JP2000027105A - Paving construction and working method therefor - Google Patents

Paving construction and working method therefor

Info

Publication number
JP2000027105A
JP2000027105A JP10191582A JP19158298A JP2000027105A JP 2000027105 A JP2000027105 A JP 2000027105A JP 10191582 A JP10191582 A JP 10191582A JP 19158298 A JP19158298 A JP 19158298A JP 2000027105 A JP2000027105 A JP 2000027105A
Authority
JP
Japan
Prior art keywords
asphalt
pavement
slurry material
modified asphalt
construction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP10191582A
Other languages
Japanese (ja)
Other versions
JP4121622B2 (en
Inventor
Teiji Kimura
梯士 木村
Yoshifumi Kitaoka
善文 北岡
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Road Corp
Original Assignee
Obayashi Road Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Obayashi Road Corp filed Critical Obayashi Road Corp
Priority to JP19158298A priority Critical patent/JP4121622B2/en
Publication of JP2000027105A publication Critical patent/JP2000027105A/en
Application granted granted Critical
Publication of JP4121622B2 publication Critical patent/JP4121622B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a paving construction wherein rubber grains projected out from the surface of pavement so as to prevent freezing of the road surface are not embedded below the pavement surface, and a paving construction which can be easily worked as well as a construction method for forming the paved construction easily and efficiently. SOLUTION: By emulsifying a modified asphalt by mixing asphalt with an asphalt modifier, or by producing a modified asphalt emulsion 15a by emulsifying asphalt and asphalt modifier at once, and normal temperature slurry material 18 containing at least some of modified asphalt emulsion 15a, robber grains 16, cement, water crushed stones and sand. Then, by laying normal temperature slurry 18, and then a pavement construction is formed which contains at least some of modified asphalt 15A, rubber particles 17, cement, water, crushed stone 16 and sand which ware created by the decomposition of the modified asphalt emulsions in the normal temperature slurry material 18.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、舗装構造とその
施工方法とに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pavement structure and a construction method thereof.

【0002】[0002]

【従来の技術】自動車走行時の騒音低減を図ったり、寒
冷地などにおける舗装面の氷結を防止したりするための
手段として、アスファルト、フィラー及びゴム粒子を混
合したスラリー材を既設の舗装表面に敷設する方法(特
開平10−110402号公報)が知られている。
2. Description of the Related Art As a means for reducing noise when driving a car or preventing freezing on a pavement surface in a cold region, a slurry material containing a mixture of asphalt, filler and rubber particles is applied to an existing pavement surface. A laying method (Japanese Patent Laid-Open No. 10-110402) is known.

【0003】この方法は、アスファルト、フィラー、及
びゴム粒子からなるスラリー材を用いて、母体となるア
スファルト舗装やセメントコンクリート舗装等の表面処
理を行うものであり、その施工は主に、スラリー材の混
合を行うミキサと、スラリー材の運搬を担うグースクッ
カー車と、スラリー材の敷設を担うグースフィニッシャ
と、スラリー材及び母体となる舗装面の保温と加熱とを
行うヒータとにより行われる。
In this method, a surface material such as asphalt pavement or cement concrete pavement as a base material is subjected to surface treatment using a slurry material composed of asphalt, filler, and rubber particles. Mixing is performed by a mixer, a goose cooker that transports the slurry material, a goose finisher that lays the slurry material, and a heater that keeps and heats the slurry material and the pavement surface serving as a base.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記従
来のアスファルト、フィラー、及びゴム粒子からなるス
ラリー材を用いて母体舗装を表面処理する舗装構造によ
れば、ゴム粒子が表面処理層の全体に分散混入し処理層
表面から突出して、冬季など寒中に舗装面を覆った薄氷
を小区画に分割し氷面上に加えられる交通荷重によって
かかる氷が容易に破砕されうるといった氷結防止効果や
ゴムの弾性による騒音低減効果を得ることとなっている
が、前記スラリー材中にかかるゴム粒子を支保する素材
はなく、施工後に車両が実際に供用を開始して舗装面に
負荷が加わると経時的にアスファルト及びフィラーから
なるフィラービチュウメン中にゴム粒子が埋没してしま
うこととなっていた。
However, according to the pavement structure in which the base pavement is surface-treated using the above-mentioned conventional slurry material composed of asphalt, filler and rubber particles, the rubber particles are dispersed throughout the surface treatment layer. The ice that mixes and protrudes from the surface of the treated layer and covers the pavement surface during the winter, such as in winter, is divided into small sections, and the ice applied to the ice surface can be easily broken by traffic loads. However, there is no material that supports the rubber particles in the slurry material, and when the vehicle actually starts operating and a load is applied to the pavement surface after construction, the asphalt And rubber particles are buried in filler bitumen comprising the filler and the filler.

