JPH04231502A - Structure of construction out of elastic pavement material - Google Patents
Structure of construction out of elastic pavement materialInfo
- Publication number
- JPH04231502A JPH04231502A JP40908590A JP40908590A JPH04231502A JP H04231502 A JPH04231502 A JP H04231502A JP 40908590 A JP40908590 A JP 40908590A JP 40908590 A JP40908590 A JP 40908590A JP H04231502 A JPH04231502 A JP H04231502A
- Authority
- JP
- Japan
- Prior art keywords
- elastic
- paving material
- base plate
- construction
- elastic paving
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000000463 material Substances 0.000 title claims abstract description 97
- 238000010276 construction Methods 0.000 title claims description 53
- 229920003002 synthetic resin Polymers 0.000 abstract description 6
- 239000000057 synthetic resin Substances 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 4
- 239000011230 binding agent Substances 0.000 abstract description 3
- 239000012209 synthetic fiber Substances 0.000 abstract 1
- 229920002994 synthetic fiber Polymers 0.000 abstract 1
- 239000011800 void material Substances 0.000 abstract 1
- 230000001070 adhesive effect Effects 0.000 description 8
- 239000000853 adhesive Substances 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 239000005060 rubber Substances 0.000 description 5
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 3
- 239000010426 asphalt Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000012790 adhesive layer Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
Description
【０００１】0001
【産業上の利用分野】本発明は弾性舗装材の施工構造に
係り、特に、道路（主に歩道）や広場等の基盤上に弾性
舗装材を敷設する場合、基盤の段差等を修正して、あら
ゆる材質及び形状の基盤に対して良好な舗装面を形成す
る弾性舗装材の施工構造に関する。[Industrial Application Field] The present invention relates to the construction structure of elastic paving materials, and in particular, when laying elastic paving materials on the foundations of roads (mainly sidewalks), plazas, etc., it is necessary to correct the level difference in the foundation. , relates to construction structures for elastic paving materials that form a good paved surface on bases of all materials and shapes.
【０００２】0002
【従来の技術】従来、道路（主に歩道）や広場、その他
デパート等の屋上等の舗装には、一般の湿式舗装（コン
クリート、アスファルト）の代わりとしてコンクリート
製等のブロックを敷設する場合がある。このコンクリー
ト製ブロック等を敷設したものに対して、歩行感や安全
性を高めると共に騒音等の問題を解消すべく、最近では
、ゴム又はウレタン等の合成樹脂やその粒体を固めたブ
ロック状ないしタイル状の弾性舗装材が開発されている
。[Prior Art] Conventionally, blocks made of concrete or the like are sometimes laid in place of general wet pavement (concrete, asphalt) for paving roads (mainly sidewalks), plazas, and other rooftops of department stores, etc. . In order to improve walking sensation and safety as well as to eliminate problems such as noise, recently, concrete blocks etc. have been laid down in the form of blocks made of hardened synthetic resins such as rubber or urethane, or their granules. Tile-shaped elastic paving materials have been developed.
【０００３】このようなブロック状ないしタイル状の弾
性舗装材としては、従来、第８図に示すようないわゆる
Ｉ型やＨ型と呼ばれる弾性舗装材２１が知られている。
また、その取付方法としては、主に置敷き又は弾性舗装
材と下地、即ち基盤との接着法が採用されている。As such a block-shaped or tile-shaped elastic paving material, a so-called I-type or H-type elastic paving material 21 as shown in FIG. 8 is conventionally known. In addition, as a method of attaching the paving material, the main methods used are laying it down or adhering the elastic paving material to the base, that is, the base.
【０００４】0004
【発明が解決しようとする課題】これらの弾性舗装材２
１は、生産や在庫等の管理の関係で、多種多様の形状、
大きさのものを提供することが困難であり、例えば、そ
の厚さについても、ある舗装材に対して２から３種類が
限度である。[Problem to be solved by the invention] These elastic pavement materials 2
1. Due to the management of production and inventory, a wide variety of shapes,
It is difficult to provide different sizes, and for example, the thickness is limited to two to three types for a given paving material.
