JP4014394B2 - End treatment method for elastic pavement - Google Patents
End treatment method for elastic pavement Download PDFInfo
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- JP4014394B2 JP4014394B2 JP2001350903A JP2001350903A JP4014394B2 JP 4014394 B2 JP4014394 B2 JP 4014394B2 JP 2001350903 A JP2001350903 A JP 2001350903A JP 2001350903 A JP2001350903 A JP 2001350903A JP 4014394 B2 JP4014394 B2 JP 4014394B2
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Description
【0001】
【発明の属する技術分野】
本発明は、陸上競技場等の舗装基盤層の上に、弾性層を舗装する際の縁石部分に於ける端末処理方法に関する。
【0002】
【従来の技術】
従来、グラウンドの基盤上に弾性舗装を行う際、その端末処理は、例えば、特開平4−203003号公報に記載されているように、縁石の外側面の上方をL字状に欠いた縁石を、連続的に配置し、縁石側面に型枠用プレートを押し当て、グラウンド表面及び縁石頂面及びL字状欠き部分に流動性のある弾性舗装材を拡げて塗布し、この弾性舗装部材の硬化後に型枠用プレートを取り外す方法により行われていた。また、特開平9−49205号公報によれば、上記L字状切り欠き縁石の側面に弾性仕切り板を固着した後、流動性のある弾性舗装材よりも上方に突き出す部分を切除する方法が提案されている。
【0003】
しかしながら、特開平4−203003号公報に記載された方法では、型枠用プレートを縁石セグメントに布テープなどで仮止めし、弾性舗装材を流し込み、硬化後に型枠用プレートを取り外していたため、作業が煩雑で端末処理に手間取っていた。また、特開平9−49205号公報に記載の方法によれば、型枠用プレートを必要としないが、予め縁石に特別にL字状の切り欠き等の加工を必要としていた。
【0004】
【発明が解決しようとする課題】
本発明の目的は、上記従来の方法の欠点を克服して、型枠用プレートを使用することなく、また、予め縁石に特別の加工を施すことなく、簡単で手間がかからない端末処理方法を提供することである。
【0005】
【課題を解決するための手段】
本発明者等は、上記の目的を達成するため種々検討し、弾性舗装に際して、舗装の端末処理に用いる仕切り板として、板の長手方向の一方の端を連続又は不連続に断面V字状に突出させた形状の弾性仕切り板を考案し、これを一般に舗装止めとして使用されている汎用型の縁石に、該仕切り板を断面V字状部分で引っかける形で取り付けて固着し、その後、該仕切り板で仕切られる基盤層上に弾性舗装材を塗布又は流して拡げ、弾性舗装材と弾性仕切り板とを一体化させる弾性舗装の端末処理方法を見出した。
すなわち、本願発明は、(1)板の長手方向の一方の端を連続又は不連続に断面V字状に突出させた形状の弾性仕切り板、
(2)舗装基盤上に弾性層を舗装するに際して、基盤層端部の縁石に上記(1)の弾性仕切り板を連設・固着し、該仕切り板で仕切られる基盤層上に弾性舗装材を拡げて舗装を行うことを特徴とする弾性舗装の端末処理方法、及び
(3)弾性舗装材が、流動性のある弾性舗装材である上記(2)の弾性舗装の端末処理方法、である。
本発明によれば、弾性仕切り板を断面V字状の部分で縁石に懸崖するので、該仕切り板の縁石への固着作業が、ずれ、ずり落ちがなく安定に,かつ確実に可能である。また、縁石に固着させた弾性仕切り板は、基盤上に弾性仕切り板の上端部に達する厚さにまで施工した弾性舗装材、好ましくは流動性のある弾性舗層材と、断面V字状の部分の上面及び下面の広い面で固着し、あたかもアンカーを打ち込んだような効果が齎され、硬化後の弾性層と弾性仕切り板との一層の一体化を図ることができる。このように本願発明は、簡易な作業で、かつ優れた効果を奏する弾性舗装の端末処理を行う方法である。
【0006】
【発明の実施の形態】
以下、本発明を、図面を参照して説明する。
図1は、本願発明の弾性仕切り板の代表的な一例を示すものである。
