WO2010001480A1 - Pavement structure - Google Patents

Pavement structure Download PDF

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Publication number
WO2010001480A1
WO2010001480A1 PCT/JP2008/062185 JP2008062185W WO2010001480A1 WO 2010001480 A1 WO2010001480 A1 WO 2010001480A1 JP 2008062185 W JP2008062185 W JP 2008062185W WO 2010001480 A1 WO2010001480 A1 WO 2010001480A1
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WO
WIPO (PCT)
Prior art keywords
pavement
water supply
water
edge
layer
Prior art date
Application number
PCT/JP2008/062185
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French (fr)
Japanese (ja)
Inventor
裕 並木
一郎 高橋
智広 内池
豪 辻井
直幸 小栗
萬大 福田
Original Assignee
大成ロテック株式会社
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Priority to PCT/JP2008/062185 priority Critical patent/WO2010001480A1/en
Publication of WO2010001480A1 publication Critical patent/WO2010001480A1/en

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    • 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
    • E01C5/003Pavings made of prefabricated single units characterised by material or composition used for beds or joints; characterised by the way of laying
    • 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
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • 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
    • 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
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Definitions

  • the present invention relates to a pavement structure provided with a water supply function for suppressing the temperature rise of the pavement.
  • Patent Literature 1 discloses a pavement system in which water is automatically supplied from a water supply pipe (irrigation pipe) buried in the lower part of the pavement block, and the temperature rise of the pavement block is suppressed by the heat of vaporization.
  • Reference (2) also discloses a water-retentive pavement structure that has a water-retention layer on the pavement surface side and a water-supply layer below it, and can supply water from a water supply pipe embedded in the water-supply layer.
  • a water-retentive pavement structure that has a water-retention layer on the pavement surface side and a water-supply layer below it, and can supply water from a water supply pipe embedded in the water-supply layer.
  • the present invention has been made in view of such problems, and has an object to provide a pavement structure having a wide choice of materials and excellent in maintainability.
  • the pavement structure according to the present invention is characterized by comprising a pavement layer having a slit opened to the pavement surface, and water supply means installed in the slit.
  • the water supply means is installed in the slit provided in the pavement layer, the distance between the water supply means and the pavement layer is short. Therefore, since the material which can not soak up water can be used rather than before, the range of material selection will be expanded.
  • the water supply means is installed in the slit opened to the pavement surface, maintenance of the water supply means can be performed from the said opening part. Therefore, it is not necessary to peel off the pavement layer at the time of maintenance of the water supply means, and the time and cost of maintenance can be reduced.
  • the water supply means includes a water supply tape, and the water supply tape overlaps the other edge of one elongated plate member with the other edge of the other elongated plate.
  • the end portion of the first end portion is fixed to the one end portion so as to be hollow, and the other end portion which is the outer side is penetrated in a portion where the one end portion and the other end portion overlap. It is preferable to have the discharge part formed.
  • the said discharge part is a slit-shaped groove
  • the slit-like groove is opened by the water pressure and the water is discharged, so the water pressure inside the water supply tape does not easily decrease. Therefore, water can be stably supplied over the entire length of the water supply tape.
  • a pressure reducing device is provided between the one edge and the other edge. According to this configuration, it is possible to reliably discharge water from the discharge portion while maintaining the water pressure inside the water supply tape high by the pressure reducing device. Therefore, water can be stably supplied over the entire length of the water supply tape.
  • the decompression device is preferably a plurality of weirs formed on the outer surface of the one edge or the inner surface of the other edge. According to this configuration, since the pressure reducing action occurs when the water deforms the weir, the pressure reducing device can be configured with a simple configuration. Therefore, the manufacturing cost of the water supply tape can be reduced. Moreover, since it is a simple structure, it is hard to be damaged and maintenance cost can be reduced.
  • the water supply means of the present invention preferably comprises any one or a combination of a water supply tape, a water supply pipe, a groove-like member having an open top, or the like. According to this configuration, water can be suitably distributed in the slit.
  • the pavement layer of the present invention is composed of a plurality of pavement blocks, and the slit is preferably a joint between pavement blocks. According to this configuration, since the joint portion between the plurality of pavement blocks can be used as a slit, the formation of the slit and the installation of the water supply means are easy.
  • the pavement layer of the present invention preferably has water retention.
  • the paving block preferably has water retention. According to this configuration, for example, since the pavement layer formed of pavement blocks etc. has water retention, water supplied from the water supply means in the slit is retained in the pavement layer. Therefore, the cooling action can be sustained for a long time.
  • FIG. 1 is a plan view of a pavement structure according to the present embodiment.
  • FIG. 2 is a cross-sectional view of the pavement structure according to the present embodiment.
  • the pavement structure 1 which concerns on this embodiment comprises what is called a road, and is mainly provided with the pavement layer 2 used as a surface layer, and the water supply apparatus 3.
  • the pavement structure 1 has a layered structure, and includes a pavement layer 2, a support layer 4, an impermeable layer 5, and a roadbed 6 in this order from the pavement surface (see FIG. 2).
  • the application object of the pavement structure 1 may be, for example, a promenade, an open space, a parking lot, a building periphery, a rooftop, etc. as well as the sidewalk and the roadway.
  • the pavement layer 2 is a layer located closest to the ground surface, and is formed, for example, by laying a plurality of pavement blocks 20 having water retention capacity.
  • the pavement layer 2 has a slit that opens to the pavement surface 2a.
  • joints 25 of adjacent pavement blocks 20 function as slits.
  • the pavement block 20 is a member that receives a treading pressure of an automobile, a pedestrian, or the like, and is formed of, for example, a flat plate block having a rectangular shape.
  • the pavement blocks 20 are, for example, arranged in parallel along the extension direction of the road, and arranged alternately (staggeredly) in the width direction of the road.
  • Joints 25 are formed between adjacent pavement blocks 20.
  • the joint 25 is filled with sand 27 so that the pavement block 20 does not move (see FIG. 2).
  • the water supply tape 31 of the water supply apparatus 3 is embed
  • the paving block 20 includes, for example, a plurality of aggregates 21 and a water retaining grout 23 filled in the gaps between the aggregates 21.
  • the material, the particle size, the coarse particle ratio, the open particle size, and the like are selected and adjusted so that the aggregate 21 can exhibit desired strength.
  • the water retention grout 23 is a grout material having water retention, and is constituted, for example, by containing a mineral or resin having water retention in a normal grout material composed of cement and water.
  • the water holding grout 23 mainly holds water supplied from the water supply tape 31 and rain water that has rained on the pavement surface 2 a.
  • the pavement block 20 can be appropriately selected and used from known pavement blocks.
  • the support layer 4 is a layer that supports the pavement layer 2 from below, and is made of, for example, sand (fine aggregate) having a predetermined particle diameter.
  • the water blocking layer 5 is provided between the support layer 4 and the roadbed 6 to prevent the water from flowing out of the support layer 4 to the roadbed 6.