【０００５】一方、弾性舗装材の施工下地となる基盤の
状態は様々であり、不陸や段差のために、弾性舗装材を
単に敷設するだけでは、良好な施工面を形成できない場
合が多い。例えば、第９図に示す如く、基盤２２が平坦
な場合であっても、沓摺２３や縁石２４の部分で弾性舗
装材２１との間で高さが揃わず、段差Ｓ１ ，Ｓ２ が
生じ、この段差Ｓ１ ，Ｓ２ で歩行者がつまづいたり
、ドアの開閉に支障をきたしたり、更には弾性舗装材２
１の剥離を生じたりする場合がある。また、第１０図に
示す如く、基盤２５が凹凸（不陸）を有する場合には、
弾性舗装材２１の施工面に隙間Ｓ３ が生じるなどして
、平坦な施工面を形成することができず、このため、上
記と同様、歩行性の悪化、弾性舗装材の剥離等の問題が
生じる。[0005] On the other hand, the conditions of the foundations on which the elastic paving materials are constructed vary, and due to unevenness or differences in level, it is often impossible to form a good construction surface simply by laying the elastic paving materials. For example, as shown in FIG. 9, even if the base 22 is flat, the heights of the shoe slides 23 and the curb stones 24 are not the same with the elastic paving material 21, creating steps S1 and S2. These steps S1 and S2 can cause pedestrians to trip, have trouble opening and closing doors, and even cause problems with the elastic paving material 2.
1 peeling may occur. Furthermore, as shown in FIG. 10, when the base 25 has unevenness (unevenness),
A gap S3 is created on the construction surface of the elastic paving material 21, making it impossible to form a flat construction surface, and as a result, similar to the above, problems such as poor walkability and peeling of the elastic paving material occur. .
【０００６】このような場合、基盤を再打設するなどし
てその平坦性を修正することも考えられるが、現場にお
ける基盤の修正は費用及び工期の面で極めて不利である
。[0006] In such a case, it may be possible to correct the flatness by re-casting the foundation, but correcting the foundation on site is extremely disadvantageous in terms of cost and construction time.
【０００７】ところで、基盤の材質についても様々であ
り、コンクリート、アスファルト、ゴム、プラスチック
、木、鉄、更には合成樹脂の塗膜を有するものなどがあ
り、通常の接着剤では接着不良を生じたり、接着剤と反
応して、施工部に悪影響を及ぼすなどの不具合が生じる
こともある。また、公園や歩道では基盤が土や砂の場合
があり、この場合には、弾性舗装材を接着剤で接着する
ことは不可能である。弾性舗装材は、コンクリートのよ
うに自重が重くないため、基盤との接着が十分でない場
合には、施工面から弾性舗装材がずれて剥離を生じるこ
ととなる。[0007] By the way, there are various materials for the base, such as concrete, asphalt, rubber, plastic, wood, iron, and even those with synthetic resin coatings, which may cause poor adhesion with ordinary adhesives. , it may react with the adhesive and cause problems such as having an adverse effect on the construction area. Furthermore, in parks and sidewalks, the base may be soil or sand, and in this case it is impossible to bond the elastic paving material with adhesive. Elastic paving materials do not have a heavy weight like concrete, so if the adhesion to the base is insufficient, the elastic paving materials may shift from the construction surface and cause peeling.
【０００８】尚、弾性舗装材を置敷する乾式施工法も行
なわれているが、斜面や不陸のある基盤における剥離防
止、更には盗難防止の面から、接着剤を併用せざるを得
ない場合が多く、基盤との接着の問題を避けることはで
きないのが現状である。[0008] Dry construction methods in which elastic paving materials are laid down are also used, but in some cases adhesives must be used in combination to prevent peeling on sloped or uneven foundations, and to prevent theft. At present, problems with adhesion to the base cannot be avoided.
【０００９】更には、接着工法自体が、施工及び交換が
容易であるという弾性舗装材の施工構造の大きな長所を
損なう原因となっており、交換の際に基盤を傷付けて不
陸を形成してしまうなどの問題もあった。Furthermore, the adhesive construction method itself undermines the great advantage of the construction structure of elastic paving materials, which is that it is easy to install and replace, and when replacing it, it damages the foundation and creates unevenness. There were also problems such as storage.
【００１０】本発明は上記従来の問題点を解決し、あら
ゆる材質及び形状の基盤に容易に適応することができる
弾性舗装材の施工構造を提供することを目的とする。SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned conventional problems and to provide a construction structure for elastic paving materials that can be easily applied to bases of all materials and shapes.
