JPH06101206A - Precast concrete pavement slab for road heating - Google Patents

Precast concrete pavement slab for road heating

Info

Publication number
JPH06101206A
JPH06101206A JP4248287A JP24828792A JPH06101206A JP H06101206 A JPH06101206 A JP H06101206A JP 4248287 A JP4248287 A JP 4248287A JP 24828792 A JP24828792 A JP 24828792A JP H06101206 A JPH06101206 A JP H06101206A
Authority
JP
Japan
Prior art keywords
pipe
hot water
concrete
pavement
shaped groove
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
JP4248287A
Other languages
Japanese (ja)
Other versions
JP2581316B2 (en
Inventor
Shoichi Inoue
昭一 井上
Tetsuo Nakajima
哲雄 中島
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.)
HOKUETSU JIYOUGE SUIDO KK
NIPPON SAMIKON KK
Original Assignee
HOKUETSU JIYOUGE SUIDO KK
NIPPON SAMIKON KK
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 HOKUETSU JIYOUGE SUIDO KK, NIPPON SAMIKON KK filed Critical HOKUETSU JIYOUGE SUIDO KK
Priority to JP4248287A priority Critical patent/JP2581316B2/en
Publication of JPH06101206A publication Critical patent/JPH06101206A/en
Application granted granted Critical
Publication of JP2581316B2 publication Critical patent/JP2581316B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Abstract

PURPOSE:To enable execution and to make it possible to reduce a construction period to obtain the pavement surface having snow-melting function. CONSTITUTION:Concrete pavement slabs 4 are laid on the upper part of a U-shaped channel 1 capable of passing inside the channel. A hot water pipe 6 is buried in the concrete pavement slabs 4 at a plant, and both screw sockets 8 as the pipe ends of the hot water pipe 6 are projected to the rears of the pavement slabs 4. Both screw sockets 8 projected to the rears of the concrete slabs 4 are connected to a pressure-feed pipe 11 and a drain pipe 12 piped to the inside of the U-shaped channel 1. Hot water is circulated into the pressure-feed pipe 11, hot-water pipe 6 and drain pipe 12 to melt snow on the surface. Workers can operate and inspect connecting positions of the hot water pipe 6 with the pressure-feed pipe 11 and drain pipe 12 through the inside of the U-shaped channel 1.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はロードヒーテイング用プ
レキャストコンクリート舗装版に係わり、特にU字溝上
部に敷設して舗装面を構成するロードヒーテイング用プ
レキャストコンクリート舗装版に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a precast concrete pavement plate for road heating, and more particularly to a precast concrete pavement plate for road heating which is laid above a U-shaped groove to form a pavement surface.

【0002】[0002]

【従来の技術】従来一般に、ロードヒーテイング用コン
クリート舗装面は、コンクリート層内に温水管を埋設
し、この温水管の管端を、土中に埋設した管路である圧
送管と配水管とにそれぞれ接続し、前記圧送管より送ら
れる温水を、前記温水管に通して舗装面上の積雪を融雪
し前記排水管へと排水するようにしており、現場施工に
よって、前記温水管を路盤上に配管した後、コンクリー
トを打設して該温水管をコンクリート層内に埋設して舗
装面を形成するようにしている。ところで、舗装面下部
の土中には、水道管、ガス管あるいは電話線ケーブルな
どが埋設されており、土中に埋設したU字溝、所謂共同
溝内にそれらを単独であるいは複数配設し、さらにその
U字溝の上部に蓋体を設け、その上面を通行可能にした
ものも知られている。
2. Description of the Related Art Generally, a concrete paved surface for road heating has a hot water pipe embedded in a concrete layer, and the pipe end of the hot water pipe is connected to a pumping pipe and a distribution pipe which are pipe lines buried in the soil. The hot water sent from the pressure feed pipe is passed through the hot water pipe to melt snow on the pavement surface and drained to the drain pipe. After that, the concrete is poured and the hot water pipe is embedded in the concrete layer to form a paved surface. By the way, water pipes, gas pipes, telephone line cables, etc. are buried in the soil below the pavement surface, and these are singly or in plurals arranged in a U-shaped groove buried in the soil, a so-called common groove. It is also known that a lid is provided on the upper portion of the U-shaped groove so that the upper surface of the lid can pass through.

【0003】[0003]

【発明が解決しようとする課題】上記従来技術のU字溝
ではその上部に蓋体を設け、この蓋体の上面が通行可能
ではあるが、降雪地域においては、冬期間に蓋体の上部
に雪が積もって通行が妨げられるという問題があった。
そのためそのU字溝は人,車等の通行のない場所に埋設
しなければならず、人,車等の通行箇所には消雪のため
に前記ロードヒーテイング用コンクリート舗装面等を現
場にて施工していたが、このような現場施工では、温水
管の配管,コンクリートの打設およびその養生といった
多くの工程を現場で行うため工期の短縮が難しく、また
その温水管に温水を循環するために前記管路を舗装面の
下部の土中に埋設し、かつ一定間隔ごとに温水管と前記
管路とをバルブを介して接続すると共に、このバルブを
操作するために、舗装面に一定間隔ごとに点検口を設け
なければならず、施工時間と工費が掛かるという問題が
あった。
In the above-mentioned U-shaped groove of the prior art, a lid is provided on the upper portion of the lid, and the upper surface of the lid is passable. However, in a snowfall region, the lid is placed above the lid during the winter. There was a problem that it was blocked by the snow.
Therefore, the U-shaped groove must be buried in a place where there are no people or vehicles passing, and at the site where people or vehicles pass, the road heating concrete pavement or the like is used on site to remove snow. However, it is difficult to shorten the construction period because many processes such as hot water pipe piping, concrete pouring and curing are performed on site in such on-site construction, and hot water is circulated through the hot water pipe. The pipe is embedded in the soil below the pavement surface, and the hot water pipe and the pipe are connected at regular intervals via a valve. An inspection port must be provided for each, and there was a problem that construction time and construction cost were required.