  • the water blocking layer 5 is made of, for example, a water blocking sheet. Water which can not be retained by the pavement layer 2 and the support layer 4 flows along the water impermeable layer 5 along the gradient and is drained.
  • the roadbed 6 is a layer that plays the role of dispersing the load from the support layer 4 and transmitting it to the roadbed (not shown).
  • the water supply apparatus 3 mainly includes a water supply tape 31 which is a water supply means, a water storage tank 32 and a connecting pipe 33 which connects these.
  • the water supply tape 31 is a water supply means for supplying water to the pavement layer 2, and is buried in the joint 25 (see FIG. 2).
  • the water supply tape 31 is disposed at predetermined intervals in the width direction of the road and along the extension direction of the road.
  • a connection pipe 33 is connected to each water supply tape 31, and water is supplied from the water storage tank 32 via the connection pipe 33.
  • FIG. 3 is a perspective view showing a water supply means, in which (a) shows a water supply tape and (b) shows a water supply pipe.
  • the water supply tape 31 has a cross-sectional shape that is elongated and crushed as shown in FIG. Is a member whose cross-sectional shape becomes circular.
  • the water supply tape 31 is installed in the narrow joint 25 so that it does not have a perfect circular shape even when water flows, and the cross-sectional shape is elongated to some extent Water is flowing in a crushed condition.
  • the water supply tape 31 is a hollow member made from resin, and water flows through the hollow part 31a.
  • the water supply tape 31 is hollow, for example, by overlapping one edge 31c and the other edge 31d of one elongated plate-like member and welding the lower end 31d1 of the other edge 31d which is the outer side. Is formed.
  • the water supply tape 31 has a slit (cut) -like groove 31b penetrating the other edge 31d to be the outside, in the vicinity of the widthwise central portion of the overlapping portion of the one edge 31c and the other edge 31d. doing.
  • the slit-like grooves 31 b are connected to, for example, a pressure reducing device described later, and are formed at intervals of several tens of centimeters in the longitudinal direction of the water supply tape 31.
  • the shape of the slit-like groove 31b is not particularly limited, and may be formed into any shape.
  • a plurality of weirs (a device that provides resistance when water flows) is formed on the inner peripheral surface of the hollow portion 31a (for example, the outer surface of one edge 31c) between the slit-like grooves 31b. It is a decompression device that decompresses the water pressure of the water supplied by a pump described later.
  • the water flowing through the hollow portion 31a enters between the one edge 31c and the other edge 31b, and after being decompressed by the decompression device, is discharged from the slit-like groove 31b to the outside. Therefore, regardless of the distance from the pump, a fixed amount of water can be discharged from each slit-like groove 31b.
  • the water supply means of this embodiment is not restricted to the water supply tape 31,
  • the water supply pipe 131 has a hollow portion 131a through which water flows, and a plurality of through holes 131b communicating the hollow portion 131a with the outer peripheral portion.
  • the through holes 131 b are, for example, formed in a circular shape, and two through holes 131 b are provided at predetermined intervals.
  • the water supply pipe 131 is formed of a flexible material (for example, rubber), and can be installed in the joint 25 by deforming into a slender oval even when the diameter is larger than the joint 25 of the pavement layer 2 It has become.
  • the water storage tank 32 is a tank for storing water to be supplied to the water supply tape 31, and can store, for example, rain water.
  • a connection pipe 33 is connected to the water storage tank 32.
  • connection pipe 33 is a pipe that connects the water supply tape 31 and the water storage tank 32, and is embedded below the pavement layer 2 along the cross direction of the road.
  • the connection pipe 33 is made of, for example, a vinyl chloride pipe having a diameter larger than that of the water supply tape 31 so as not to be easily closed.
  • the connecting pipe 33 is embedded below the pavement layer 2, but its extension is short, so that the area where the pavement layer 2 is peeled off can be minimized even if maintenance is necessary.
  • the water supply device 3 includes a sensor for measuring the amount of solar radiation, a pump for delivering water in the water storage tank 32 to the water supply tape 31, a control device for controlling the pump based on signals from the sensor, It also has a power supply, etc.
  • a power supply device it is preferable to use, for example, a solar power generator.
  • FIG. 4 is a perspective view showing another water supply pipe.
  • FIG. 5 is a view showing a modification of the water supply means.
  • the water supply tape 31 is used as the water supply means.
  • a resin water supply pipe 31A having a circular cross section may be installed.
  • the water supply pipe 31A has a circular cross section regardless of the flow of water in the hollow portion 31Aa, and has a plurality of through holes 31Ab.
  • Sand 27 is filled around the water supply pipe 31A.
  • the water supply pipe 31A is installed in the joint 25 of the pavement layer 2 with circular cross-sectional shape.
  • the grooved member 31B may be made of, for example, metal, or may be formed by bending a water-impervious sheet into a groove shape.
  • the inside of the grooved member 31B may be filled with sand.
  • the water supply tape 31 may be installed in the grooved member 31B. In this way, the water supplied from the water supply tape 31 is less likely to flow out to the support layer 4, and water can be effectively supplied to the pavement layer 2.
  • the water supplied from the water supply tape 31 is sucked up by the water retaining grout 23 of the pavement block 20 and rises to the pavement surface 2 a. Then, in the process of the water rising to the pavement surface 2a becoming steam, the heat of the pavement layer 2 is taken away as heat of vaporization, and the temperature rise of the pavement layer 2 is suppressed.
  • the pavement layer 2 since the water supply tape 31 is installed in the joint 25 which is a slit of the pavement layer 2, the pavement layer 2 only needs to suck water from the joint 25. Therefore, in comparison with the conventional pavement structure which has been sucked from the support layer 4, the suction distance is shortened, and it is possible to use a material having low water absorbability. Also, it is possible to use a material with low water absorption for the support layer 4. Therefore, the range of material selection of the pavement layer 2 and the support layer 4 is expanded. Moreover, since high water absorbency is not required, even if the water absorbency of the pavement layer 2 is reduced by aged deterioration, a high temperature reduction effect can be exhibited.
  • the water supply tape 31 in the joint 25 is gripped and pulled up to take out the water supply tape 31 from the joint 25. At this time, most of the sand 27 filled in the joint 25 is discharged out of the joint 25 together with the water supply tape 31.
  • the sand 27 in the joint 25 may be removed using an air blowing device or the like.
  • the water supply tape 31 is replaced, a new water supply tape 31 is installed in the original joint 25, and the sand 27 is filled. Thereby, maintenance of the water supply tape 31 can be performed, without removing the pavement block 20 almost. In addition, deterioration of the water supply tape 31 can be easily prevented by taking out and storing the water supply tape 31 from the joint 25 in the winter season when the heat island measure is unnecessary. Thereby, the useful life of the water supply tape 31 can be extended.
  • the pavement layer 2 is configured by laying a plurality of pavement blocks 20, but the configuration of the pavement layer 2 is not limited to this.