【００１１】[0011]
【課題を解決するための手段】請求項１の弾性舗装材の
施工構造は、基盤上に弾性舗装材を敷設した弾性舗装材
の施工構造において、該基盤上に弾性下地板を敷設して
面一な平坦面を形成し、該平坦面上に弾性舗装材を敷設
したことを特徴とする。[Means for Solving the Problems] The construction structure of an elastic paving material according to claim 1 is a construction structure of an elastic paving material in which an elastic paving material is laid on a base, in which an elastic base plate is laid on the base to make a surface. It is characterized in that a flat surface is formed and an elastic paving material is laid on the flat surface.
【００１２】請求項２の弾性舗装材の施工構造は、請求
項１の弾性舗装材の施工構造において、前記弾性舗装材
の下面に凹部又は凸部が設けられ、該凹部又は凸部が前
記弾性下地板の上面に形成された凸部又は凹部に係合し
ていることを特徴とする。[0012] The construction structure for elastic paving material according to claim 2 is the construction structure for elastic paving material according to claim 1, wherein a recess or a convex portion is provided on the lower surface of the elastic paving material, and the recess or convex portion is It is characterized by engaging with a convex portion or a concave portion formed on the upper surface of the base plate.
【００１３】[0013]
【作用】本発明の弾性舗装材の施工構造によれば、基盤
上に弾性舗装材を敷設するに際し、予め基盤上に弾性下
地板を敷設して面一な平坦面を形成するため、弾性舗装
材を容易に敷設して、段差や隙間等のない良好な施工面
を形成することができる。[Operation] According to the construction structure of the elastic paving material of the present invention, when laying the elastic paving material on the base, an elastic base plate is laid on the base in advance to form a flush flat surface, so the elastic paving It is possible to easily lay the material and form a good construction surface without steps or gaps.
【００１４】即ち、弾性下地板は弾性を有することから
、基盤の比較的小さな不陸はこれを吸収し、良好な平坦
面とすることができる。また、大きな不陸や段差がある
場合には、弾性下地板の敷設枚数を調節することにより
良好な平坦面とすることができる。このため、弾性舗装
材の厚さの種類を増やすことなく、良好な施工面を形成
することが可能とされる。That is, since the elastic base plate has elasticity, relatively small unevenness of the base plate can be absorbed and a good flat surface can be obtained. Furthermore, if there is a large unevenness or step, a good flat surface can be achieved by adjusting the number of elastic base plates laid. Therefore, it is possible to form a good construction surface without increasing the thickness of the elastic paving material.
【００１５】しかも、弾性下地板はその大きさ等を適当
なものとすることにより、基盤上に単に敷設するのみで
安定に基盤面に施工することができ、このようにして施
工された弾性下地板に対しては、基盤の種類にかかわら
ず、弾性舗装材を強固に接合することが可能とされる。Furthermore, by making the elastic base plate appropriate in size, it can be stably constructed on the base surface by simply laying it on the base, and the elastic base plate thus constructed can be It is possible to firmly bond elastic paving materials to the base plate, regardless of the type of foundation.
【００１６】また、弾性下地板は基盤や弾性舗装材の種
類にかかわらず共通に使用できるため、品種の増加を防
止することができる。このことは、前述の弾性舗装材の
厚さの均一化と相俟って、弾性舗装材の大きさや形のバ
リエーションの広大に大きく寄与することができる。Furthermore, since the elastic base plate can be used in common regardless of the type of base or elastic paving material, an increase in the number of types can be prevented. This, together with the aforementioned uniformity of the thickness of the elastic paving material, can greatly contribute to the wide variation in size and shape of the elastic paving material.
【００１７】弾性下地板はまた、弾性舗装材を直接基盤
に接着しないことから、弾性舗装材の交換の際の基盤の
損傷の防止や、その弾性による施工面のクッション性の
向上ないし調節にも有効である。[0017] Also, since the elastic base plate does not directly bond the elastic paving material to the base, it is useful for preventing damage to the base when replacing the elastic paving material, and for improving or adjusting the cushioning properties of the construction surface due to its elasticity. It is valid.
【００１８】特に、請求項２の弾性舗装材の施工構造に
よれば、完全な乾式施工法により弾性舗装材の施工を行
なうことができ、極めて有利である。In particular, according to the structure for constructing an elastic pavement material according to claim 2, the construction of the elastic pavement material can be carried out by a completely dry construction method, which is extremely advantageous.