【0004】そこで本発明は、消雪機能を有する舗装面
を得るのに、施工が容易で、工期の短縮が可能なロード
ヒーテイング用コンクリート舗装版を提供することを目
的とする。
Therefore, an object of the present invention is to provide a concrete paving slab for road heating, which is easy to construct and can shorten the construction period in order to obtain a paving surface having a snow-melting function.

【0005】[0005]

【課題を解決するための手段】本発明は、内部が通行可
能なU字溝の上部に敷設して舗装面をなす舗装版であっ
て、この舗装版は、コンクリート舗装版に温水管を埋設
し、この温水管の管端を該舗装版の裏面に突出してなる
ものである。
SUMMARY OF THE INVENTION The present invention is a pavement slab which is laid on the upper part of a U-shaped groove through which the inside can pass and forms a pavement surface. The pavement slab has a hot water pipe embedded in a concrete pavement plate. However, the pipe end of the hot water pipe is projected to the back surface of the pavement plate.

【0006】[0006]

【作用】上記構成により、工場で成型したプレキャスト
コンクリート舗装版をU字溝の上部に敷設し、このコン
クリート舗装版の裏面に突出した温水管の管端を、U字
溝内に配管した温水供給用の管路に接続することによっ
て消雪機能を有する舗装面が得られる。そして、作業者
は、U字溝内を通って温水管と管路との各接続箇所等の
操作及び点検を行うことができる。
With the above construction, the precast concrete pavement slab molded in the factory is laid on the upper part of the U-shaped groove, and the pipe end of the hot water pipe protruding to the back surface of this concrete pavement is piped into the U-shaped groove. A pavement surface with a snow-removing function can be obtained by connecting to a pipeline for the purpose. Then, the worker can operate and inspect each connection point between the hot water pipe and the pipeline through the U-shaped groove.

【0007】[0007]

【実施例】以下、本発明の実施例を添付図面を参照して
説明する。図1ないし図4は本発明の第1実施例を示
し、同図において1は歩道Aの下部の土中に埋設された
コンクリート製からなるU字溝であり、このU字溝1
は、例えば図1の断面図に示す上部の外幅が3000ミ
リ、下部の外幅が1620ミリ、高さが1200ミリ、
厚さが200ミリ程度をなし、工場にて一定長さ寸法に
成形したものを現場で長さ方向に複数並べて埋設した
り、現場で図示しない型枠を組んでこの型枠内コンクリ
ートを打設して形成される。また前記U字溝1内には、
作業者が通行可能な通路2が設けられていると共に、例
えば直径400ミリの水道用本管3が配管されている。
Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 4 show a first embodiment of the present invention, in which 1 is a U-shaped groove made of concrete which is buried in the soil under the sidewalk A.
For example, the outer width of the upper part is 3000 mm, the outer width of the lower part is 1620 mm, and the height is 1200 mm as shown in the sectional view of FIG.
It has a thickness of about 200 mm and is molded at a certain length in the factory to be lined up and buried in the length direction at the site, or a formwork (not shown) is assembled at the site and the concrete in the formwork is placed. Formed. Further, in the U-shaped groove 1,
A passage 2 through which an operator can pass is provided, and a water main 3 having a diameter of 400 mm, for example, is also provided.

【0008】4は前記U字溝1の上部に敷設され該U字
溝1を塞ぐコンクリート舗装版であり、このコンクリー
ト舗装版4は幅が前記U字溝1の上部の外幅とほぼ等し
い寸法を有し、この例では幅3000ミリ、長さ200
0ミリ、厚さほぼ200ミリに形成されている。そのコ
ンクリート舗装版4は、工場にて図示しない型枠内で平
面格子状に組んだ鉄筋5上にポリブデンパイプあるいは
ステンレスパイプ等からなる温水管6を蛇行状に配置
し、前記型枠内にコンクリートを打設して前記鉄筋5と
温水管6とを該コンクリート舗装版4内に埋設し、さら
に、前記温水管6には、接続用アダプター7を介して9
0度に屈曲したステンレス製の両ネジソケット8が接続
され、それら接続用アダプター7と両ネジソケット8と
は前記温水管6の一部を構成し、その前記温水管6の管
端である両ネジソケット8が該コンクリート舗装版4の
裏面から下部に突出してなる。さらに前記コンクリート
舗装版4の上面には図1に示すようにタイル例えばグラ
ニットタイル9を敷設される。この例ではコンクリート
舗装版4をU字溝1に敷設した後、該コンクリート舗装
版4の上面にグラニットタイル9を敷設している。
Reference numeral 4 denotes a concrete pavement plate laid on the U-shaped groove 1 to close the U-shaped groove 1. The concrete pavement plate 4 has a width substantially equal to the outer width of the upper portion of the U-shaped groove 1. Has a width of 3000 mm and a length of 200 in this example.
It has a thickness of 0 mm and a thickness of approximately 200 mm. In the concrete paving slab 4, a hot water pipe 6 made of polybutene pipe or stainless steel pipe is arranged in a meandering manner on a reinforcing bar 5 assembled in a plane lattice shape in a formwork (not shown) at a factory, and the concrete is placed in the formwork. And the rebar 5 and the hot water pipe 6 are embedded in the concrete paving slab 4, and the hot water pipe 6 is connected to the hot water pipe 6 via a connecting adapter 7.
Both stainless steel screw sockets 8 bent at 0 degrees are connected, and the connecting adapter 7 and both screw sockets 8 form a part of the hot water pipe 6, and both of which are pipe ends of the hot water pipe 6. A screw socket 8 projects downward from the back surface of the concrete paving slab 4. Further, as shown in FIG. 1, tiles such as granite tiles 9 are laid on the upper surface of the concrete paving slab 4. In this example, the concrete pavement plate 4 is laid in the U-shaped groove 1, and then the granite tile 9 is laid on the upper surface of the concrete pavement plate 4.