  • the pavement layer 2 may be a water-retentive asphalt pavement, or, more specifically, may be a conventional asphalt pavement or concrete pavement having no water-retention capacity.
  • the water supply tape 31 or the like can be installed in the slit by forming a slit in the pavement using an asphalt cutter or the like.
  • the slit may be formed by embedding a thin plate or the like at the time of placing the pavement and removing the thin plate after hardening.
  • the water supply tape 31 is installed in parallel to the extension direction of the road, but the installation direction of the water supply tape 31 is not particularly limited.
  • water supply pipes at equal intervals in the direction orthogonal to the road May be installed.
  • the method of fixing the end of the other edge of the water supply tape 31 and the one edge may be, for example, welding or bonding.
  • the slit-shaped groove 31b is described as an example of the discharge portion formed at the other edge of the water supply tape 31, but the present invention is not limited to this, and water can be discharged. As long as it is configured, any hole or cut may be used.
  • the case where a plurality of ridges are formed on the outer surface of one edge portion is described as an example, but a plurality of ridges are formed on the inner surface of the other edge portion.
  • the pressure reducing device may be configured.
  • the pressure reducing device may be any device as long as it can provide resistance when water exits from the slit-like groove, for example, one edge A non-woven fabric or a woven fabric may be disposed between the portion and the other edge.

Abstract

Provided is a pavement structure having a wide freedom for material selection and excellent maintainability. The pavement structure (1) comprises mainly a pavement body layer (2) forming a surface layer and a water supply device (3). The pavement body layer (2) is positioned nearest a ground surface side, and formed, for example, by spreading pavement blocks (20) having water-holding property. The pavement body layer (2) has slits opening to the pavement surface (2a). In this preferred embodiment, joints (25) between the pavement blocks (20) function as slits. A water supply tape (31) is a water supply means for supplying water to the pavement body layer (2), and buried in each of the joints (25).

Description

舗装構造Pavement structure
 本発明は、舗装の温度上昇を抑制するための給水機能を備えた舗装構造に関する。 The present invention relates to a pavement structure provided with a water supply function for suppressing the temperature rise of the pavement.
 近年、都市部の気温が周辺部に比較して高くなる所謂「ヒートアイランド現象」が問題になっている。その原因の一つとして、アスファルト舗装の蓄熱作用が挙げられており、アスファルト舗装の蓄熱(温度上昇)を抑制するために、給水機能を備えた舗装構造の開発が行われている。
 例えば、文献(1)には、舗装ブロックの下部に埋設した給水パイプ(潅水管)から自動的に水を供給し、気化熱によって舗装ブロックの温度上昇を抑制する舗装システムが開示されている。
 また、文献(2)には、舗装表面側の保水層と、その下の給水層と、を有し、給水層内に埋設した給水パイプから水を供給可能な保水性舗装構造が開示されている。
  (1)特開2006-161343号公報
  (2)特開2004-353399号公報
In recent years, the so-called "heat island phenomenon" in which the temperature in the urban area is higher than that in the surrounding area has become a problem. One of the causes is the heat storage effect of asphalt pavement, and in order to suppress the heat storage (temperature rise) of asphalt pavement, development of a pavement structure provided with a water supply function is being carried out.
For example, Patent Literature 1 discloses a pavement system in which water is automatically supplied from a water supply pipe (irrigation pipe) buried in the lower part of the pavement block, and the temperature rise of the pavement block is suppressed by the heat of vaporization.
Reference (2) also discloses a water-retentive pavement structure that has a water-retention layer on the pavement surface side and a water-supply layer below it, and can supply water from a water supply pipe embedded in the water-supply layer. There is.
(1) JP-A-2006-161343 (2) JP-A-2004-353399
 しかし、従来の給水機能を備えた舗装構造では、給水パイプが舗装体の下部に埋設されているため、水が浸み上がる能力に優れた舗装材を使用する必要があり、材料選択の余地が制限されていた。
 また、従来の給水機能を備えた舗装構造では、給水パイプに異常が生じた場合、上部の舗装体を剥がしてメンテナンスを行う必要があった。そのため、メンテナンスに手間とコストがかかるという問題があった。
However, in the paving structure with the conventional water supply function, since the water supply pipe is embedded in the lower part of the paving body, it is necessary to use a paving material excellent in the ability to soak up water, and there is room for material selection. It was restricted.
Moreover, in the pavement structure provided with the conventional water supply function, when abnormality generate | occur | produced in the water supply pipe, it was necessary to peel off the pavement body of the upper part and to perform maintenance. Therefore, there was a problem that maintenance takes time and cost.
 本発明は、かかる問題に鑑みて創案されたものであり、材料選択の余地が広く、メンテナンス性に優れた舗装構造を提供することを課題とする。 The present invention has been made in view of such problems, and has an object to provide a pavement structure having a wide choice of materials and excellent in maintainability.
 本発明に係る舗装構造は、舗装表面に開口するスリットを有する舗装体層と、前記スリット内に設置された給水手段と、を備えることを特徴とする。 The pavement structure according to the present invention is characterized by comprising a pavement layer having a slit opened to the pavement surface, and water supply means installed in the slit.
 かかる構成によれば、舗装体層に設けられたスリット内に給水手段が設置されているので、給水手段と舗装体層との距離が近い。そのため、従来よりも水が浸み上がる能力が低い材料を用いることができるので、材料選択の幅が広がることとなる。 According to this configuration, since the water supply means is installed in the slit provided in the pavement layer, the distance between the water supply means and the pavement layer is short. Therefore, since the material which can not soak up water can be used rather than before, the range of material selection will be expanded.
 また、舗装表面に開口したスリット内に給水手段が設置されているので、当該開口部から給水手段のメンテナンスを行うことができる。そのため、給水手段のメンテナンス時に舗装体層を剥がす必要がなくなり、メンテナンスの手間とコストを削減できる。 Moreover, since the water supply means is installed in the slit opened to the pavement surface, maintenance of the water supply means can be performed from the said opening part. Therefore, it is not necessary to peel off the pavement layer at the time of maintenance of the water supply means, and the time and cost of maintenance can be reduced.
 また、前記給水手段は、給水テープを含んでなり、前記給水テープは、一枚の細長い板状部材の一方の縁部と他方の縁部とを重ね合わせ、外側となった前記他方の縁部の端部を前記一方の縁部に固着して中空状に形成されており、前記一方の縁部と前記他方の縁部とが重なり合った部分に、外側となる前記他方の縁部を貫通して形成した吐出部を有するのが好ましい。 In addition, the water supply means includes a water supply tape, and the water supply tape overlaps the other edge of one elongated plate member with the other edge of the other elongated plate. The end portion of the first end portion is fixed to the one end portion so as to be hollow, and the other end portion which is the outer side is penetrated in a portion where the one end portion and the other end portion overlap. It is preferable to have the discharge part formed.