【００１９】[0019]
【実施例】以下に図面を参照して本発明の弾性舗装材の
施工構造の実施例について詳細に説明する。第１図、第
２図、第３図、第４図及び第５図は本発明の弾性舗装材
の施工構造の実施例を示す断面図である。[Embodiments] Examples of construction structures for elastic paving materials according to the present invention will be described in detail below with reference to the drawings. FIG. 1, FIG. 2, FIG. 3, FIG. 4, and FIG. 5 are cross-sectional views showing examples of construction structures for elastic paving materials of the present invention.
【００２０】第１図は小さな不陸１０Ａ，１０Ｂがある
基盤１０に、本発明を適用した例である。このような小
さな不陸１０Ａ，１０Ｂは、弾性下地板１を敷設するこ
とにより、その弾性で吸収され、弾性下地板１の上面は
面一な平坦面となることから、この上に弾性舗装材２を
敷設することにより、良好な施工面を形成することがで
きる。図中、３は縁石である。FIG. 1 shows an example in which the present invention is applied to a base 10 having small unevenness 10A, 10B. Such small unevenness 10A, 10B is absorbed by the elasticity of the elastic base plate 1, and the upper surface of the elastic base plate 1 becomes a flat surface, so the elastic paving material is placed on top of this. 2, a good construction surface can be formed. In the figure, 3 is a curb.
【００２１】第２図は比較的大きな不陸（凹凸）１０Ｃ
，１０Ｄを有する基盤１０に、本発明を適用した例であ
る。このように、大きな不陸１０Ｃ，１０Ｄの箇所には
、弾性下地板１を２枚ないし３枚（４枚以上であっても
良い。）積層してその凹凸を修正して最上層の弾性下地
板１Ａにより面一な平坦面を形成し、この上に弾性舗装
材２を敷設する。なお、積層する弾性下地板１Ａ，１Ｂ
，１Ｃの界面は必要に応じて接着する。Figure 2 shows relatively large unevenness (unevenness) 10C.
, 10D. In this way, at the large unevenness 10C, 10D, 2 or 3 (or more than 4) elastic base plates 1 are laminated, the irregularities are corrected, and the elastic base plate of the top layer is layered. A flat surface is formed by the base plate 1A, and the elastic paving material 2 is laid on this flat surface. In addition, the elastic base plates 1A and 1B to be laminated
, 1C are bonded as necessary.
【００２２】第３図及び第４図は、縁石３及び沓摺４の
ために、施工面をゆるく傾斜させる必要がある場合の例
である。図示の如く、縁石３の側に比較的厚い弾性下地
板１Ｄを敷設し（あるいは弾性下地板を複数枚積層し）
、沓摺４の側に向かって徐々に厚さの薄い弾性下地板１
Ｅを敷設する（あるいは弾性下地板の積層枚数を減らす
）ことにより、ゆるく傾斜した面一な平坦面を形成し、
弾性舗装材２を安定に施工することができる。FIGS. 3 and 4 are examples of cases in which the construction surface needs to be gently sloped for the curbstones 3 and shoe slides 4. As shown in the figure, a relatively thick elastic base plate 1D is laid on the side of the curb 3 (or multiple elastic base plates are laminated).
, an elastic base plate 1 whose thickness gradually decreases toward the side of the shoe slide 4;
By laying E (or reducing the number of laminated elastic base plates), a gently sloped flat surface is formed,
The elastic paving material 2 can be stably constructed.
【００２３】第５図は基盤１０に段差１０Ｅがある場合
の施工例を示すものである。図示の如く、段差１０Ｅの
ために低い側の基盤上に、比較的厚い弾性下地板１Ｄを
敷設し（あるいは弾性下地板を複数枚積層し）、段差１
０Ｅのために高い側の基盤上に、厚さの薄い弾性下地板
１Ｅを敷設する（あるいは弾性下地板の積層枚数を減ら
す）ことにより、面一な平坦面を形成し、弾性舗装材２
を安定に施工することができる。FIG. 5 shows an example of construction when the base 10 has a step 10E. As shown in the figure, a relatively thick elastic base plate 1D is laid (or a plurality of elastic base plates are stacked) on the base on the lower side for the level difference 10E.