この弾性仕切り板(1)において、板の長手方向に沿いその一端が連続又は不連続に断面V字状(2)に突出し形状である。
図2は、一端が断面V字状(2)に突出した弾性仕切り板の断面を示す図である。
この弾性仕切り板において、断面V字状(2)に突出した部分の形状は、特に、限定されるものではないが、V字形状部分の先端の角度が、より鋭角的に突き出でいるほど、縁石に懸崖する作業がゆとりをもって、より容易に、しかも確実に行え、かつ断面V字状部分(2)の上方面(5)と下方面(6)の合計面積がより広くなるので基盤層の上に施工する弾性舗装材との一体化が向上する。
また、断面V字状(2)に突出した部分は、板の長手方向に沿い連続している場合のみならず、点線、破線又は鎖線状に断面V字状でない部分を含んでも良い。すなわち、断面V字状(2)に突出した部分が不連続である場合であっても良い。
また、仕切り板の内側面(4)(仕切り板が縁石と固着する面)には図2に例示するような窪み(3)を設けて、仕切り板を縁石に固着するときの固着剤の溜まり部を設けて、固着効果を高めることができる。この部分は特に限定するものではなく、所望に応じて適宜の形状及び個所に設けることができる、また、この部分を設けなくても良い。
【0007】
この弾性仕切り板の材料は、特に限定されるものではないが、例えば、ポリウレタン(好ましくは、2液常温硬化型ポリウレタンエラストマー)、エチレンプロピレン共重合体(EPDM)、スチレンブタジエンゴム(SBR)等の各種の弾性を有する材料が用いられる。通常、基盤層上に施工する弾性舗装材として使用する材料と類似または同一の性能を有する材料が互いに相容性を有し、優れた端末処理効果を得るには好ましい。特に、弾性舗装材として好ましく用いられるポリウレタンとの相容性の点で、ポリウレタン系材料が好ましい。
例えば、弾性舗装がポリウレタンエラストマーによる場合、ポリウレタンエラストマーが得られる材料を用いて弾性仕切り板を製造することができる。
通常、図2に示す弾性仕切り板に合わせて製造された型枠に、例えば、2液常温硬化型ポリウレタン材料である主剤と硬化剤を混合し、型枠に流し込んで固化させ、離型して本発明の弾性仕切り板を得る。
弾性仕切り板の材料及び以下に述べる弾性舗装層の材料として、好ましく用いられるポリウレタンエラストマー材料は、2液常温硬化型ポリウレタンエラストマー、例えば、特開昭6−206964号公報に記載された常温硬化型ウレタンエラストマー、例えば、イソシアナート基を有するウレタンポリマーを主剤とし、必要に応じて、充填剤、触媒、可塑剤、顔料、耐候安定剤、その他を配合した活性水素化合物を硬化剤として用いる2液常温硬化型ポリウレタン、あるいは、既に公知の材料を使用できる。
【0008】
本発明の弾性舗装の端末処理方法は、図3に例示するように、まずグラウンドやコートを施工する敷地を整地し、その上に砕石層(12)、コンクリート層(13)及びモルタル層(14)を施工する。施工するグラウンドやコートに応じて、その周辺部分に沿って縁石(9)を連続して並べ設置する。設置された縁石の内側に、さらに砕石層(7)、その上に1層以上のコンクリート層又はアスファルト層(8)〜(8’)を重ねて施工する。通常、砕石層(7)上に、所定の舗装材料、通常はアスファルト又はコンクリートを用いて、ほぼ縁石の厚さに施工する。
その後、連続して設置された縁石に、図2に示す弾性仕切り板の内側面(4)に固着剤を塗布して、図3に示すように突出した断面V字状部分(2)を縁石(9)の角部にあてがって懸崖するようにセットし固着させる。固着剤としては、例えば、エポキシ樹脂系やポリウレタン樹脂系の固着剤が多用される。
【0009】
十分に固着させた後、弾性仕切り板で仕切られたアスファルト又はコンクリート層(8)上に、弾性層(10)を形成するに適切な弾性舗装材料を塗布又は流し込んで拡げ施工する。弾性舗装層の厚みはとくに限定されないが、通常、弾性仕切り板の最上端の位置を超えない厚さまで、弾性舗装材料を基盤層上に塗布又は流し込む。
【0010】
また、弾性層の厚さは、所望の層の厚みが薄く、仕切り板の上端が弾性層からはみ出る場合は、その部分を削り取ること、また、所望の層の厚みを仕切り板を超えて施工する必要がある場合には、弾性仕切り板の上端にテープなどを連続して貼付して仕切りの高さを補足し、弾性材料を塗布又は流し込んで弾性層を施工し、その後テープを取り除く態様も本発明の範囲である。
弾性舗装層の舗装材料としては、弾性を示す舗装材料であれば特に限定はないが、この弾性舗装層と弾性仕切り板との一体化を高めるには、弾性仕切り板に用いた材料と類似又は同一の性能有するものが好ましい。