 かかる構成によれば、中空状に形成された給水テープの内部を流れる水が外側となった他方の縁部に形成された吐出部から吐出される際に、内側に配置された一方の縁部が抵抗となるため、給水テープの内部の水圧が下がりにくい。そのため、給水源から離れた位置においても水圧が下がりにくく、給水テープの全長に亘って安定して水を供給することができる。 According to this configuration, when the water flowing through the inside of the hollow water supply tape is discharged from the discharge portion formed at the other edge which is the outer side, the one edge which is disposed on the inner side The water pressure inside the water supply tape is difficult to reduce. Therefore, the water pressure is unlikely to decrease even at a position away from the water supply source, and water can be stably supplied over the entire length of the water supply tape.
 また、前記吐出部は、スリット状の溝であるのが好ましい。
 かかる構成によれば、水圧によってスリット状の溝が開いて水が吐出されるので、給水テープの内部の水圧が下がりにくい。そのため、給水テープの全長に亘って安定して水を供給することができる。
Moreover, it is preferable that the said discharge part is a slit-shaped groove | channel.
According to this configuration, the slit-like groove is opened by the water pressure and the water is discharged, so the water pressure inside the water supply tape does not easily decrease. Therefore, water can be stably supplied over the entire length of the water supply tape.
 また、前記一方の縁部と前記他方の縁部との間に減圧装置を備えるのが好ましい。
 かかる構成によれば、減圧装置によって、給水テープ内部の水圧を高い状態に保ちつつ、吐出部から確実に水を吐出することができる。そのため、給水テープの全長に亘って安定して水を供給することができる。
Preferably, a pressure reducing device is provided between the one edge and the other edge.
According to this configuration, it is possible to reliably discharge water from the discharge portion while maintaining the water pressure inside the water supply tape high by the pressure reducing device. Therefore, water can be stably supplied over the entire length of the water supply tape.
 また、前記減圧装置は、前記一方の縁部の外側面又は前記他方の縁部の内側面に形成された複数の襞であるのが好ましい。
 かかる構成によれば、水が襞を変形させることで減圧作用が生じるので、簡易な構成で減圧装置を構成することができる。そのため、給水テープの製造コストを削減することができる。また、簡易な構成であるので、故障しにくく、メンテナンス費用を低減することができる。
The decompression device is preferably a plurality of weirs formed on the outer surface of the one edge or the inner surface of the other edge.
According to this configuration, since the pressure reducing action occurs when the water deforms the weir, the pressure reducing device can be configured with a simple configuration. Therefore, the manufacturing cost of the water supply tape can be reduced. Moreover, since it is a simple structure, it is hard to be damaged and maintenance cost can be reduced.
 本発明の給水手段は、給水テープ、給水パイプ、上部が開口した溝状部材、のうちのいずれか又はこれらの組み合わせを含んでなるのが好ましい。
 かかる構成によれば、スリット内に水を好適に行き渡らせることができる。
The water supply means of the present invention preferably comprises any one or a combination of a water supply tape, a water supply pipe, a groove-like member having an open top, or the like.
According to this configuration, water can be suitably distributed in the slit.
 本発明の舗装体層は、複数の舗装ブロックで構成されており、前記スリットは舗装ブロック同士の目地部であるのが好ましい。
 かかる構成によれば、複数の舗装ブロック同士の目地部をスリットとして活用できるので、スリットの形成及び給水手段の設置が容易である。
The pavement layer of the present invention is composed of a plurality of pavement blocks, and the slit is preferably a joint between pavement blocks.
According to this configuration, since the joint portion between the plurality of pavement blocks can be used as a slit, the formation of the slit and the installation of the water supply means are easy.
 本発明の舗装体層は、保水性を有するのが好ましい。また、舗装ブロックは、保水性を有するのが好ましい。
 かかる構成によれば、例えば舗装ブロックなどで構成される舗装体層が保水性を有するので、スリット内の給水手段から供給された水が舗装体層に保水される。そのため、冷却作用を長時間持続させることができる。
The pavement layer of the present invention preferably has water retention. In addition, the paving block preferably has water retention.
According to this configuration, for example, since the pavement layer formed of pavement blocks etc. has water retention, water supplied from the water supply means in the slit is retained in the pavement layer. Therefore, the cooling action can be sustained for a long time.
 本発明によれば、材料選択の余地が広く、メンテナンス性に優れた舗装構造を提供することができる。 According to the present invention, it is possible to provide a paving structure having a wide choice of materials and excellent in maintainability.
本実施形態に係る舗装構造の平面図である。It is a top view of the pavement structure concerning this embodiment. 本実施形態に係る舗装構造の断面図である。It is sectional drawing of the pavement structure which concerns on this embodiment. 給水手段を示す斜視図であり、(a)は給水テープ、(b)は給水パイプをそれぞれ示している。It is a perspective view which shows a water supply means, (a) is a water supply tape, (b) has each shown the water supply pipe. 他の給水パイプの斜視図である。It is a perspective view of another water supply pipe. 給水手段の変形例を示す図面である。It is drawing which shows the modification of a water supply means.
符号の説明Explanation of sign
 1   舗装構造
 2   舗装体層
 2a  舗装表面
 3   給水装置
 4   支持層
 5   遮水層
 6   路盤
 20  舗装ブロック
 21  骨材
 23  保水性グラウト
 25  目地
 27  砂
 31  給水テープ(給水手段)
DESCRIPTION OF SYMBOLS 1 Pavement structure 2 Pavement layer 2a Pavement surface 3 Water supply apparatus 4 Support layer 5 Water barrier layer 6 Roadbed 20 Pavement block 21 Aggregate 23 Water retention grout 25 Joint 27 Sand 31 Water supply tape (water supply means)
 本発明を実施するための最良の実施形態について図面を参照して詳細に説明する。本実施形態においては、舗装体層として舗装ブロックを用いた場合を例にとって説明する。説明において、同一の要素には同一の符号を付し、重複する説明は省略する。 BEST MODE FOR CARRYING OUT THE INVENTION Best modes for carrying out the present invention will be described in detail with reference to the drawings. In the present embodiment, the case where a paving block is used as the paving body layer will be described as an example. In the description, the same elements will be denoted by the same reference signs and redundant description will be omitted.
 図1は、本実施形態に係る舗装構造の平面図である。図2は、本実施形態に係る舗装構造の断面図である。
 図1、図2に示すように、本実施形態に係る舗装構造1は、いわゆる道路を構成するものであり、表層となる舗装体層2と、給水装置3とを主に備えている。また、舗装構造1は層構造を呈しており、舗装表面から順に、舗装体層2、支持層4、遮水層5、路盤6、を備えている(図2参照)。なお、舗装構造1の適用対象は、歩道や車道のみならず、例えば、遊歩道、広場、駐車場、建物周辺、屋上などであってもよい。
FIG. 1 is a plan view of a pavement structure according to the present embodiment. FIG. 2 is a cross-sectional view of the pavement structure according to the present embodiment.