For 0E, by laying a thin elastic base plate 1E on the base on the high side (or reducing the number of laminated elastic base plates), a flush flat surface is formed and the elastic paving material 2
can be constructed stably.
【００２４】なお、本発明において、弾性舗装材として
は、第８図及び第９図に示されるような従来の弾性舗装
材を用いることができる。例えば、幅１５〜５０ｃｍ、
長さ２０〜５０ｃｍ程度の大きさで、特に意匠性と応力
分散のため、周囲に曲線や直線による凹凸部を有し、そ
れを互いにかみ合わせることによって平面を形成する、
いわゆる「インターロッキング」タイプのものが好まし
い。このような弾性舗装材の材質については、その用途
や要求性能によっても異なるが、ゴムやウレタン、その
他の合成樹脂、或いは、それらを小片状ないし繊維状に
したものを各種バインダーで固めたものなどを用いるこ
とができる。In the present invention, conventional elastic paving materials as shown in FIGS. 8 and 9 can be used as the elastic paving material. For example, width 15-50cm,
It has a length of about 20 to 50 cm, and has curved or straight line irregularities around it, especially for design and stress dispersion, and forms a flat surface by interlocking with each other.
So-called "interlocking" types are preferred. The materials used for such elastic paving materials vary depending on their use and required performance, but they can be made of rubber, urethane, other synthetic resins, or small pieces or fibers of these that are hardened with various binders. etc. can be used.
【００２５】本発明においては、施工部の総厚やクッシ
ョン性については、主に弾性下地板で調整することがで
きるので、弾性舗装材自体は、現在市販されているもの
よりも若干薄いものとすることができる。弾性舗装材の
厚さは、その用途、要求性能、強度、材質等によっても
異なるが、一般には５〜１５ｍｍ程度であることが好ま
しい。[0025] In the present invention, the total thickness and cushioning properties of the construction area can be adjusted mainly by the elastic base plate, so the elastic paving material itself may be slightly thinner than those currently on the market. can do. The thickness of the elastic paving material varies depending on its use, required performance, strength, material, etc., but is generally preferably about 5 to 15 mm.
【００２６】一方、弾性下地板については、基盤の一定
の面積を被覆することができるように、最低１ｍ２ 以
上の面積であることが重要である。弾性下地板について
は、その厚さや材質による重量の問題があるが、一般に
は幅２ｍ程度で長さ１０ｍ以上の長尺物又は２ｍ角程度
の大型マット状のものが好ましい。On the other hand, it is important for the elastic base plate to have an area of at least 1 m2 so that it can cover a certain area of the base. Regarding the elastic base plate, there is a weight problem depending on its thickness and material, but in general, a long one with a width of about 2 m and a length of 10 m or more, or a large mat-like one of about 2 m square is preferable.
【００２７】弾性下地板の厚さは、施工部に要求される
総厚と、その施工精度等によっても異なるが、約１〜１
０ｍｍの厚さで、３種類程度準備しておくことにより、
あらゆる施工面に適用可能と考えられる。弾性下地板は
必要に応じて工場又は現場にて容易に所望厚さにスライ
ス可能なものが好ましい。[0027] The thickness of the elastic base plate varies depending on the total thickness required for the construction part and its construction accuracy, but it is about 1 to 1
By preparing about 3 types with a thickness of 0 mm,
It is thought that it can be applied to all construction surfaces. The elastic base plate is preferably one that can be easily sliced to a desired thickness in a factory or on-site, if necessary.
【００２８】弾性下地板の材質は、その厚さにも関係す
るが、■ 基盤の傾斜、不陸等にゆるやかに追従ない
し吸収できる。■ 弾性舗装材との安定性が良いこと
。即ち、滑り難く、接着性が良いこと。■ 環境の変
化による寸法変化が少ないか、弾性舗装材と同程度であ
ること。■ 場合によっては、弾性舗装材で不足する
弾力性を補うことができる。などの要件を満たすものが
好ましく、例えば、ゴム、ウレタン、塩ビ等の合成樹脂
、或いは、その繊維や小片をバインダーで固めたものな
どが好ましい。Although the material of the elastic base plate is related to its thickness, (1) it can gently follow or absorb the slope, unevenness, etc. of the base; ■ Good stability with elastic paving materials. That is, it should be hard to slip and have good adhesive properties. ■ Dimensional changes due to environmental changes are small or comparable to those of elastic paving materials. ■ In some cases, elastic pavers can compensate for the lack of elasticity. For example, synthetic resins such as rubber, urethane, and vinyl chloride, or materials made by hardening fibers or pieces thereof with a binder are preferable.