特に、弾性舗装材料として広く使用され、かつ、好ましい材料であるポリウレタン系弾性舗装材料が好ましく使用される。例えば、前記の弾性仕切り板の材料と同じ2液常温硬化型ポリウレタンエラストマー材料が用いられる。
塗布又は流し込まれた弾性材料は、弾性仕切り板の断面V字型部分の上下側面で強固に固着し、優れた端末処理効果を得ることができる。
弾性舗装処理工事が終了した後、縁石及び弾性仕切り板の外側に土砂(11)を埋め戻し、整地・植栽することにより舗装の端末処理を終える。
【0011】
【実施例】
以下、図面1〜3を参照して、本発明を実施例により説明する。
図2に示す断面の弾性仕切り板の型枠(板の厚さ10mm、板の高さ65mm、板の長さ1000mm、断面V字状突出部の高さ22mm、V字状部先端の内角60°、窪みの高さ25mm、幅3mm、深さ3mm)に、主剤として、P306〔ウレタンプレポリマー、NCO含量2.9±0.3wt%、粘度5500±500:三井武田ケミカル社(株)製〕と、硬化剤として、TSR820CM〔ウレタン樹脂硬化剤、粘度5000±16000:三井武田ケミカル社(株)製〕を1:1の割合で混合して型枠に流し込み、硬化させて離型し、弾性仕切り板を得た。
グラウンド舗装の施工を想定して、グラウンドの1部分として幅2m、長さ6mの長方形の地面を整地し、その上に厚さ120mmの砕石層(12)、厚さ80mmのコンクリート層(13)、さらにその上に厚さ30mmのモルタル層(14)を施工した。このモルタル層に高さ150mm、幅150mmの縁石(9)を短辺1.5m、長辺5mの長方形の周辺を形成するように敷き並べた。この縁石で囲まれた長方形の内側に厚さ190mmの砕石層(7)を施工し、次いで、その上に厚さ40mm及び30mmのアスファルト層を重ねて2度打ちしアスファルト層(8)〜(8’)を施工した。
次いで、連設した縁石の外側に、上記で得られた弾性仕切り板の内側面(4)に固着剤(サマリープライマー:三井化学社製エポキシ系接着剤)を塗布し、縁石に仕切り板の断面V字状突出部を懸崖するように連続して取り付けて固着し、硬化するまで放置した。仕切り板が縁石に固着した後、更に、上記のポリウレタンエラストマーの材料を混合し、アスファルト層(8)上に、弾性舗装材が弾性仕切り板の上端を超えない範囲で流し込み、広げ、その後硬化させた。硬化後、弾性仕切り板及び縁石の外側に土砂を埋め戻し、芝を植えた。
硬化後の舗装端末の全域に渡り、観察を続けた。6ケ月を経過しても、仕切り板の接着、弾性層の剥がれはなく、また夏季の芝の成長期に合わせて試験した本実施例の舗装端末には、成長する植物の根が成長して仕切り板と縁石、各層の間に侵入することによる弊害は全く認められなかった。
【0012】
【発明の効果】
本発明の方法は、舗装端末処理に用いる弾性仕切り板と弾性舗装層が一体となって施工される方法であり、従来の端末処理のように型枠用プレートを用いないので、型枠用プレートの設置及び取り外し工程を必要としない。また、縁石の加工が不要であるなど公知の舗装端末処理に比べ利点を有する。
また、弾性仕切り板の突出部の上方及び下方面のより広い面で弾仕切り板と弾性舗装層との一体化が計れ、下方面に弾性舗装材が食い込んで硬化するために、施工後の剥離などの不具合を防ぐことができる。
弾性仕切り板の断面V字状部分が傾斜面を有しているために、縁石角部との懸崖にあたり、ゆとりをもつて、かつ、ずれることなく固着できるために、縁石との接着作業が容易である。
【図面の簡単な説明】
【図1】 本発明の弾性仕切り板の一例を示す図である。
【図2】 弾性仕切り板の断面を示す図である。
【図3】 弾性仕切り板を用いて行う弾性舗装層の施工例を示す図である。
【符号の説明】
(1)弾性仕切り板
(2)V字状突出部
(3)窪み
(4)弾性仕切り板の内側面
(5)V字状突出部の上方面
(6)V字状突出部の下方面
(7)縁石内側の砕石層
(8)縁石内側のコンクリート又はアスファルト層
(9)縁石
(10)弾性層
(11)土砂
(12)縁石下の砕石層
(13)縁石下のコンクリート層
(14)縁石下のモルタル層[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a terminal processing method in a curb portion when paving an elastic layer on a pavement base layer such as an athletic field.