【0009】前記U字溝1内には長さ方向に一定間隔ご
とにサポート10が設けられ、このサポート10上に、前記
温水管6に接続する温水用圧送管11と排水管12とが並列
に配管され、両管11,12 にはそれぞれ分水用のサドル型
分岐栓13が装着され、圧送管11の分岐栓13には、ボール
バルブ14と、該圧送管11から温水管6に流れる温水の量
を一定に保つ定流量弁15とが接続され、この定流量弁15
と前記温水管6の管端である一方の両ネジソケット8と
を可撓性を有するステンレス製接続管16により接続し、
一方排水管12の分岐栓13にはボールバルブ14が接続さ
れ、このボールバルブ14と前記温水管6の管端である他
方の両ネジソケット8とをステンレス製接続管16により
接続している。また前記圧送管11には、図3に示すよう
に加熱器17により暖められた温水あるいは暖められた不
凍液が、ポンプなどの圧送装置18により圧送され、その
温水が前記温水管6内を流れ、排水管12から排水されて
循環するようになっている。19はコンクリート舗装版4
に設けられた蓋体であり、この蓋体19を取り外して梯子
20を用いて作業者がU字溝1内に出入り可能になってい
る。また図1中Bは車道である。
Supports 10 are provided in the U-shaped groove 1 at regular intervals in the longitudinal direction, and a hot water pressure feed pipe 11 and a drain pipe 12 connected to the hot water pipe 6 are arranged on the support 10 in parallel. The pipes 11 and 12 are each equipped with a saddle type branch plug 13 for diversion, and the branch plug 13 of the pressure feed pipe 11 has a ball valve 14 and a flow from the pressure feed pipe 11 to the hot water pipe 6. It is connected to a constant flow valve 15 that keeps the amount of warm water constant.
And the two screw sockets 8 on one side, which are the pipe ends of the hot water pipe 6, are connected by a flexible connecting pipe 16 made of stainless steel,
On the other hand, a ball valve 14 is connected to the branch plug 13 of the drainage pipe 12, and the ball valve 14 and the other two screw sockets 8 that are the pipe ends of the hot water pipe 6 are connected by a stainless connection pipe 16. Further, as shown in FIG. 3, warm water warmed by a heater 17 or warmed antifreeze liquid is pressure-fed by a pressure-feeding device 18 such as a pump to the pressure-feeding pipe 11, and the hot water flows in the hot-water pipe 6. The water is drained from the drain pipe 12 and circulated. 19 is a concrete paving plate 4
It is a lid provided on the
A worker can enter and leave the U-shaped groove 1 by using 20. Further, B in FIG. 1 is a roadway.

【0010】そして現場において、工場で予め成型され
たコンクリート舗装版4を前記U字溝1の上部に敷設
し、そのコンクリート舗装版4の裏面に突出した管端で
ある両ネジソケット8,8を、接続管16等を介して圧送
管11と排水管12とにそれぞれ接続し、さらに敷設したコ
ンクリート舗装版4の上面にグラニットタイル9を敷設
する。これにより現場におけるコンクリート舗装面を形
成するためのコンクリート打設作業を省き、現場工程が
削減され、工期の短縮が図られる。そして冬季期間など
の使用時あるいは点検を行う際には、コンクリート舗装
版4の複数の内の一枚に設けられた蓋体19を取り外して
作業者がU字溝1内に入り、このU字溝1内を通行して
各両ボールバルブ14を開成操作し、加熱器17により暖め
られた温水あるいは暖められた不凍液を温水管6内に流
して舗装面の融雪を行う。また、施工手順としては、コ
ンクリート舗装版4を敷設し、この上面にタイルを敷設
した後、舗装面の通行を再開し、この後U字溝1内で圧
送管11及び排水管12の配管作業およびこれら圧送管11及
び排水管12と温水管6との接続作業を行うこともでき
る。
At the site, a concrete pavement slab 4 preformed in a factory is laid on the U-shaped groove 1 and two screw sockets 8 and 8 which are pipe ends protruding from the back surface of the concrete pavement slab 4 are installed. The granite tile 9 is laid on the upper surface of the concrete paving slab 4 which is connected to the pumping pipe 11 and the drainage pipe 12 via the connecting pipe 16 and the like. As a result, the concrete placing work for forming the concrete paved surface at the site is omitted, the site process is reduced, and the construction period is shortened. Then, at the time of use or inspection such as during the winter season, the lid 19 provided on one of the plurality of concrete pavement plates 4 is removed and the worker enters the U-shaped groove 1 Both ball valves 14 are opened to pass through the groove 1, and hot water warmed by the heater 17 or warmed antifreeze is flowed into the hot water pipe 6 to melt snow on the pavement surface. In addition, as a construction procedure, a concrete pavement slab 4 is laid, tiles are laid on the top surface of the concrete pavement slab, and then passage of the pavement surface is resumed. After that, piping work for the pressure feed pipe 11 and the drain pipe 12 in the U-shaped groove 1 Also, it is possible to perform a connection work between the hot water pipe 6 and the pressure feed pipe 11 and the drain pipe 12.