【0005】それにより、舗装表面の凹凸が減少し、平
滑化してしまうことで、前記の氷結防止や騒音低減等の
効果を失ってしまうといった問題が生じていた。したが
って、ひとたびゴム粒子が埋没してその機能を失えば、
表面処理を施した意味も薄れ、再施工を行わなければな
らなくなることも考えられ、コストに与える悪影響は大
きい。
[0005] As a result, unevenness of the pavement surface is reduced and smoothed, so that the above-mentioned effects of preventing icing and reducing noise are lost. Therefore, once the rubber particles are buried and lose their function,
The meaning of the surface treatment is reduced, and it may be necessary to perform re-construction, which has a large adverse effect on cost.

【0006】また、アスファルト、フィラー及びゴム粒
子からなる従来のスラリー材を敷設する際には、まず、
敷設できるだけの流動性を得るために高温(150℃以
上)で一定時間混合作業を行う必要があり、さらに混合
されたスラリー材を舗装面に敷設する際にもこの高温を
維持しなければならない。
When laying a conventional slurry material composed of asphalt, filler and rubber particles, first,
It is necessary to carry out a mixing operation at a high temperature (150 ° C. or higher) for a certain period of time in order to obtain sufficient fluidity for laying, and this high temperature must be maintained even when laying the mixed slurry material on a pavement surface.

【0007】そのため、適正な温度管理が必要となり作
業に熟練を要する上に、アスファルトプラント(一次混
合)、クッカー(二次混合)、専用敷設装置、のように
それぞれの作業についての専用機械を備え、さらにヒー
タも装備しなければならず、設備に対するコスト増大を
招き、加えて近年狭小な工事区域での施工が求められる
ことも多い中、多くの機械を操作し作業毎に機械を入れ
替えなければなならないといった施工の煩雑さを招くの
は必定である。
[0007] Therefore, appropriate temperature control is required, and the work requires skill. In addition, a special machine for each work such as an asphalt plant (primary mixing), a cooker (secondary mixing), and a dedicated laying device is provided. In addition, it is necessary to equip with heaters, which leads to an increase in equipment costs, and in addition to the fact that construction is often required in a small construction area in recent years, many machines must be operated and machines must be replaced every work. It is inevitable that the construction will be complicated, such as not being done.

【0008】そこで、この発明は、このような従来の課
題に着目してなされたもので、舗装表面に突出すること
で路面凍結防止等を図るゴム粒子が舗装表面から埋没す
ることがない舗装構造と、かかる舗装構造を簡便かつ効
率的に施工可能な施工方法とを提供することを目的とす
るものである。
Accordingly, the present invention has been made in view of such a conventional problem, and a pavement structure in which rubber particles for preventing road surface freezing and the like are prevented from being buried from the pavement surface by protruding from the pavement surface. It is another object of the present invention to provide a construction method capable of simply and efficiently constructing such a pavement structure.

【0009】[0009]

【課題を解決するための手段】この発明は、上記目的を
達成するためになされたもので、アスファルトとアスフ
ァルト改質材とを混合してなる改質アスファルトを乳化
するか、もしくはアスファルトとアスファルト改質材と
を一度に乳化することにより改質アスファルト乳剤を生
成し、かかる改質アスファルト乳剤と、ゴム粒子と、セ
メントと、水と、砕石及び砂の少なくともいずれかとを
含む常温スラリー材を生成し、該常温スラリー材を敷設
することを特徴とする。
SUMMARY OF THE INVENTION The present invention has been made to achieve the above object, and emulsifies modified asphalt obtained by mixing asphalt and an asphalt modifier, or asphalt and asphalt modification. The modified asphalt emulsion is produced by emulsifying the raw material at once, and a room temperature slurry material containing such modified asphalt emulsion, rubber particles, cement, water, crushed stone and at least one of sand is produced. And laying the room temperature slurry material.