[0002]
[Prior art]
Conventionally, when elastic paving is performed on a ground base, the end treatment is performed by, for example, a curb that lacks an L-shape above the outer surface of the curb, as described in JP-A-4-203003. , Continuously placed, press the formwork plate against the curb side, spread and apply fluid elastic paving material to the ground surface, curb crest and L-shaped notch, and cure this elastic paving member This was done by removing the formwork plate later. Also, according to Japanese Patent Laid-Open No. 9-49205, a method is proposed in which an elastic partition plate is fixed to the side surface of the L-shaped notched curb and then a portion protruding upward from the fluid elastic paving material is proposed. Has been.
[0003]
However, in the method described in JP-A-4-203003, the mold plate is temporarily fixed to the curb segment with cloth tape, the elastic pavement material is poured, and the mold plate is removed after curing. Was cumbersome and time-consuming to process the terminal. Further, according to the method described in Japanese Patent Application Laid-Open No. 9-49205, a plate for formwork is not required, but a special processing such as an L-shaped notch is required on the curb beforehand.
[0004]
[Problems to be solved by the invention]
The object of the present invention is to provide a terminal processing method that overcomes the drawbacks of the conventional methods described above and does not require the use of a mold plate, and does not require special processing on the curb in advance. It is to be.
[0005]
[Means for Solving the Problems]
The inventors of the present invention have made various studies to achieve the above object, and in elastic paving, as a partition plate used for paving end treatment, one end in the longitudinal direction of the plate is continuously or discontinuously formed into a V-shaped cross section. An elastic partition plate having a protruding shape is devised, and this partition plate is fixedly attached to a general-purpose curbstone generally used as a paving stop by hooking it in a V-shaped section, and then the partition An elastic pavement end treatment method has been found in which an elastic pavement material is applied or spread on a base layer partitioned by a plate and spreads to integrate the elastic pavement material and the elastic partition plate.
That is, the present invention provides (1) an elastic partition plate having a shape in which one end in the longitudinal direction of the plate protrudes continuously or discontinuously into a V-shaped cross section,
(2) When paving the elastic layer on the paving base, the elastic partition plate of (1) above is connected and fixed to the curb at the end of the base layer, and the elastic paving material is placed on the base layer partitioned by the partition plate. It is the terminal processing method of the elastic pavement characterized by expanding and pavement, and (3) the elastic pavement terminal processing method of (2) above, wherein the elastic pavement material is a fluid elastic pavement material.
According to the present invention, since the elastic partition plate is suspended from the curb at the V-shaped portion, the fixing work of the partition plate to the curb can be performed stably and reliably without slipping and sliding off. In addition, the elastic partition plate fixed to the curb is an elastic pavement material, preferably a fluid elastic pavement material, and a V-shaped cross section, which is constructed to a thickness that reaches the upper end of the elastic partition plate on the base. Adhering to the wide surface of the upper surface and lower surface of the part, the effect is as if the anchor was driven in, and further integration of the cured elastic layer and the elastic partition plate can be achieved. As described above, the present invention is a method for performing terminal processing of elastic pavement with simple effects and excellent effects.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described with reference to the drawings.
FIG. 1 shows a typical example of the elastic partition plate of the present invention.
In the elastic partition plate (1), one end of the elastic partition plate (1) protrudes in a V-shaped cross section (2) continuously or discontinuously along the longitudinal direction of the plate.
FIG. 2 is a view showing a cross section of the elastic partition plate having one end protruding in a V-shaped cross section (2).
In this elastic partition plate, the shape of the portion protruding in the V-shaped cross section (2) is not particularly limited, but as the angle of the tip of the V-shaped portion protrudes more acutely, The work to hang on the curb can be done more easily and reliably, and the total area of the upper surface (5) and lower surface (6) of the V-shaped section (2) becomes wider, so Integration with the elastic paving material to be constructed on top is improved.