【0011】このように本実施例においては、内部が通
行可能なU字溝1の上部に敷設して舗装面をなす舗装版
であって、この舗装版は、工場にてコンクリート舗装版
4に温水管6を埋設し、この温水管6の管端である両ネ
ジソケット8を該舗装版4の裏面に突出してなるもので
あるから、工場で成型したプレキャストコンクリート舗
装版4をU字溝1の上部に敷設し、このコンクリート舗
装版4の裏面に突出した温水管6の管端を、U字溝1内
に配管した圧送管11及び排水管12に接続することによ
り、短い施工時間と安価な工費で消雪機能を備えた舗装
面を得ることができる。また、温水管6の管端があらか
じめコンクリート舗装版4の裏面に突設されているた
め、U字溝1内に配管した圧送管11及び排水管12との接
続作業を容易に行うことができる。しかも、温水を循環
するための圧送管11及び排水管12は、水道用本管3等の
配管に用いる所謂共同溝であるU字溝1を兼用すること
ができるため、従来のように舗装面の下部に圧送管11及
び排水管12を埋設する作業が不要となり、その圧送管11
及び排水管12の配管作業はU字溝1内の作業だけで済む
ため施工が容易となる。さらに、各コンクリート舗装版
4ごとにバルブ14等の操作,点検用の蓋体を設ける必要
がなく、作業者は一定区間に1箇所だけ設けられた蓋体
19箇所からU字溝1内に入り、該U字溝1内を通ってバ
ルブ14等の操作,点検を行うことができる。
As described above, in this embodiment, the pavement plate is laid on the upper portion of the U-shaped groove 1 through which the inside can pass and forms a pavement surface. Since the hot water pipe 6 is buried and both screw sockets 8 which are the ends of the hot water pipe 6 are projected to the back surface of the paving slab 4, the precast concrete paving slab 4 molded at the factory is formed into the U-shaped groove 1. By installing the pipe end of the hot water pipe 6 which is laid on the upper part of the concrete pavement plate 4 and protrudes from the back surface of the concrete pavement plate 4 to the pumping pipe 11 and the drain pipe 12 which are piped in the U-shaped groove 1, a short construction time and low cost can be achieved. It is possible to obtain a pavement surface with a snow-removing function at a low construction cost. Further, since the pipe end of the hot water pipe 6 is provided in advance on the back surface of the concrete paving slab 4, it is possible to easily perform the connecting work with the pressure feed pipe 11 and the drain pipe 12 which are piped in the U-shaped groove 1. . Moreover, the pumping pipe 11 and the drainage pipe 12 for circulating the hot water can also serve as the U-shaped groove 1 which is a so-called common groove used for piping such as the mains 3 for water supply. The work of burying the pressure pipe 11 and the drain pipe 12 in the lower part of the
Also, since the piping work of the drain pipe 12 only needs to be done inside the U-shaped groove 1, the construction is easy. Further, it is not necessary to provide a lid for operating and inspecting the valve 14 and the like for each concrete paving slab 4, and the operator is provided with only one lid in a certain section.
It is possible to enter the U-shaped groove 1 from 19 places and to operate and inspect the valve 14 etc. through the U-shaped groove 1.

【0012】また実施例上の効果として、施工に当たっ
ては、コンクリート舗装版4を敷設し、この上面にタイ
ルを敷設した後、舗装面の通行を再開し、この後U字溝
1内で圧送管11及び排水管12の配管作業およびこれら圧
送管11及び排水管12と温水管6との接続作業を行うこと
ができるため、短期間で通行を再開することができる。
さらに、舗装面の補修の際には、損傷したコンクリート
舗装版4のみを交換すればよく、補修作業を短時間でか
つ比較的安価に行うことができる。
Further, as an effect of the embodiment, in construction, a concrete paving slab 4 is laid, tiles are laid on the upper surface of the concrete paving slab, and then passage of the paving surface is resumed. Since the piping work of 11 and the drainage pipe 12 and the connection work of the pumping pipe 11 and the drainage pipe 12 and the hot water pipe 6 can be performed, the passage can be restarted in a short period of time.
Further, when repairing the pavement surface, only the damaged concrete pavement plate 4 needs to be replaced, and the repair work can be performed in a short time and at a relatively low cost.

