプレート24上や、地面に設けられた基礎上面に
載置される。
FIGS. 8 to 10 show a detailed structure of the level adjusting device A. The structure will be described below. In this embodiment, the frame 2 is
A skirt portion 2D hanging downward from the periphery of the bottom plate 2C
Having. A bolt insertion hole 20 is formed at an appropriate position of the bottom plate 2C, and a nut 21 is non-rotatably provided concentrically with the hole 20 on the lower surface of the bottom plate 2C. A level adjusting bolt 22 is screwed to the nut 21. A washer 23 is provided at a lower end of the bolt 22. The washer 23 is placed on a driving plate 24 provided on the upper surface of the groove frame 14 or on an upper surface of a foundation provided on the ground.

【0017】前記ボルト22の上端部には、回動工具の
係合部25が形成されている。この係合部25は、マイ
ナスドライバーやプラスドライバーの係合用溝とか、ソ
ケットレンチ係合用の多角形状等に形成されている。底
板2Cの上面には、ボルト挿通孔20と同心にスリーブ
26が設けられ、底板2Cよりも上方に突出する前記ボ
ルト22の周囲を囲繞している。そして、底板2Cの上
面には、モルタル等からなる充填物3を介してタイル4
等の敷材が敷設されている。前記スリーブ26に対応す
る位置のタイル4には、レベル調整用の孔27が設けら
れ、該孔27は、キャップ28で開閉自在に施蓋されて
いる。
At the upper end of the bolt 22, an engaging portion 25 for a rotary tool is formed. The engaging portion 25 is formed in a groove for engaging a minus driver or a plus driver, a polygonal shape for engaging a socket wrench, or the like. A sleeve 26 is provided on the upper surface of the bottom plate 2C concentrically with the bolt insertion hole 20, and surrounds the periphery of the bolt 22 projecting above the bottom plate 2C. Then, on the upper surface of the bottom plate 2C, the tile 4
Etc. are laid. A hole 27 for level adjustment is provided in the tile 4 at a position corresponding to the sleeve 26, and the hole 27 is covered with a cap 28 so as to be freely opened and closed.

【0018】このキャップ28を外し、工具を係合部2
5に係合させてボルト22を回動することにより、舗装
機材1のレベル調整が行われる。また、前記ボルト22
の上部に吊り上げ治具29を着脱自在に取り付けること
ができるよう構成されている。前記モルタル3には、前
記タイル4に接近して熱水管5が埋設されている。そし
て、前記底板2Cの下面側には、発砲スチロール等から
なる断熱部材30が付設されている。
After removing the cap 28, the tool is
5, the level of the pavement equipment 1 is adjusted by rotating the bolt 22. The bolt 22
The lifting jig 29 is configured to be removably attached to the upper part. A hot water pipe 5 is buried in the mortar 3 close to the tile 4. On the lower surface side of the bottom plate 2C, a heat insulating member 30 made of styrene foam or the like is attached.

【0019】本発明は、上記実施例に限定されるもので
はなく、例えば、共同溝枠14の埋設されていない通常
の歩道、横断歩道、車道等はもとより、各種工場の屋外
敷地や屋内敷地、ホールの床暖房として敷設することが
できる。また、枠体2及び共同溝枠14は鋼板製、コン
クリート製、塩ビやFRP製とすることができる。ま
た、発熱装置も、前記実施の形態のものに限定されるも
のではない。
The present invention is not limited to the above-described embodiment. For example, not only ordinary sidewalks, pedestrian crossings, and roadways where the common groove frame 14 is not buried, but also outdoor sites and indoor sites of various factories, It can be laid as floor heating in the hall. Further, the frame 2 and the common groove frame 14 can be made of steel plate, concrete, PVC, or FRP. Further, the heat generating device is not limited to the above-described embodiment.

【0020】[0020]

【発明の効果】本発明によれば、工場等で製作でき、工
事現場での作業を大幅に減少させて、舗装及び融氷雪用
配管等の敷設を一挙にかつ容易に短期間で能率的に行な
うことができ、工事費の低減を図ることが可能である。
According to the present invention, it can be manufactured in a factory or the like, greatly reducing the work on the construction site, and making the pavement and laying of the piping for melting ice and snow etc. all at once, easily and efficiently. It is possible to reduce the construction cost.

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

【図1】本発明の第一実施形態を示す一部破断斜視図で
ある。
FIG. 1 is a partially cutaway perspective view showing a first embodiment of the present invention.

【図2】同実施形態における枠体の平面図である。FIG. 2 is a plan view of a frame in the embodiment.

【図3】図2のA−A線断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】同実施形態の舗装材を歩道に敷設した例を示す
断面図である。
FIG. 4 is a cross-sectional view showing an example in which the pavement material of the embodiment is laid on a sidewalk.