Moreover, the part which protruded in the cross-sectional V shape (2) may include the part which is not V-shaped cross-section not only in the case where it continues along the longitudinal direction of a board but in the dotted line, the broken line, or the chain line shape. That is, the case where the part which protruded in cross-sectional V shape (2) is discontinuous may be sufficient.
Further, a recess (3) as illustrated in FIG. 2 is provided on the inner side surface (4) of the partition plate (the surface on which the partition plate is fixed to the curbstone), and a pool of the sticking agent when the partition plate is fixed to the curbstone. By providing a portion, the fixing effect can be enhanced. This portion is not particularly limited, and can be provided in an appropriate shape and location as desired, or this portion need not be provided.
[0007]
The material of the elastic partition plate is not particularly limited, and examples thereof include polyurethane (preferably a two-component room temperature curing polyurethane elastomer), ethylene propylene copolymer (EPDM), styrene butadiene rubber (SBR), and the like. Various elastic materials are used. Usually, materials having similar or the same performance as the material used as the elastic paving material to be constructed on the base layer are compatible with each other, and are preferable for obtaining an excellent terminal treatment effect. In particular, a polyurethane-based material is preferable from the viewpoint of compatibility with polyurethane preferably used as an elastic paving material.
For example, when the elastic pavement is made of a polyurethane elastomer, an elastic partition plate can be manufactured using a material from which the polyurethane elastomer can be obtained.
Usually, for example, a main component and a curing agent, which are two-component room temperature curable polyurethane materials, are mixed in a mold manufactured according to the elastic partition plate shown in FIG. 2, poured into a mold, solidified, and released. The elastic partition plate of the present invention is obtained.
A polyurethane elastomer material preferably used as the material of the elastic partition plate and the material of the elastic pavement layer described below is a two-component room temperature curable polyurethane elastomer, for example, a room temperature curable urethane described in JP-A-6-206964. Two-component room temperature curing using an active hydrogen compound containing an elastomer, for example, a urethane polymer having an isocyanate group as the main ingredient and, if necessary, a filler, a catalyst, a plasticizer, a pigment, a weathering stabilizer, etc. as a curing agent Type polyurethane or already known materials can be used.
[0008]
As illustrated in FIG. 3, the elastic pavement end treatment method of the present invention first prepares a ground or a site where a coat is to be constructed, and a crushed stone layer (12), a concrete layer (13), and a mortar layer (14 ). Depending on the ground and coat to be constructed, curbstones (9) are continuously arranged along the periphery. The crushed stone layer (7) and one or more concrete layers or asphalt layers (8) to (8 ′) are further stacked on the inside of the installed curb. Usually, on the crushed stone layer (7), a predetermined pavement material, usually asphalt or concrete, is used to form a curb thickness.
After that, a sticking agent is applied to the curb stones continuously installed on the inner surface (4) of the elastic partition plate shown in FIG. 2, and the protruding V-shaped part (2) as shown in FIG. 3 is curbed. Set it so that it hangs over the corner of (9) and fix it. As the fixing agent, for example, an epoxy resin-based or polyurethane resin-based fixing agent is frequently used.
[0009]
After being sufficiently fixed, an elastic pavement material suitable for forming the elastic layer (10) is applied or poured onto the asphalt or concrete layer (8) partitioned by the elastic partition plate and then spread and applied. The thickness of the elastic pavement layer is not particularly limited. Usually, the elastic pavement material is applied or poured onto the base layer to a thickness not exceeding the position of the uppermost end of the elastic partition plate.
[0010]
In addition, if the desired thickness of the elastic layer is thin and the upper end of the partition plate protrudes from the elastic layer, the portion of the elastic layer is scraped off, and the desired layer thickness is applied beyond the partition plate. If necessary, the tape is continuously attached to the upper end of the elastic partition plate to supplement the height of the partition, and the elastic layer is applied or poured into the elastic layer, and then the tape is removed. It is the scope of the invention.
The pavement material for the elastic pavement layer is not particularly limited as long as it is a pavement material exhibiting elasticity, but in order to enhance the integration of this elastic pavement layer and the elastic partition plate, it is similar to the material used for the elastic partition plate or Those having the same performance are preferred.
In particular, polyurethane-based elastic pavement materials that are widely used as elastic pavement materials and are preferable materials are preferably used. For example, the same two-component room temperature curing type polyurethane elastomer material as that of the elastic partition plate is used.