【0013】図5は本発明の第2実施例を示し、上記第
1実施例と同一部分に同一符号を付しその詳細な説明を
省略して詳述すると、この例では車道B等の下部に埋設
するのに適したU字溝1Aを用いた一例であり、この内
部を作業者が通行可能なU字溝1Aは工場にて予め成型
されたプレキャスト製品であって、断面がコ字状をな
し、その側板上部に幅広部21を形成し、例えば図5の断
面に示す外幅が5000ミリ、高さが2200ミリ、幅
広部21の厚さが450ミリ、その他の厚さが200ミ
リ、また長さ寸法が2000〜2500ミリ程度をな
し、そのU字溝1Aの内部に図5中断面縦方向及び断面
幅方向の鉄筋22、さらにはU字溝1Aの長さ方向に複数
の鉄筋23が埋設され、さらに角部及び前記幅広部21には
長さ方向全長に渡ってPC鋼材24を挿通するためのダク
ト25が形成され、その幅広部21の内側にはコンクリート
舗装版4Aの両側をゴム等の支承材26を介して載置する
ための段部27が形成されている。また、工場にて製作さ
れたコンクリート舗装版4Aは、下面の両側及び中央に
隆起部28が長さ方向全長に渡って形成され、これら隆起
部28の箇所に対応してPC鋼材29を挿通するためのダク
ト30が長さ方向全長に渡って形成され、また内部に断面
方向の鉄筋31及び長さ方向の鉄筋32が埋設され、また、
コンクリート舗装版4Aの幅方向には複数のPC鋼材29
Aが埋設され、このPC鋼材29Aにプレテンション方式
あるいはポストテンション方式により緊張力を与え、コ
ンクリート舗装版4Aの幅方向に緊張力を付与してい
る。そのコンクリート舗装版4Aの寸法は、幅が500
0ミリ、長さが2000〜2500ミリ、厚さが250
ミリ、隆起部28を含んだ厚さが300ミリ程度をなして
いる。さらに、前記コンクリート舗装版4Aは、第1実
施例と同様に、内部に温水管6を蛇行状に埋設し、ま
た、前記温水管6には、接続用アダプター7を介して9
0度に屈曲したステンレス製の両ネジソケット8が接続
され、それら接続用アダプター7と両ネジソケット8と
は前記温水管6の一部を構成し、その前記温水管6の管
端である両ネジソケット8が該コンクリート舗装版4A
の裏面から下部に突出してなる。さらに、コンクリート
舗装版4Aの両側に、垂直にアンカーバー取付用の上部
取付孔33が複数形成され、また、この上部取付孔33に対
応して前記U字溝1Aの段部27に下部取付孔34が形成さ
れ、両取付孔33,34に鋼製等からなるアンカーバー35が
遊挿され、図中左側の取付孔33,34にはグラウト材36が
充填され、コンクリート舗装版4Aの幅方向両端面とU
字溝1Aとの間には目地材37が充填される。
FIG. 5 shows a second embodiment of the present invention. The same parts as those of the first embodiment are designated by the same reference numerals and detailed description thereof will be omitted. This is an example of using a U-shaped groove 1A suitable for being embedded in a U-shaped groove, which is a precast product that is pre-molded in the factory and has a U-shaped cross section. The wide part 21 is formed on the upper part of the side plate. For example, the outer width shown in the cross section of FIG. 5 is 5000 mm, the height is 2200 mm, the width of the wide part 21 is 450 mm, and the other thickness is 200 mm. Further, the length dimension is about 2000 to 2500 mm, and the reinforcing bar 22 in the longitudinal direction and sectional width direction in FIG. 5 in the U-shaped groove 1A, and a plurality of reinforcing bars in the longitudinal direction of the U-shaped groove 1A. 23 is embedded, and the corners and the wide portion 21 are made of PC steel over the entire length in the length direction. A duct 25 for inserting the material 24 is formed, and a step portion 27 for mounting both sides of the concrete paving plate 4A via a supporting material 26 such as rubber is formed inside the wide portion 21 thereof. . Further, in the concrete paving slab 4A manufactured at the factory, the ridges 28 are formed on both sides and the center of the lower surface over the entire length in the longitudinal direction, and the PC steel material 29 is inserted corresponding to the locations of these ridges 28. A duct 30 for is formed over the entire length in the lengthwise direction, and a reinforcing bar 31 in the cross-sectional direction and a reinforcing bar 32 in the lengthwise direction are embedded therein, and
Multiple PC steel materials 29 in the width direction of the concrete paving slab 4A
A is embedded, and a tension force is applied to the PC steel material 29A by a pre-tension method or a post-tension method, and a tension force is applied in the width direction of the concrete paving slab 4A. The width of the concrete paving slab 4A is 500
0 mm, length 2000-2500 mm, thickness 250
The thickness including the protrusions 28 is about 300 mm. Further, in the concrete paving slab 4A, as in the first embodiment, the hot water pipe 6 is embedded in a meandering shape, and the hot water pipe 6 is connected to the hot water pipe 6 via a connecting adapter 7.
Both stainless steel screw sockets 8 bent at 0 degrees are connected, and the connecting adapter 7 and both screw sockets 8 form a part of the hot water pipe 6, and both of which are pipe ends of the hot water pipe 6. The screw socket 8 is the concrete paving plate 4A.
It projects downward from the back of the. Further, a plurality of upper mounting holes 33 for mounting anchor bars are vertically formed on both sides of the concrete paving slab 4A, and lower mounting holes are formed in the step 27 of the U-shaped groove 1A corresponding to the upper mounting holes 33. 34 is formed, the anchor bar 35 made of steel or the like is loosely inserted into both mounting holes 33, 34, and the grout material 36 is filled in the mounting holes 33, 34 on the left side in the figure, and the width direction of the concrete paving plate 4A is determined. Both ends and U
A joint material 37 is filled between the groove 1A.

【0014】そして現場において、工場で予め成型され
た複数のU字溝1Aを並べて埋設し、これら長さ方向に
並べたU字溝1Aのダクト25にPC鋼材24を挿通して緊
張し、複数のU字溝1Aを緊張一体化する。この後、支
承材26を介してU字溝1Aの段部27に沿ってコンクリー
ト舗装版4Aを敷設し、これと同時に上下取付孔33,34
にアンカーバー35を遊挿し、一方側の上下取付孔33,34
にはグラウト材36を充填し、これによりコンクリート舗
装版4Aの図示左側をU字溝1Aに固定し、図示右側は
上下取付孔33,34にアンカーバー35を遊挿することによ
り、コンクリート舗装版1Aの図示右側は可動に取付け
る。また、長さ方向に並べたコンクリート舗装版4Aの
ダクト30にPC鋼材29を挿通して緊張し、複数のコンク
リート舗装版4Aを緊張一体化する。この後、コンクリ
ート舗装版4Aの裏面に突出した管端である両ネジソケ
ット8,8を、接続管16等を介して圧送管11と排水管12
とにそれぞれ接続し、これにより現場におけるコンクリ
ート舗装面を形成するためのコンクリート打設作業を省
き、現場工程が削減され、工期の短縮が図られる。そし
て冬季期間などの使用時あるいは点検を行う際には、コ
ンクリート舗装版4Aの複数の内の一枚に設けられた蓋
体19を取り外して作業者がU字溝1A内に入り、このU
字溝1A内を通行して各両ボールバルブ14を開成操作
し、加熱器17により暖められた温水あるいは暖められた
不凍液を温水管6内に流して舗装面の融雪を行う。な
お、図示しないがU字溝1A内には第1実施例と同様
に、水道用本管、電話用ケーブルあるいはガス管等が配
設される。
At the site, a plurality of U-shaped grooves 1A preformed at the factory are lined up and buried, and a PC steel material 24 is inserted into the ducts 25 of the U-shaped grooves 1A arranged in the lengthwise direction to make a plurality of tensions. The U-shaped groove 1A of 1 is tightly integrated. After that, the concrete paving slab 4A is laid along the step 27 of the U-shaped groove 1A via the support member 26, and at the same time, the upper and lower mounting holes 33, 34 are attached.
Anchor bar 35 is loosely inserted into the upper and lower mounting holes 33, 34 on one side.
Is filled with grout material 36, whereby the left side of the concrete paving slab 4A shown in the figure is fixed to the U-shaped groove 1A, and the right side of the figure is obtained by loosely inserting the anchor bar 35 into the upper and lower mounting holes 33, 34. The right side of 1A in the figure is movably attached. Further, the PC steel material 29 is inserted into the ducts 30 of the concrete paving slab 4A arranged in the lengthwise direction and tensioned, so that the plurality of concrete paving slabs 4A are tensioned and integrated. After that, the two screw sockets 8, 8 that are the pipe ends protruding on the back surface of the concrete paving slab 4A are connected to the pressure pipe 11 and the drain pipe 12 via the connecting pipe 16 and the like.
, Respectively, which eliminates the work of placing concrete to form the concrete paving surface at the site, reduces the number of site processes, and shortens the construction period. Then, when using or inspecting during the winter season, etc., the operator removes the lid 19 provided on one of the plurality of concrete paving slabs 4A, and enters the U-shaped groove 1A.
Both ball valves 14 are opened to pass through the groove 1A, and hot water warmed by the heater 17 or warmed antifreeze is flowed into the hot water pipe 6 to melt snow on the pavement surface. Although not shown, in the U-shaped groove 1A, as in the first embodiment, a water main, a telephone cable, a gas pipe, etc. are provided.