【0010】また、上記の敷設方法により形成された舗
装構造が、改質アスファルト乳剤が分解してなる改質ア
スファルトと、ゴム粒子と、セメントと、水と、前記砕
石及び砂の少なくともいずれかとを含み、砕石及び砂の
少なくともいずれかが前記ゴム粒子を支保してなること
を特徴とする。
[0010] The pavement structure formed by the above-described laying method may include a modified asphalt obtained by decomposing a modified asphalt emulsion, rubber particles, cement, water, and at least one of the crushed stone and sand. And at least one of crushed stone and sand supports the rubber particles.

【0011】本願発明の施工方法において、上記の常温
スラリー材を用い、例えば実施例中にて後述する様な敷
設装置によって敷設を行えば、常温スラリー材の混合か
ら、運搬、敷設に至る一連の工程を単一の機械で一貫し
て行うことが可能で、設備に対するコスト増大に加えて
狭小な工事区域で多くの機械を操作し作業毎に機械を入
れ替えなければなならない施工の煩雑さといった問題を
解消することができる。これにより施工は格段に簡便で
効率的なものとすることができる。
In the construction method of the present invention, if the above-mentioned room temperature slurry material is laid by a laying device as described later in the embodiment, for example, a series of steps from mixing of the room temperature slurry material to transportation and laying is performed. The process can be carried out consistently with a single machine, which increases the cost of equipment and complicates construction work, in which a large number of machines must be operated in a small construction area and replaced every time. Can be eliminated. This makes the construction much simpler and more efficient.

【0012】また、本願発明における常温スラリー材
は、敷設時に高温に保ちつつ作業を行う必要はないの
で、従来のごとくスラリー材を敷設する際に、敷設でき
るだけの流動性を得るために高温で一定時間混合作業を
行い、さらに、混合されたスラリー材を舗装面に敷設す
る際にも高温を維持する必要があり、そのためにアスフ
ァルトプラント(一次混合)、クッカー(二次混合)、
専用敷設装置、などのようにそれぞれの作業についての
専用機械とヒータとを備えなければならないといった問
題や温度管理等の作業に熟練を要し同時に煩雑さを伴う
といった問題は解消される。
Further, since it is not necessary to work the slurry at room temperature in the present invention while maintaining the temperature at the time of laying, when laying the slurry as in the prior art, it is necessary to keep the slurry at a high temperature in order to obtain fluidity as much as possible. It is necessary to maintain the high temperature when laying the mixed slurry material on the pavement surface for the time mixing work, and for that, asphalt plant (primary mixing), cooker (secondary mixing),
The problem that a dedicated machine and a heater must be provided for each operation, such as a dedicated laying device, and the problem that the skill such as temperature management requires skill and is complicated at the same time are solved.

【0013】さらに、本願発明の舗装構造によれば、舗
装構造中にゴム粒子が混入され舗装表面にゴム粒子が突
出しているから、従来のものと同様に路面の氷結防止と
車両走行時の騒音低減とを図ることができるのはもちろ
ん、舗装構造を形成する常温スラリー材が主に改質アス
ファルト乳剤と、砕石及び砂の少なくともいずれかとを
混合したものであることにより、ゴム粒子が砕石または
砂によって支保され、さらにそれらを改質アスファルト
乳剤が分解してなる高粘度で優れた耐摩耗性等の特性を
有する改質アスファルトで互いに強固に結合支保するこ
とになり車両の供用が開始されて舗装面に交通荷重がか
かる状況になってもゴム粒子が埋没せずに所定の氷結防
止や騒音低減の効果を保持することが出来る。
Further, according to the pavement structure of the present invention, rubber particles are mixed in the pavement structure and the rubber particles protrude from the pavement surface. Of course, rubber particles can be reduced due to the fact that the room temperature slurry material forming the pavement structure is mainly a mixture of a modified asphalt emulsion and at least one of crushed stone and sand. In addition, the modified asphalt emulsion is decomposed, and the modified asphalt emulsion is decomposed to have a high-viscosity modified asphalt having excellent properties such as abrasion resistance. Even when a traffic load is applied to the surface, the rubber particles do not become buried, and a predetermined icing prevention and noise reduction effect can be maintained.