As shown to FIG. 1, FIG. 2, the pavement structure 1 which concerns on this embodiment comprises what is called a road, and is mainly provided with the pavement layer 2 used as a surface layer, and the water supply apparatus 3. As shown in FIG. The pavement structure 1 has a layered structure, and includes a pavement layer 2, a support layer 4, an impermeable layer 5, and a roadbed 6 in this order from the pavement surface (see FIG. 2). In addition, the application object of the pavement structure 1 may be, for example, a promenade, an open space, a parking lot, a building periphery, a rooftop, etc. as well as the sidewalk and the roadway.
 舗装体層2は、最も地表面側に位置する層であり、例えば、保水性を有する舗装ブロック20を複数敷き詰めて形成されている。舗装体層2は、舗装表面2aに開口するスリットを有している。本実施形態では、隣り合う舗装ブロック20同士の目地25がスリットとして機能している。 The pavement layer 2 is a layer located closest to the ground surface, and is formed, for example, by laying a plurality of pavement blocks 20 having water retention capacity. The pavement layer 2 has a slit that opens to the pavement surface 2a. In the present embodiment, joints 25 of adjacent pavement blocks 20 function as slits.
 図1に示すように、舗装ブロック20は、自動車や歩行者などの踏み圧を受ける部材であり、例えば長方体形状を呈する平板ブロックで構成されている。舗装ブロック20は、例えば、道路の延長方向に沿って平行に並べられているとともに、道路の幅方向には互い違い(千鳥状)に並べられている。隣り合う舗装ブロック20同士の間には目地25が形成されている。目地25には、舗装ブロック20が動かないように砂27が充填されている(図2参照)。そして、道路の延長方向と平行な目地25の一部には、給水装置3の給水テープ31が埋設されている。 As shown in FIG. 1, the pavement block 20 is a member that receives a treading pressure of an automobile, a pedestrian, or the like, and is formed of, for example, a flat plate block having a rectangular shape. The pavement blocks 20 are, for example, arranged in parallel along the extension direction of the road, and arranged alternately (staggeredly) in the width direction of the road. Joints 25 are formed between adjacent pavement blocks 20. The joint 25 is filled with sand 27 so that the pavement block 20 does not move (see FIG. 2). And the water supply tape 31 of the water supply apparatus 3 is embed | buried under a part of joint 25 parallel to the extension direction of a road.
 図2に示すように、舗装ブロック20は、例えば、複数の骨材21と、骨材21同士の隙間に充填された保水性グラウト23と、を含んで構成されている。骨材21は、所望の強度を発揮できるように、材質、粒径、粗粒率、開粒度、などが選択・調整されている。保水性グラウト23は、保水性を有するグラウト材であり、例えば、セメントと水とからなる通常のグラウト材に保水性を有する鉱物や樹脂を含有して構成されている。保水性グラウト23は、給水テープ31から供給された水や、舗装表面2aに降雨した雨水などを主に保水する。舗装ブロック20は、公知の舗装ブロックの中から適宜選択して用いることができる。 As shown in FIG. 2, the paving block 20 includes, for example, a plurality of aggregates 21 and a water retaining grout 23 filled in the gaps between the aggregates 21. The material, the particle size, the coarse particle ratio, the open particle size, and the like are selected and adjusted so that the aggregate 21 can exhibit desired strength. The water retention grout 23 is a grout material having water retention, and is constituted, for example, by containing a mineral or resin having water retention in a normal grout material composed of cement and water. The water holding grout 23 mainly holds water supplied from the water supply tape 31 and rain water that has rained on the pavement surface 2 a. The pavement block 20 can be appropriately selected and used from known pavement blocks.
 図2に示すように、支持層4は、舗装体層2を下方から支持する層であり、例えば所定粒径の砂(細骨材)で構成されている。
 遮水層5は、支持層4と路盤6との間に設けられており、支持層4から路盤6へ水分が流出するのを防止している。遮水層5は、例えば、遮水シートで構成されている。なお、舗装体層2および支持層4で保水しきれない水分は、遮水層5上を勾配に沿って流れて排水されることとなる。
 路盤6は、支持層4からの荷重を分散させて路床(図示せず)に伝える役割を果たす層である。
As shown in FIG. 2, the support layer 4 is a layer that supports the pavement layer 2 from below, and is made of, for example, sand (fine aggregate) having a predetermined particle diameter.
The water blocking layer 5 is provided between the support layer 4 and the roadbed 6 to prevent the water from flowing out of the support layer 4 to the roadbed 6. The water blocking layer 5 is made of, for example, a water blocking sheet. Water which can not be retained by the pavement layer 2 and the support layer 4 flows along the water impermeable layer 5 along the gradient and is drained.
The roadbed 6 is a layer that plays the role of dispersing the load from the support layer 4 and transmitting it to the roadbed (not shown).
 図1に示すように、給水装置3は、給水手段たる給水テープ31と、貯水タンク32と、これらを連結する連結パイプ33と、を主に備えて構成されている。 As shown in FIG. 1, the water supply apparatus 3 mainly includes a water supply tape 31 which is a water supply means, a water storage tank 32 and a connecting pipe 33 which connects these.
 給水テープ31は、舗装体層2に水を供給する給水手段であり、目地25内に埋設されている(図2参照)。給水テープ31は、道路の幅方向に所定の間隔を開けて、かつ、道路の延長方向に沿って配置されている。各給水テープ31には、連結パイプ33が連結されており、この連結パイプ33を介して貯水タンク32から水が供給されるようになっている。 The water supply tape 31 is a water supply means for supplying water to the pavement layer 2, and is buried in the joint 25 (see FIG. 2). The water supply tape 31 is disposed at predetermined intervals in the width direction of the road and along the extension direction of the road. A connection pipe 33 is connected to each water supply tape 31, and water is supplied from the water storage tank 32 via the connection pipe 33.
 図3は、給水手段を示す斜視図であり、(a)は給水テープを、(b)は給水パイプをそれぞれ示している。
 給水テープ31は、内部に水が流れていないときは図3(a)に示すように断面形状が細長く潰れた形状、すなわちテープのような形状になり、周囲に制限がない状態で内部に水が流れると断面形状が円形になる部材である。本実施形態では、図2に示すように、給水テープ31は、幅の狭い目地25内に設置されているので、水が流れた状態でも完全な円形状にはならず、断面形状がある程度細長く潰れた状態で水が流れるようになっている。
FIG. 3 is a perspective view showing a water supply means, in which (a) shows a water supply tape and (b) shows a water supply pipe.
When the water does not flow inside, the water supply tape 31 has a cross-sectional shape that is elongated and crushed as shown in FIG. Is a member whose cross-sectional shape becomes circular. In the present embodiment, as shown in FIG. 2, the water supply tape 31 is installed in the narrow joint 25 so that it does not have a perfect circular shape even when water flows, and the cross-sectional shape is elongated to some extent Water is flowing in a crushed condition.