【0015】このように本実施例においては、内部が通
行可能なU字溝1Aの上部に敷設して舗装面をなす舗装
版であって、この舗装版は、工場にてコンクリート舗装
版4Aに温水管6を埋設し、この温水管6の管端である
両ネジソケット8を該舗装版4Aの裏面に突出してなる
ものであるから、工場で成型したプレキャストコンクリ
ート舗装版4AをU字溝1Aの上部に敷設し、このコン
クリート舗装版4Aの裏面に突出した温水管6の管端
を、U字溝1A内に配管した圧送管11及び排水管12に接
続することにより、短い施工時間と安価な工費で消雪機
能を備えた舗装面を得ることができる。また、温水管6
の管端があらかじめコンクリート舗装版4Aの裏面に突
設されているため、U字溝1A内に配管した圧送管11及
び排水管12との接続作業を容易に行うことができ、さら
に、各コンクリート舗装版4Aごとにバルブ14等の操
作,点検用の蓋体を設ける必要がなく、作業者は一定区
間に1箇所だけ設けられた蓋体19箇所からU字溝1A内
に入り、該U字溝1A内を通ってバルブ14等の操作,点
検を行うことができ第1実施例と同様な作用、効果を有
する。
As described above, in the present embodiment, the pavement plate is laid on the upper portion of the U-shaped groove 1A through which the inside can pass and forms a pavement surface. This pavement plate is used as a concrete pavement plate 4A at the factory. Since the hot water pipe 6 is buried and both screw sockets 8 which are the ends of the hot water pipe 6 are projected to the back surface of the pavement plate 4A, the precast concrete pavement plate 4A molded at the factory is formed into the U-shaped groove 1A. By laying it on the upper part of the concrete paving slab 4A and connecting the end of the hot water pipe 6 protruding to the back surface of the concrete pavement slab 4A to the pumping pipe 11 and the drainage pipe 12 installed in the U-shaped groove 1A, a short construction time and low cost can be achieved. It is possible to obtain a pavement surface with a snow-removing function at a low construction cost. The hot water pipe 6
Since the end of the pipe is projected on the back surface of the concrete paving slab 4A in advance, it is possible to easily connect the pumping pipe 11 and the drainage pipe 12 arranged in the U-shaped groove 1A, and further It is not necessary to provide a lid for operation and inspection of the valve 14 or the like for each paving plate 4A, and the operator enters the U-shaped groove 1A from the lid 19 provided only at one location in a certain section and enters the U-shape. The valve 14 and the like can be operated and inspected through the groove 1A, and the same action and effect as those of the first embodiment can be obtained.

【0016】また実施例上の効果として、U字溝1Aに
長さ方向にダクト25を形成し、複数のU字溝1AをPC
鋼材24により緊張一体化することにより、U字溝1Aの
強度が増し、コンクリート舗装版4Aに輪荷重等の比較
的大きい荷重が加わる場合でも、十分な強度を得ること
ができ、また、工場にてコンクリート舗装版4Aの幅方
向にPC鋼材29Aによってプレテンション方式により緊
張力を付与し、さらにコンクリート舗装版4A長さ方向
にダクト30を形成し、複数のコンクリート舗装板4Aを
PC鋼材29により現場にて緊張一体化することにより、
該コンクリート舗装版4Aの強度の向上が図れる。さら
に、コンクリート舗装版4Aの幅方向一側をU字溝1A
に固定し、他側を可動に設けることにより、幅方向に大
きなコンクリート舗装版4Aを形成しても、温度変化等
による幅の変化を前記可動な他側により吸収することが
でき、コンクリート舗装版4Aの熱膨脹,収縮よって該
コンクリート舗装板4A及びU字溝1Aに無理な力が働
くことがなく、比較的大型なU字溝1Aとコンクリート
舗装版4Aを良好に組み合わせ幅の広い舗装面を得るこ
とができる。
Further, as an effect of the embodiment, the duct 25 is formed in the U-shaped groove 1A in the longitudinal direction, and a plurality of U-shaped grooves 1A are formed on the PC.
The strength of the U-shaped groove 1A is increased by the tension integration by the steel material 24, and sufficient strength can be obtained even when a comparatively large load such as a wheel load is applied to the concrete paving slab 4A. Tension force is applied by the PC steel material 29A in the width direction of the concrete pavement slab 4A by the pre-tensioning method, and the duct 30 is formed in the lengthwise direction of the concrete pavement slab 4A. By integrating the tension in
The strength of the concrete paving slab 4A can be improved. Further, one side in the width direction of the concrete paving slab 4A is provided with a U-shaped groove 1A.
Even if a large concrete pavement slab 4A is formed in the width direction by fixing it to the other side and movably providing the other side, the movable other side can absorb a change in the width due to a temperature change or the like. Due to the thermal expansion and contraction of 4A, an unreasonable force does not act on the concrete pavement plate 4A and the U-shaped groove 1A, and the relatively large U-shaped groove 1A and the concrete paving plate 4A are satisfactorily combined to obtain a wide paved surface. be able to.