【0014】なお、上記のスラリー材については、それ
を高温に保持する必要はなく、常温にて混合、運搬、敷
設が行われるから、スラリー材を高温に加熱することで
発生する二酸化炭素等の炭酸ガスの発生を低減すること
ができ、地球温暖化等の環境問題の解決にも貢献でき
る。
It is not necessary to maintain the slurry material at a high temperature. Mixing, transportation, and laying are performed at room temperature. It can reduce the generation of carbon dioxide and contribute to solving environmental problems such as global warming.

【0015】[0015]

【発明の実施の形態】以下、本発明の好ましい実施の形
態につき、添付図面を参照して詳細に説明する。
Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings.

【0016】図1は本発明に係る舗装構造の実施形態を
示したものである。
FIG. 1 shows an embodiment of a pavement structure according to the present invention.

【0017】本実施形態における舗装構造10は、粗骨
材11と、アスファルトモルタル12とからなる母体舗
装13と、かかる母体舗装13表面に常温スラリー材1
8を敷設付着して形成した表面処理層14とからなって
いる。
The pavement structure 10 according to the present embodiment includes a base pavement 13 composed of coarse aggregate 11 and asphalt mortar 12, and a room temperature slurry material 1 on the surface of the base pavement 13.
8 and a surface treatment layer 14 formed by adhering.

【0018】ここで、アスファルトモルタル12は、細
骨材と、フィラーとしての石粉と、バインダーとしての
アスファルトとを含むもので、母体舗装13中の粗骨材
11間を充填し母体舗装13の主体をなすものである。
The asphalt mortar 12 contains fine aggregate, stone powder as a filler, and asphalt as a binder. The asphalt mortar 12 fills the space between the coarse aggregates 11 in the base pavement 13 to form a main body of the base pavement 13. It is what makes.

【0019】また、母体舗装13の表面に形成される表
面処理層14は、常温スラリー材18を母体舗装13に
敷設付着させることで形成されるものであり、かかる常
温スラリー材18は、バインダーとしての改質アスファ
ルト乳剤15aと、細骨材15b(粒径2.5mm以
下)とからなるアスファルトモルタル15を主体とし
て、これに砕石16(粒径5mm以下)とゴム粒子17
(粒径5mm以下)とを混入することにより構成されて
いる。本実施形態においては、この表面処理層14は5
〜20mm程度の薄層をもって形成されている。
The surface treatment layer 14 formed on the surface of the base pavement 13 is formed by laying and attaching a room temperature slurry material 18 to the base pavement 13, and the room temperature slurry material 18 is used as a binder. Asphalt mortar 15 mainly composed of a modified asphalt emulsion 15a and fine aggregate 15b (2.5 mm or less in particle size), crushed stone 16 (5 mm or less in particle size) and rubber particles 17
(A particle size of 5 mm or less). In the present embodiment, the surface treatment layer 14 has 5
It is formed with a thin layer of about 20 mm.

【0020】そして、アスファルトモルタル15の主要
な構成要素である改質アスファルト乳剤15aとは、ア
スファルトとアスファルト改質材とを混合してなる改質
アスファルトを乳化するか、もしくはアスファルトとア
スファルト改質材とを一度に乳化することにより生成す
るものであり、一般に、ストレートアスファルトと、ア
スファルト改質材としての天然ゴムやスチレン・ブタジ
エンゴム等のゴム、スチレン・ブタジエンブロックポリ
マーや酢酸ビニル共重合体等の熱可塑性エラストマーを
単独、もしくは両者を併用添加したゴム・熱可塑性エラ
ストマーとを乳化した改質アスファルト乳剤などが知ら
れている。
The modified asphalt emulsion 15a, which is a main component of the asphalt mortar 15, is obtained by emulsifying modified asphalt obtained by mixing asphalt and asphalt modifier, or asphalt and asphalt modifier. It is produced by emulsifying at once, and generally, straight asphalt and rubber such as natural rubber or styrene / butadiene rubber as asphalt modifier, styrene / butadiene block polymer or vinyl acetate copolymer, etc. Modified asphalt emulsions are known in which a thermoplastic elastomer is used alone or a rubber / thermoplastic elastomer to which both are added is emulsified.