【００２９】本発明において、予め接着工法を採用する
ことが予想されている場合には、弾性舗装材の裏面や弾
性下地板の上面及び／又は底面（弾性下地板を基盤に接
着する必要がある場合）に、それぞれ予め接着層を一体
的に形成しておくこともできる。例えば、第６図に示す
如く、弾性下地板１１の表面に接着層１２を形成し、そ
の表面に離型紙１３を貼着しておくことができる。In the present invention, if it is anticipated that the adhesive method will be used in advance, the back surface of the elastic paving material and the top and/or bottom surface of the elastic base plate (the elastic base plate must be bonded to the base) case), the adhesive layer can be integrally formed in advance. For example, as shown in FIG. 6, an adhesive layer 12 may be formed on the surface of the elastic base plate 11, and a release paper 13 may be adhered to the surface.
【００３０】また、乾式施工による場合、第７図に示す
如く、弾性舗装材１４の底面に凹部（又は凸部）１４Ａ
を設け、一方、弾性下地板１５の上面に、この凹部（又
は凸部）１４Ａと係合可能な凸部（又は凹部）１５Ａを
設け、該凹部（又は凸部）１４Ａと凸部（又は凹部）１
５Ａとを互いに係合させて施工するようにすることもで
きる。なお、第６図及び第７図において、１０は基盤で
ある。本発明の弾性舗装材の施工構造は、■ ゴルフ
場、ゴルフ練習場等のゴルフ関連施設における弾性舗装
材。■ 公園、広場、遊歩道等の遊戯施設における弾
性舗装材。■ ベランダ、屋上、テラス等の建物にお
ける弾性舗装材。■ 幼稚園、病院、老人用施設等に
おける弾性舗装材。等、あらゆる施工対象に好適に適用
可能であり、その基盤材質についても、土、砂、砂利、
コンクリート、アスファルト、木、金属、ゴム、プラス
チック、その他合成樹脂、いずれでも良い。In addition, in the case of dry construction, as shown in FIG.
On the other hand, a convex part (or concave part) 15A that can engage with this concave part (or convex part) 14A is provided on the upper surface of the elastic base plate 15, and the convex part (or convex part) 14A and convex part (or concave part) )1
5A can also be constructed by engaging them with each other. In addition, in FIG. 6 and FIG. 7, 10 is a base. The construction structure of the elastic paving material of the present invention is as follows: (1) An elastic paving material for golf-related facilities such as golf courses and golf driving ranges. ■ Elastic paving materials for play facilities such as parks, plazas, and promenades. ■ Elastic paving materials for buildings such as balconies, rooftops, and terraces. ■ Elastic paving materials for kindergartens, hospitals, facilities for the elderly, etc. It can be suitably applied to all kinds of construction objects, and the base materials include soil, sand, gravel, etc.
It can be made of concrete, asphalt, wood, metal, rubber, plastic, or other synthetic resin.
【００３１】[0031]
【発明の効果】以上詳述した通り、本発明の弾性舗装材
の施工構造は、基盤材料の種類、基盤形状の状態、例え
ば不陸や凹凸の有無、段差や傾斜、その他湾曲の有無等
にかかわりなく、従来適用困難であった基盤に到るまで
、殆どすべての基盤に対して適応可能であり、施工面の
平坦性、クッション性を現場にて任意にかつ容易に調節
して、良好な施工面を形成することができる。[Effects of the Invention] As detailed above, the construction structure of the elastic paving material of the present invention depends on the type of base material, the state of the base shape, such as the presence or absence of unevenness, unevenness, steps, slope, and other curvature. Regardless, it can be applied to almost all types of foundations, including those that were difficult to apply in the past, and the flatness and cushioning properties of the construction surface can be arbitrarily and easily adjusted on-site to achieve a good result. A construction surface can be formed.
【００３２】しかも、弾性下地板は各弾性舗装材に対し
て共通に用いることができることから、材料管理が容易
となり、弾性舗装材の厚さを均一化することにより、弾
性舗装材の大きさや形状におけるバリエーションの拡大
を図ることも可能である。Furthermore, since the elastic base plate can be commonly used for each type of elastic paving material, material management becomes easy, and by making the thickness of the elastic paving material uniform, the size and shape of the elastic paving material can be adjusted. It is also possible to expand the variations in.