【0017】図6は本発明の第3実施例を示し、上記第
1実施例及び第2実施例と同一部分に同一符号を付しそ
の詳細な説明を省略して詳述すると、この例では第2実
施例のU字溝1Aに水道用本管3を配設した一例を示
し、その水道用本管3をコンクリート枠38にて囲み、こ
のコンクリート枠38の上面に圧送管11及び排水管12を配
設し、また図中左の内側面に上下にサポート39,39を取
り付け、これらサポート39,39を介して各種の通信ケー
ブル40等を配設している。また、この例ではU字溝1A
の底面中央にも緊張用のPC鋼材24を挿通するダクト25
を長さ方向全長に渡って形成している。
FIG. 6 shows a third embodiment of the present invention. The same parts as those in the first and second embodiments are designated by the same reference numerals and detailed description thereof will be omitted. An example in which the water main 3 is arranged in the U-shaped groove 1A of the second embodiment is shown. The water main 3 is surrounded by a concrete frame 38, and the pump pipe 11 and the drain pipe are provided on the upper surface of the concrete frame 38. 12 are provided, and supports 39 and 39 are attached to the upper and lower sides on the inner surface on the left side in the figure, and various communication cables 40 and the like are provided via these supports 39 and 39. Also, in this example, a U-shaped groove 1A
Duct 25 through which PC steel material 24 for tension is also inserted in the center of the bottom surface of
Is formed over the entire length in the length direction.

【0018】なお、本発明は上記実施例に限定されるも
のではなく本発明の要旨の範囲内において種々の変形実
施が可能であり、例えば実施例においては温水管に両ネ
ジソケットを設けて管端を構成したものを示したが、そ
の管端の形状は適宜選定することができ、例えば実施例
で示したポリブデンパイプあるいはステンレスパイプを
コンクリート舗装版4の裏面に突出するようにしてもよ
い。また温水管6の配管パターンも各種パターンを用い
ることができる。さらにコンクリート舗装版4の上面に
タイル9を工場にて敷設し、タイル一体型のロードヒー
テイング用プレキャストコンクリート舗装版を構成する
ようにしてもよい。さらにコンクリート舗装版4にタイ
ルを敷設せずに、コンクリートの表面をはけひきコンク
リート状に仕上げてもよい。さらにまた、U字溝内には
水道用本管の代わりに、電話用ケーブルあるいはガス管
を配設してもよく、これら水道用本管,電話用ケーブル
及びガス管等の内少なくとも1つを配設するようにして
もよい。また、本発明のコンクリート舗装版を用いて形
成する舗装面は、実施例で示した歩道に限らず車道でも
よく、さらには道路以外でも公園,駐車場等人や車の通
行のある場所であればどこにでも適用することができ
る。また、PC鋼材はコンクリートがPC鋼材に付着し
ないためにアスファルトまたはタール等が被覆されたア
ンポンドPC鋼材、またはシースを用いたポストテンシ
ョンPC鋼材等を適宜用いてもよい。
The present invention is not limited to the above embodiment, and various modifications can be made within the scope of the present invention. For example, in the embodiment, a hot water pipe is provided with both screw sockets and a pipe. Although the end is shown, the shape of the pipe end can be appropriately selected. For example, the polybutene pipe or the stainless pipe shown in the embodiment may be projected on the back surface of the concrete paving plate 4. Various patterns can be used as the piping pattern of the hot water pipe 6. Further, tiles 9 may be laid at the factory on the upper surface of the concrete paving slab 4 to form a tile-integrated precast concrete paving slab for road heating. Further, without laying tiles on the concrete paving slab 4, the surface of the concrete may be finished into a brushed concrete shape. Furthermore, a telephone cable or a gas pipe may be provided in the U-shaped groove instead of the water main, and at least one of the water main, the telephone cable, the gas pipe and the like may be provided. You may make it arrange | position. Further, the paved surface formed using the concrete paving slab of the present invention is not limited to the sidewalks shown in the examples, and may be a roadway, and may be a place other than the road, such as a park, a parking lot, or a place where people or vehicles pass. It can be applied anywhere. Further, as the PC steel material, an ampoule PC steel material coated with asphalt or tar or the like, or a post-tension PC steel material using a sheath or the like may be appropriately used because concrete does not adhere to the PC steel material.

【0019】[0019]

【発明の効果】本発明は、内部が通行可能なU字溝の上
部に敷設して舗装面をなす舗装版であって、この舗装版
は、コンクリート舗装版に温水管を埋設し、この温水管
の管端を該舗装版の裏面に突出してなるものであり、消
雪機能を有する舗装面を得るのに、施工が容易で、工期
の短縮が可能なロードヒーテイング用コンクリート舗装
版を提供することができる。
INDUSTRIAL APPLICABILITY The present invention is a paving plate which is laid on the upper part of a U-shaped groove through which the inside can pass and forms a paving surface. This paving plate is constructed by embedding a hot water pipe in a concrete paving plate. Providing a concrete pavement for road heating that is easy to construct and can shorten the construction period in order to obtain a pavement surface with a snow-removing function, in which the pipe end of the pipe is projected to the back surface of the pavement can do.