The elastic material applied or poured in is firmly fixed on the upper and lower side surfaces of the V-shaped section of the elastic partition plate, and an excellent terminal treatment effect can be obtained.
After the elastic pavement processing work is completed, the earth and sand (11) is backfilled on the outside of the curb and the elastic partition plate, and the pavement terminal processing is finished by leveling and planting.
[0011]
【Example】
Hereinafter, the present invention will be described with reference to FIGS.
The form of the elastic partition plate having the cross section shown in FIG. 2 (
Assuming the construction of ground pavement, a rectangular ground with a width of 2 m and a length of 6 m is prepared as a part of the ground, and a crushed stone layer (12) with a thickness of 120 mm and a concrete layer with a thickness of 80 mm (13) Further, a mortar layer (14) having a thickness of 30 mm was applied thereon. On this mortar layer, a curb stone (9) having a height of 150 mm and a width of 150 mm was laid so as to form a rectangular periphery having a short side of 1.5 m and a long side of 5 m. A crushed stone layer (7) having a thickness of 190 mm is applied to the inside of the rectangle surrounded by the curb, and then, an asphalt layer (8) to (8) to (8) to (8) is stacked by overlapping an asphalt layer having a thickness of 40 mm and 30 mm thereon. 8 ') was constructed.
Next, a sticking agent (summary primer: epoxy adhesive manufactured by Mitsui Chemicals, Inc.) is applied to the inside surface (4) of the elastic partition plate obtained above on the outside of the curb, and the cross section of the partition plate is applied to the curb. The V-shaped protrusions were continuously attached and fixed so as to hang, and were allowed to stand until cured. After the partition plate is fixed to the curb, the above polyurethane elastomer material is further mixed and poured on the asphalt layer (8) so that the elastic pavement does not exceed the upper end of the elastic partition plate. It was. After curing, earth and sand were backfilled outside the elastic partition and the curb, and turf was planted.
Observation continued throughout the entire paved terminal after curing. Even after 6 months have passed, there is no separation of the partition plates and peeling of the elastic layer, and the roots of the growing plants grow on the pavement terminal of this example tested in accordance with the summer turf growth period. No adverse effects were observed due to intrusion between the partition plate, curb, and each layer.
[0012]
【The invention's effect】
The method of the present invention is a method in which an elastic partition plate and an elastic pavement layer used for pavement terminal processing are integrated and do not use a formwork plate as in conventional terminal processing. No installation or removal process is required. In addition, there is an advantage over the known paving terminal processing such that the curb processing is unnecessary.
Also, the elastic partition plate and the elastic pavement layer can be integrated on the wider surface above and below the protruding portion of the elastic partition plate, and the elastic pavement material bites into the lower surface and hardens. Etc. can be prevented.
Since the V-shaped section of the elastic partition plate has an inclined surface, it can be secured to the curb cliff with the curb corner and with no gaps, making it easy to bond to the curb It is.
[Brief description of the drawings]
FIG. 1 is a view showing an example of an elastic partition plate of the present invention.
FIG. 2 is a view showing a cross section of an elastic partition plate.
FIG. 3 is a diagram showing a construction example of an elastic pavement layer performed using an elastic partition plate.
[Explanation of symbols]
(1) Elastic partition plate (2) V-shaped protrusion (3) Recess (4) Inner surface of elastic partition plate (5) Upper surface of V-shaped protrusion (6) Lower surface of V-shaped protrusion ( 7) Crushed stone inside curb (8) Concrete or asphalt layer inside curb (9) Curb (10) Elastic layer (11) Sediment (12) Crushed stone under curb (13) Concrete layer under curb (14) Curb Lower mortar layer
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001350903A JP4014394B2 (en) | 2001-11-16 | 2001-11-16 | End treatment method for elastic pavement |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001350903A JP4014394B2 (en) | 2001-11-16 | 2001-11-16 | End treatment method for elastic pavement |
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| Publication Number | Publication Date |
|---|---|
| JP2003147720A JP2003147720A (en) | 2003-05-21 |
| JP4014394B2 true JP4014394B2 (en) | 2007-11-28 |
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| JP2001350903A Expired - Fee Related JP4014394B2 (en) | 2001-11-16 | 2001-11-16 | End treatment method for elastic pavement |
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| Country | Link |
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| JP (1) | JP4014394B2 (en) |
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| JP2003147720A (en) | 2003-05-21 |
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