【図5】本発明の第二実施形態を示す斜視図である。FIG. 5 is a perspective view showing a second embodiment of the present invention.

【図6】本発明の第三実施形態を示す斜視図である。FIG. 6 is a perspective view showing a third embodiment of the present invention.

【図7】同第三実施形態の要部を示す断面拡大図であ
る。
FIG. 7 is an enlarged sectional view showing a main part of the third embodiment.

【図8】レベル調整装置の構造を示す全体平面図であ
る。
FIG. 8 is an overall plan view showing the structure of the level adjustment device.

【図9】レベル調整装置の構造を示す断面図である。FIG. 9 is a cross-sectional view showing a structure of the level adjustment device.

【図10】レベル調整装置の構造を示す断面図の拡大図
である。
FIG. 10 is an enlarged cross-sectional view showing the structure of the level adjustment device.

【符号の説明】[Explanation of symbols]

1 舗装機材 2 枠体 3 断熱材 4 タイル(敷材) 5 熱水管(発熱装置) DESCRIPTION OF SYMBOLS 1 Pavement equipment 2 Frame 3 Insulation material 4 Tile (laying material) 5 Hot water pipe (heating device)

フロントページの続き (72)発明者 本間 更生 大阪府大阪市大正区南恩加島7丁目1番22 号 株式会社クボタ恩加島工場内 (72)発明者 多田 伸太郎 大阪府大阪市大正区南恩加島7丁目1番22 号 株式会社クボタ恩加島工場内Continuing on the front page (72) Inventor Kosei Honma 7-1-22-2 Minamionkajima, Taisho-ku, Osaka-shi, Osaka Inside the Kubota Enkajima Plant (72) Inventor Shintaro Tada 7 Minamienkajima, Taisho-ku, Osaka-shi, Osaka No. 1-22 in Kubota Enkajima Plant

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 枠体と、該枠体に敷かれた敷材と、該敷
材の下面側に埋設された発熱装置とからなることを特徴
とする寒冷地用舗装機材。
1. A pavement device for a cold region, comprising a frame, a laying material laid on the frame, and a heat generating device buried on a lower surface side of the laying material.
JP17230697A 1997-06-27 1997-06-27 Pavement equipment and material for cold district Pending JPH1113002A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17230697A JPH1113002A (en) 1997-06-27 1997-06-27 Pavement equipment and material for cold district

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17230697A JPH1113002A (en) 1997-06-27 1997-06-27 Pavement equipment and material for cold district

Publications (1)

Publication Number Publication Date
JPH1113002A true JPH1113002A (en) 1999-01-19

Family

ID=15939483

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17230697A Pending JPH1113002A (en) 1997-06-27 1997-06-27 Pavement equipment and material for cold district

Country Status (1)

Country Link
JP (1) JPH1113002A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100602156B1 (en) 2005-12-22 2006-07-19 (주)카스종합건축사사무소 Freezing prevention structure of entrance bottom tile for apartment house

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100602156B1 (en) 2005-12-22 2006-07-19 (주)카스종합건축사사무소 Freezing prevention structure of entrance bottom tile for apartment house

Similar Documents

Publication Publication Date Title
CN107542017A (en) A kind of assembled road construction method
US20110064517A1 (en) Reinforced pervious concrete
KR20060071384A (en) Precast concrete panel using height-controller and its precast pavement method
CN107022938A (en) Precast concrete road system and construction method
US6939078B1 (en) Tactile detectable warning ramps for pedestrian pathways
CN112695582A (en) Assembly type construction and repair structure of highway pavement and rapid construction method thereof
KR20200024519A (en) Solar panel installing structure using linear site
KR101097995B1 (en) Concrete modular panels for rigid paving and fast construction method
KR100786357B1 (en) Reinforcement equipment and method for joint of concrete paved road
JPH1113002A (en) Pavement equipment and material for cold district
JPH1113011A (en) Pavement equipment and material
JP2518390Y2 (en) Overhang walkway block and overhang walkway structure using it
JPH0735506U (en) Joint formwork for water-permeable pavement
KR200314039Y1 (en) Road apparatus using drain box
JPH1113006A (en) Ditch cover device
JP3098797U (en) Joint groove with side groove
JPH0710004U (en) Square pavement with precast blocks
WO2023035644A1 (en) High-strength road for water resource regulation system in response to climate change
JP2018080484A (en) Gas station pavement structure and pavement structure construction method
JPH0734471A (en) Suspended wall type retaining wall construction method in lightweight filling construction method
Jin et al. UBC East Mall Redesign Detailed Design Report
JPH0327042Y2 (en)
JP2557040Y2 (en) Pavement structure of snow melting road
JPH11136840A (en) Underground multi-purpose duct
Walsh et al. Front Street paving project, Dawson City, Yukon: adapting to climate change in a national historic district