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

【図1】本発明の第1実施例を示す断面図である。FIG. 1 is a cross-sectional view showing a first embodiment of the present invention.

【図2】本発明の第1実施例を示す要部の拡大断面図で
ある。
FIG. 2 is an enlarged cross-sectional view of a main part showing the first embodiment of the present invention.

【図3】本発明の第1実施例を示す一部を切欠いた平面
図である。
FIG. 3 is a partially cutaway plan view showing a first embodiment of the present invention.

【図4】本発明の第1実施例を示す縦断面図である。FIG. 4 is a vertical sectional view showing a first embodiment of the present invention.

【図5】本発明の第2実施例を示す断面図である。FIG. 5 is a sectional view showing a second embodiment of the present invention.

【図6】本発明の第3実施例を示す断面図である。FIG. 6 is a sectional view showing a third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1,1A U字溝 2 通路 4,4A コンクリート舗装版 6 温水管 8 両ネジソケット(管端) 1,1A U-shaped groove 2 Passage 4,4A Concrete pavement plate 6 Hot water pipe 8 Both screw sockets (pipe end)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 内部が通行可能なU字溝の上部に敷設し
て舗装面をなす舗装版であって、この舗装版は、コンク
リート舗装版に温水管を埋設し、この温水管の管端を該
舗装版の裏面に突出してなることを特徴とするロードヒ
ーテイング用プレキャスト舗装版。
1. A pavement slab having a pavement surface laid on an upper portion of a U-shaped groove through which the inside can pass, the pavement slab having a hot water pipe embedded in a concrete pavement and a pipe end of the hot water pipe. A precast pavement plate for road heating, wherein the precast pavement plate is formed by projecting on the back surface of the pavement plate.
JP4248287A 1992-09-17 1992-09-17 Precast concrete pavement for road heating Expired - Fee Related JP2581316B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4248287A JP2581316B2 (en) 1992-09-17 1992-09-17 Precast concrete pavement for road heating

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4248287A JP2581316B2 (en) 1992-09-17 1992-09-17 Precast concrete pavement for road heating

Publications (2)

Publication Number Publication Date
JPH06101206A true JPH06101206A (en) 1994-04-12
JP2581316B2 JP2581316B2 (en) 1997-02-12

Family

ID=17175854

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4248287A Expired - Fee Related JP2581316B2 (en) 1992-09-17 1992-09-17 Precast concrete pavement for road heating

Country Status (1)

Country Link
JP (1) JP2581316B2 (en)

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* Cited by examiner, † Cited by third party
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KR20030072775A (en) * 2002-03-06 2003-09-19 성수복 Underground laying pipe mounting method of road using square box
WO2003104565A1 (en) * 2002-06-11 2003-12-18 Aco Drain A/S A draining gutter as well as a cast-iron frame for the manufacture thereof
KR100466551B1 (en) * 2000-06-24 2005-01-17 (주)종합건축사 사무소 담 Pipes for ice making on roads {omitted}
ES2304284A1 (en) * 2006-03-16 2008-10-01 Hormigones Polimericos De Navarra Sealed canalization (Machine-translation by Google Translate, not legally binding)
CN106917340A (en) * 2017-03-17 2017-07-04 张启志 Control water dustproof sponge type road construction method in a kind of cities and towns
JP2017128997A (en) * 2016-01-15 2017-07-27 積水化学工業株式会社 Ground surface temperature control apparatus
JP2017166191A (en) * 2016-03-15 2017-09-21 積水化学工業株式会社 Ground surface temperature control device
JP2017166190A (en) * 2016-03-15 2017-09-21 積水化学工業株式会社 Ground surface temperature control device
US11753337B2 (en) 2019-02-14 2023-09-12 Iowa State University Research Foundation, Inc. Electrically conductive concrete composition and system design for resistive heating of pavements with low volume fractions of carbon microfiber

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JPH0235103A (en) * 1987-09-17 1990-02-05 Pateine Shokai:Kk Plane-shaped block
JPH0473017U (en) * 1990-11-01 1992-06-26

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JPH0235103A (en) * 1987-09-17 1990-02-05 Pateine Shokai:Kk Plane-shaped block
JPH0473017U (en) * 1990-11-01 1992-06-26

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KR100466551B1 (en) * 2000-06-24 2005-01-17 (주)종합건축사 사무소 담 Pipes for ice making on roads {omitted}
KR20030072775A (en) * 2002-03-06 2003-09-19 성수복 Underground laying pipe mounting method of road using square box
WO2003104565A1 (en) * 2002-06-11 2003-12-18 Aco Drain A/S A draining gutter as well as a cast-iron frame for the manufacture thereof
ES2304284A1 (en) * 2006-03-16 2008-10-01 Hormigones Polimericos De Navarra Sealed canalization (Machine-translation by Google Translate, not legally binding)
JP2017128997A (en) * 2016-01-15 2017-07-27 積水化学工業株式会社 Ground surface temperature control apparatus
JP2017166191A (en) * 2016-03-15 2017-09-21 積水化学工業株式会社 Ground surface temperature control device
JP2017166190A (en) * 2016-03-15 2017-09-21 積水化学工業株式会社 Ground surface temperature control device
CN106917340A (en) * 2017-03-17 2017-07-04 张启志 Control water dustproof sponge type road construction method in a kind of cities and towns
CN106917340B (en) * 2017-03-17 2019-04-26 张启志 A kind of cities and towns control water dustproof sponge type road construction method
US11753337B2 (en) 2019-02-14 2023-09-12 Iowa State University Research Foundation, Inc. Electrically conductive concrete composition and system design for resistive heating of pavements with low volume fractions of carbon microfiber

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