 図3(a)に示すように、給水テープ31は、樹脂製の中空部材であり、中空部31aを水が流れるようになっている。給水テープ31は、例えば、一枚の細長い板状部材の一方の縁部31cと他方の縁部31dとを重ね合わせ、外側となった他方の縁部31dの下端部31d1を溶着して中空状に形成されている。給水テープ31は、一方の縁部31cと他方の縁部31dとが重なり合った部分の幅方向中央部付近に、外側となる他方の縁部31dを貫通するスリット(切れ目)状の溝31bを有している。スリット状の溝31bは、例えば後述する減圧装置と接続しており、給水テープ31の長手方向に数十センチ間隔で形成されている。なお、スリット状の溝31bの形状は特に限定されるものではなく、どのような形状に形成してもよい。 As shown to Fig.3 (a), the water supply tape 31 is a hollow member made from resin, and water flows through the hollow part 31a. The water supply tape 31 is hollow, for example, by overlapping one edge 31c and the other edge 31d of one elongated plate-like member and welding the lower end 31d1 of the other edge 31d which is the outer side. Is formed. The water supply tape 31 has a slit (cut) -like groove 31b penetrating the other edge 31d to be the outside, in the vicinity of the widthwise central portion of the overlapping portion of the one edge 31c and the other edge 31d. doing. The slit-like grooves 31 b are connected to, for example, a pressure reducing device described later, and are formed at intervals of several tens of centimeters in the longitudinal direction of the water supply tape 31. The shape of the slit-like groove 31b is not particularly limited, and may be formed into any shape.
 スリット状の溝31b同士の間における中空部31aの内周面(例えば、一方の縁部31cの外側面)には、例えば複数の襞(水が流れたときに抵抗となる装置)が形成されており、後記するポンプによって供給される水の水圧を減圧する減圧装置になっている。中空部31aを流れる水は、一方の縁部31cと他方の縁部31bの間に入り込み、減圧装置によって減圧された後に、スリット状の溝31bから、外部に吐出される。そのため、ポンプからの距離にかかわらず、一定量の水を各スリット状の溝31bから吐出することができる。 For example, a plurality of weirs (a device that provides resistance when water flows) is formed on the inner peripheral surface of the hollow portion 31a (for example, the outer surface of one edge 31c) between the slit-like grooves 31b. It is a decompression device that decompresses the water pressure of the water supplied by a pump described later. The water flowing through the hollow portion 31a enters between the one edge 31c and the other edge 31b, and after being decompressed by the decompression device, is discharged from the slit-like groove 31b to the outside. Therefore, regardless of the distance from the pump, a fixed amount of water can be discharged from each slit-like groove 31b.
 なお、本実施形態の給水手段は、給水テープ31に限られるものではなく、例えば、図3(b)に示すように、円形断面を呈する給水パイプ131を用いてもよい。
 給水パイプ131は、水が流れる中空部131aと、この中空部131aと外周部とを連通する複数の貫通穴131bと、を有している。貫通孔131bは、例えば円形状に穿設されており、所定の間隔を隔てて2つずつ設けられている。給水パイプ131は、柔軟性に富む材料(例えばゴム)で形成されており、舗装体層2の目地25よりも径が大きい場合でも、細長い楕円状に変形することで目地25内に設置できるようになっている。
In addition, the water supply means of this embodiment is not restricted to the water supply tape 31, For example, as shown in FIG.3 (b), you may use the water supply pipe 131 which exhibits a circular cross section.
The water supply pipe 131 has a hollow portion 131a through which water flows, and a plurality of through holes 131b communicating the hollow portion 131a with the outer peripheral portion. The through holes 131 b are, for example, formed in a circular shape, and two through holes 131 b are provided at predetermined intervals. The water supply pipe 131 is formed of a flexible material (for example, rubber), and can be installed in the joint 25 by deforming into a slender oval even when the diameter is larger than the joint 25 of the pavement layer 2 It has become.
 図1に示すように、貯水タンク32は、給水テープ31に供給する水を貯留するタンクであり、例えば雨水を貯留することができるようになっている。貯水タンク32には、連結パイプ33が連結されている。 As shown in FIG. 1, the water storage tank 32 is a tank for storing water to be supplied to the water supply tape 31, and can store, for example, rain water. A connection pipe 33 is connected to the water storage tank 32.
 連結パイプ33は、給水テープ31と貯水タンク32とを連結するパイプであり、道路の横断方向に沿って、舗装体層2の下方に埋設されている。連結パイプ33は、閉塞し難いように、例えば、給水テープ31よりも径の大きい塩化ビニル製のパイプで構成されている。連結パイプ33は、舗装体層2の下方に埋設されているが、その延長が短いので、万が一メンテナンスが必要になった場合でも、舗装体層2を剥がす範囲を最小限に留めることができる。 The connection pipe 33 is a pipe that connects the water supply tape 31 and the water storage tank 32, and is embedded below the pavement layer 2 along the cross direction of the road. The connection pipe 33 is made of, for example, a vinyl chloride pipe having a diameter larger than that of the water supply tape 31 so as not to be easily closed. The connecting pipe 33 is embedded below the pavement layer 2, but its extension is short, so that the area where the pavement layer 2 is peeled off can be minimized even if maintenance is necessary.
 なお、図示は省略するが、給水装置3は、日射量を計測するセンサ、貯水タンク32内の水を給水テープ31に送出するポンプ、センサからの信号に基づいてポンプを制御する制御装置、及び電源装置、なども備えている。電源装置としては、例えば太陽光発電装置などを用いるのが好ましい。 Although not shown, the water supply device 3 includes a sensor for measuring the amount of solar radiation, a pump for delivering water in the water storage tank 32 to the water supply tape 31, a control device for controlling the pump based on signals from the sensor, It also has a power supply, etc. As a power supply device, it is preferable to use, for example, a solar power generator.
 図4は、他の給水パイプを示す斜視図である。図5は、給水手段の変形例を示す図面である。
 本実施形態では、給水手段として給水テープ31を用いたが、図4に示すように、例えば断面円形状を呈する樹脂製の給水パイプ31Aを設置してもよい。給水パイプ31Aは、中空部31Aa内の水の流れの有無にかかわらず断面円形状を呈しており、複数の貫通孔31Abを有している。給水パイプ31Aの周囲には、砂27が充填されている。
 図5(a)に示すように、給水パイプ31Aは、断面円形状のまま舗装体層2の目地25内に設置されている。
FIG. 4 is a perspective view showing another water supply pipe. FIG. 5 is a view showing a modification of the water supply means.
In the present embodiment, the water supply tape 31 is used as the water supply means. However, as shown in FIG. 4, for example, a resin water supply pipe 31A having a circular cross section may be installed. The water supply pipe 31A has a circular cross section regardless of the flow of water in the hollow portion 31Aa, and has a plurality of through holes 31Ab. Sand 27 is filled around the water supply pipe 31A.
As shown to Fig.5 (a), the water supply pipe 31A is installed in the joint 25 of the pavement layer 2 with circular cross-sectional shape.