【００３３】本発明の弾性舗装材の施工構造は、接着に
よる湿式工法、はめ込みによる乾式工法のいずれにも適
用可能であるが、特に、請求項２の構成によれば、乾式
工法により、一層施工効率が改善される。The construction structure of the elastic paving material of the present invention can be applied to either a wet construction method using adhesives or a dry construction method using inlays. Efficiency is improved.
【図１】第１図は本発明の弾性舗装材の施工構造の一実
施例を示す断面図である。FIG. 1 is a sectional view showing one embodiment of the construction structure of the elastic paving material of the present invention.
【図２】第２図は本発明の弾性舗装材の施工構造の他の
実施例を示す断面図である。FIG. 2 is a sectional view showing another embodiment of the construction structure for the elastic pavement material of the present invention.
【図３】第３図は本発明の弾性舗装材の施工構造の別の
実施例を示す断面図である。FIG. 3 is a sectional view showing another embodiment of the construction structure of the elastic paving material of the present invention.
【図４】第４図は本発明の弾性舗装材の施工構造の別の
実施例を示す断面図である。FIG. 4 is a sectional view showing another embodiment of the construction structure of the elastic pavement material of the present invention.
【図５】第５図は本発明の弾性舗装材の施工構造の異な
る実施例を示す断面図である。FIG. 5 is a sectional view showing a different embodiment of the construction structure of the elastic paving material of the present invention.
【図６】第６図は弾性下地材の実施例を示す斜視図であ
る。FIG. 6 is a perspective view showing an example of an elastic base material.
【図７】第７図は本発明の弾性舗装材の施工構造の異な
る実施例を示す断面図である。FIG. 7 is a sectional view showing a different embodiment of the construction structure of the elastic pavement material of the present invention.
【図８】第８図は弾性舗装材の一実施例を示す平面図で
ある。FIG. 8 is a plan view showing one embodiment of the elastic paving material.
【図９】第９図は従来の施工構造を示す断面図である。FIG. 9 is a sectional view showing a conventional construction structure.
【図１０】第１０図は従来の施工構造を示す断面図であ
る。FIG. 10 is a sectional view showing a conventional construction structure.
１ 弾性下地板 ２ 弾性舗装材 １０ 基盤 1 Elastic base plate 2 Elastic paving material 10 Foundation
Claims (2)
装材の施工構造において、該基盤上に弾性下地板を敷設
して面一な平坦面を形成し、該平坦面上に弾性舗装材を
敷設したことを特徴とする弾性舗装材の施工構造。Claim 1: In an elastic paving material construction structure in which an elastic paving material is laid on a base, an elastic base plate is laid on the base to form a flush flat surface, and the elastic paving material is laid on the flat surface. A construction structure of an elastic paving material characterized by having been laid.
いて、前記弾性舗装材の下面に凹部又は凸部が設けられ
、該凹部又は凸部が前記弾性下地板の上面に形成された
凸部又は凹部に係合していることを特徴とする弾性舗装
材の施工構造。2. The construction structure of an elastic paving material according to claim 1, wherein a concave portion or a convex portion is provided on the lower surface of the elastic paving material, and the concave portion or convex portion is a convex portion formed on the upper surface of the elastic base plate. Or a construction structure of an elastic paving material, characterized in that it engages with a recess.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP40908590A JPH04231502A (en) | 1990-12-28 | 1990-12-28 | Structure of construction out of elastic pavement material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP40908590A JPH04231502A (en) | 1990-12-28 | 1990-12-28 | Structure of construction out of elastic pavement material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH04231502A true JPH04231502A (en) | 1992-08-20 |
Family
ID=18518461
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP40908590A Pending JPH04231502A (en) | 1990-12-28 | 1990-12-28 | Structure of construction out of elastic pavement material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04231502A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8760908B2 (en) | 2010-09-24 | 2014-06-24 | Kabushiki Kaisha Toshiba | Non-volatile semiconductor memory device |
-
1990
- 1990-12-28 JP JP40908590A patent/JPH04231502A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8760908B2 (en) | 2010-09-24 | 2014-06-24 | Kabushiki Kaisha Toshiba | Non-volatile semiconductor memory device |
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