 また、図5(b)に示すように、給水テープ31に替えて、上部が開口した溝形部材31Bを設置してもよい。かかる場合には、溝形部材31Bの上部開口からオーバーフローした水が、舗装体層2に供給されることとなる。そのため、舗装体層2の上方に水を供給することができる。溝形部材31Bは、例えば金属製であってもよいし、遮水シートを溝状に折り曲げて形成したものであってもよい。また、溝形部材31Bの内部に砂を充填してもよい。 Moreover, as shown in FIG.5 (b), it may change to the water supply tape 31, and you may install the grooved member 31B which the upper part opened. In such a case, the water overflowing from the upper opening of the grooved member 31 B is supplied to the pavement layer 2. Therefore, water can be supplied above the pavement layer 2. The grooved member 31B may be made of, for example, metal, or may be formed by bending a water-impervious sheet into a groove shape. In addition, the inside of the grooved member 31B may be filled with sand.
 また、図5(c)に示すように、溝形部材31Bの中に給水テープ31を設置してもよい。このようにすれば、給水テープ31から供給された水が支持層4へ流出し難くなり、舗装体層2に水を効果的に供給することができる。 Further, as shown in FIG. 5 (c), the water supply tape 31 may be installed in the grooved member 31B. In this way, the water supplied from the water supply tape 31 is less likely to flow out to the support layer 4, and water can be effectively supplied to the pavement layer 2.
 つづいて、本実施形態に係る舗装構造1の作用について説明する。
 本実施形態に係る舗装構造1によれば、給水テープ31から供給された水は、舗装ブロック20の保水性グラウト23に吸い上げられ、舗装表面2aまで上昇する。そして、舗装表面2aまで上昇した水が水蒸気になる過程で舗装体層2の熱が気化熱として奪われ、舗装体層2の温度上昇が抑制されることとなる。
It continues and demonstrates the effect | action of the pavement structure 1 which concerns on this embodiment.
According to the pavement structure 1 according to the present embodiment, the water supplied from the water supply tape 31 is sucked up by the water retaining grout 23 of the pavement block 20 and rises to the pavement surface 2 a. Then, in the process of the water rising to the pavement surface 2a becoming steam, the heat of the pavement layer 2 is taken away as heat of vaporization, and the temperature rise of the pavement layer 2 is suppressed.
 このとき、給水テープ31が舗装体層2のスリットである目地25内に設置されているので、舗装体層2は、目地25から水を吸い上げればよいこととなる。そのため、支持層4から吸い上げていた従来の舗装構造に比べて、吸い上げる距離が短くなり、吸水性の低い材料を使用することが可能になる。また、支持層4に吸水性の低い材料を用いることも可能になる。そのため、舗装体層2及び支持層4の材料選択の幅が広がる。また、高い吸水性を必要としないので、経年劣化によって舗装体層2の吸水性が低下しても、高い温度低減効果を発揮することができる。 At this time, since the water supply tape 31 is installed in the joint 25 which is a slit of the pavement layer 2, the pavement layer 2 only needs to suck water from the joint 25. Therefore, in comparison with the conventional pavement structure which has been sucked from the support layer 4, the suction distance is shortened, and it is possible to use a material having low water absorbability. Also, it is possible to use a material with low water absorption for the support layer 4. Therefore, the range of material selection of the pavement layer 2 and the support layer 4 is expanded. Moreover, since high water absorbency is not required, even if the water absorbency of the pavement layer 2 is reduced by aged deterioration, a high temperature reduction effect can be exhibited.
 また、なんらかの原因により、給水テープ31のメンテナンス(例えば交換など)が必要になった場合には、目地25の間から給水テープ31を取り出してメンテナンスを行うことができる。そのため、舗装体層2を剥がす必要がほとんどなく、メンテナンスが容易である。 In addition, when maintenance (for example, replacement etc.) of the water supply tape 31 becomes necessary due to some cause, the water supply tape 31 can be taken out from between the joints 25 and maintenance can be performed. Therefore, there is almost no need to peel off the pavement layer 2 and maintenance is easy.
 ここで、給水テープ31を交換する場合は、まず、目地25内の給水テープ31を把持して引き上げることにより、目地25から給水テープ31を取り出す。このとき、目地25に充填されていた砂27は、そのほとんどが給水テープ31と一緒に目地25の外に排出される。なお、新しい給水テープ31を目地25に入れ易くするために、エア吹出装置などを用いて目地25内の砂27を排除してもよい。また、給水テープ31を把持するときは、例えば舗装ブロック20を一つだけ取り外すようにするとよい。 Here, when replacing the water supply tape 31, first, the water supply tape 31 in the joint 25 is gripped and pulled up to take out the water supply tape 31 from the joint 25. At this time, most of the sand 27 filled in the joint 25 is discharged out of the joint 25 together with the water supply tape 31. In order to make it easy to insert a new water supply tape 31 into the joint 25, the sand 27 in the joint 25 may be removed using an air blowing device or the like. Moreover, when holding the water supply tape 31, it is good to remove only one paving block 20, for example.
 そして、給水テープ31を交換し、元の目地25内に新しい給水テープ31を設置し、砂27を充填する。これにより、舗装ブロック20をほとんど取り外すことなく、給水テープ31のメンテナンスを行うことができる。
 なお、ヒートアイランド対策が不要な冬期に給水テープ31を目地25から取り出して保管することで、給水テープ31の劣化を防止することも容易にできる。これにより、給水テープ31の耐用年数を延ばすことができる。
Then, the water supply tape 31 is replaced, a new water supply tape 31 is installed in the original joint 25, and the sand 27 is filled. Thereby, maintenance of the water supply tape 31 can be performed, without removing the pavement block 20 almost.
In addition, deterioration of the water supply tape 31 can be easily prevented by taking out and storing the water supply tape 31 from the joint 25 in the winter season when the heat island measure is unnecessary. Thereby, the useful life of the water supply tape 31 can be extended.
 以上、本発明を実施するための最良の実施形態について、図面を参照して詳細に説明したが、本発明はこれらの実施形態に限定されるものではなく、発明の主旨を逸脱しない範囲で適宜変更が可能であることは言うまでもない。 As mentioned above, although the best embodiment for carrying out the present invention was described in detail with reference to drawings, the present invention is not limited to these embodiments, and can be suitably selected in the range which does not deviate from the main point of invention. It goes without saying that changes are possible.
 例えば、本実施形態では、複数の舗装ブロック20を敷き詰めて舗装体層2を構成したが、舗装体層2の構成はこれに限定されるものではない。例えば、舗装体層2は、保水性アスファルト舗装体であってもよく、さらにいえば、保水性を有しない通常のアスファルト舗装体やコンクリート舗装体であってもよい。この場合、アスファルトカッターなどを用いて、舗装体にスリットを形成することによって、当該スリット内に給水テープ31などを設置することができる。また、舗装体の打設時に薄板などを埋設し、硬化後に薄板を取り外すことによってスリットを形成してもよい。 For example, in the present embodiment, the pavement layer 2 is configured by laying a plurality of pavement blocks 20, but the configuration of the pavement layer 2 is not limited to this. For example, the pavement layer 2 may be a water-retentive asphalt pavement, or, more specifically, may be a conventional asphalt pavement or concrete pavement having no water-retention capacity. In this case, the water supply tape 31 or the like can be installed in the slit by forming a slit in the pavement using an asphalt cutter or the like. Alternatively, the slit may be formed by embedding a thin plate or the like at the time of placing the pavement and removing the thin plate after hardening.
 また、本実施形態では、道路の延長方向に平行に給水テープ31を設置したが、給水テープ31の設置方向はとくに限定されるものではなく、例えば、道路に直交する方向に等間隔で給水パイプを設置してもよい。 Further, in the present embodiment, the water supply tape 31 is installed in parallel to the extension direction of the road, but the installation direction of the water supply tape 31 is not particularly limited. For example, water supply pipes at equal intervals in the direction orthogonal to the road May be installed.
 また、給水テープ31の他方の縁部の端部と一方の縁部とを固着する方法は、例えば溶着でもよいし、接着でもよい。
 また、本実施形態では、給水テープ31の他方の縁部に形成する吐出部としてスリット状の溝31bを例に挙げて説明したが、本発明はこれに限られるものではなく、水を吐出可能に構成されていれば、どのような孔や切れ目でもよい。
 また、本実施形態では、給水テープ31において、一方の縁部の外側面に複数の襞を形成した場合を例に挙げて説明したが、他方の縁部の内側面に複数の襞を形成して減圧装置を構成してもよい。
 また、本実施形態では、減圧装置として複数の襞を例に挙げて説明したが、減圧装置は、スリット状の溝から水が出る際に抵抗となるものであればよく、例えば、一方の縁部と前記他方の縁部との間に不織布又は織布などを配置してもよい。
Further, the method of fixing the end of the other edge of the water supply tape 31 and the one edge may be, for example, welding or bonding.
In the embodiment, the slit-shaped groove 31b is described as an example of the discharge portion formed at the other edge of the water supply tape 31, but the present invention is not limited to this, and water can be discharged. As long as it is configured, any hole or cut may be used.
Further, in the present embodiment, in the water supply tape 31, the case where a plurality of ridges are formed on the outer surface of one edge portion is described as an example, but a plurality of ridges are formed on the inner surface of the other edge portion. The pressure reducing device may be configured.
In the present embodiment, although a plurality of weirs have been described as an example of the pressure reducing device, the pressure reducing device may be any device as long as it can provide resistance when water exits from the slit-like groove, for example, one edge A non-woven fabric or a woven fabric may be disposed between the portion and the other edge.

Claims (9)

  1.  舗装表面に開口するスリットを有する舗装体層と、前記スリット内に設置された給水手段と、を備えることを特徴とする舗装構造。 A pavement structure comprising a pavement layer having a slit opening on a pavement surface, and water supply means installed in the slit.
  2.  前記給水手段は、給水テープを含んでなり、
     前記給水テープは、一枚の細長い板状部材の一方の縁部と他方の縁部とを重ね合わせ、外側となった前記他方の縁部の端部を前記一方の縁部に固着して中空状に形成されており、
     前記一方の縁部と前記他方の縁部とが重なり合った部分に、外側となる前記他方の縁部を貫通して形成した吐出部を有していることを特徴とする請求の範囲第1項に記載の舗装構造。
    The water supply means comprises a water supply tape,
    The water supply tape is formed by overlapping one edge and the other edge of one elongated plate-like member, and fixing the end of the other edge, which is the outside, to the one edge. Formed in the shape of
    The discharge part formed penetrating the said other edge which becomes an outer side is provided in the part which the said one edge and the said other edge overlapped, It is characterized by the above-mentioned. Pavement structure described in.
  3.  前記吐出部は、スリット状の溝であることを特徴とする請求の範囲第2項に記載の舗装構造。 The pavement structure according to claim 2, wherein the discharge part is a slit-like groove.
  4.  前記一方の縁部と前記他方の縁部との間に減圧装置を備えることを特徴とする請求の範囲第2項に記載の舗装構造。 The pavement structure according to claim 2, further comprising a pressure reducing device between the one edge and the other edge.
  5.  前記減圧装置は、前記一方の縁部の外側面又は前記他方の縁部の内側面に形成された複数の襞であることを特徴とする請求の範囲第4項に記載の舗装構造。 The pavement structure according to claim 4, wherein the decompression device is a plurality of weirs formed on the outer surface of the one edge or the inner surface of the other edge.
  6.  前記給水手段は、給水テープ、給水パイプ、上部が開口した溝状部材、のうちのいずれか又はこれらの組み合わせを含んでなることを特徴とする請求の範囲第1項に記載の舗装構造。 The pavement structure according to claim 1, wherein the water supply means comprises any one or a combination of a water supply tape, a water supply pipe, a groove-like member having an open top, or a combination thereof.
  7.  前記舗装体層は、複数の舗装ブロックで構成されており、前記スリットは舗装ブロック同士の目地部であることを特徴とする請求の範囲第1項に記載の舗装構造。 The pavement structure according to claim 1, wherein the pavement layer is composed of a plurality of pavement blocks, and the slit is a joint between pavement blocks.
  8.  前記舗装体層は、保水性を有することを特徴とする請求の範囲第1項に記載の舗装構造。 The pavement structure according to claim 1, wherein the pavement layer has water retention.
  9.  前記舗装ブロックは、保水性を有することを特徴とする請求の範囲第7項に記載の舗装構造。 The pavement structure according to claim 7, wherein the pavement block has a water retention property.
PCT/JP2008/062185 2008-07-04 2008-07-04 Pavement structure WO2010001480A1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106906713A (en) * 2017-03-10 2017-06-30 泰州夏北新型绿色建材科技有限公司 A kind of grass-planting brick of improved structure

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Publication number Priority date Publication date Assignee Title
JP3496475B2 (en) * 1997-09-25 2004-02-09 株式会社大林組 Wet pavement system
JP2004183296A (en) * 2002-12-03 2004-07-02 Obayashi Road Corp Construction method for pumping and water-retentive pavement
JP3754693B2 (en) * 2004-03-10 2006-03-15 太平洋セメント株式会社 Water retention pavement structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3496475B2 (en) * 1997-09-25 2004-02-09 株式会社大林組 Wet pavement system
JP2004183296A (en) * 2002-12-03 2004-07-02 Obayashi Road Corp Construction method for pumping and water-retentive pavement
JP3754693B2 (en) * 2004-03-10 2006-03-15 太平洋セメント株式会社 Water retention pavement structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106906713A (en) * 2017-03-10 2017-06-30 泰州夏北新型绿色建材科技有限公司 A kind of grass-planting brick of improved structure

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