【0021】なお、本実施形態においては、常温スラリ
ー材18中におけるゴム粒子17の配合率は、敷設後の
舗装構造の弾性特性と、常温スラリー材18の施工性や
表面形状との観点から、重量比で約2〜20%程度とす
ることが好ましい。
In the present embodiment, the compounding ratio of the rubber particles 17 in the room temperature slurry material 18 depends on the elasticity of the pavement structure after laying, the workability of the room temperature slurry material 18 and the surface shape. It is preferable that the weight ratio be about 2 to 20%.

【0022】上記ゴム粒子17は、所望の弾性を有し、
当該常温スラリー材18を母体舗装13の表面に敷設付
着させた場合に、その全部又は一部の粒子が舗装面に突
出するような粒径を有するゴム粒子であれば種々のもの
を使用することができるが、例えば粒径5mm程度以下
の大きさのゴム粒子を使用することが好ましい。また、
本願発明におけるゴム粒子17は、ゴムと同様の弾性特
性を有するウレタン樹脂を成形したウレタン樹脂粒子を
均等物として含むものである。
The rubber particles 17 have desired elasticity,
When the room temperature slurry material 18 is laid and adhered on the surface of the base pavement 13, various kinds of rubber particles having a particle diameter such that all or a part of the particles protrude on the pavement surface are used. However, it is preferable to use rubber particles having a particle size of about 5 mm or less, for example. Also,
The rubber particles 17 in the present invention contain urethane resin particles obtained by molding a urethane resin having the same elastic properties as rubber as equivalents.

【0023】本願発明の舗装構造によれば、表面処理層
14をなす常温スラリー材18にゴム粒子17が混入さ
れ舗装表面にゴム粒子17が突出しているから、従来の
ものと同様に路面の氷結防止と車両走行時の騒音低減と
を図ることができるのはもちろん、前記スラリー材18
が主に砕石16と改質アスファルト乳剤15aとの混合
したものであることにより、ゴム粒子17が砕石16に
よって支保され、さらにそれらを改質アスファルト乳剤
15aが分解してなる高粘度で優れた耐摩耗性等の特性
を有する改質アスファルト15Aで互いに強固に結合支
保することになり車両の供用が開始されて舗装面に交通
荷重がかかる状況になってもゴム粒子17が埋没せずに
所定の氷結防止や騒音低減の効果を保持することが出来
る。
According to the pavement structure of the present invention, since the rubber particles 17 are mixed in the room temperature slurry material 18 forming the surface treatment layer 14 and the rubber particles 17 protrude from the pavement surface, freezing of the road surface is performed in the same manner as the conventional one. It is possible to prevent noise and reduce noise when the vehicle is running.
Is mainly a mixture of crushed stone 16 and modified asphalt emulsion 15a, so that rubber particles 17 are supported by crushed stone 16 and are further decomposed by modified asphalt emulsion 15a to obtain high viscosity and excellent resistance to The modified asphalt 15A having properties such as abrasion properties firmly supports and supports each other, so that even when the vehicle is started to be used and a traffic load is applied to the pavement surface, the rubber particles 17 are not buried and have a predetermined shape. The effects of preventing icing and reducing noise can be maintained.

【0024】また、表面処理層14表面に突出するゴム
粒子17が摩耗して氷結防止効果等が低下した場合で
も、母体舗装13を撤去することなく、常温スラリー材
18を再度施工することで、容易に補修を行うことがで
きるとともに、新設か既設かを問わずに様々な状態の舗
装に対しても、本願発明の常温スラリー材18にて表面
処理層14を形成して、氷結防止効果等の特性を備える
ように容易に改良することができる。
Even when the rubber particles 17 protruding from the surface of the surface treatment layer 14 are worn and the icing prevention effect is reduced, the room temperature slurry material 18 can be re-installed without removing the base pavement 13. The surface treatment layer 14 can be easily repaired, and the surface treatment layer 14 can be formed with the room temperature slurry material 18 according to the present invention, even if the pavement is in a variety of states, regardless of whether the pavement is new or existing. Can easily be improved to have the following characteristics.

【0025】加えて、舗装表面の粗面凹部を充填するよ
うにして常温スラリー材18を敷設付着させれば、舗装
表面の轍掘れ等を整えることも可能である。
In addition, if the room temperature slurry material 18 is laid and adhered so as to fill the rough recesses on the pavement surface, it is possible to prepare a rut or the like on the pavement surface.

【0026】さらに、歩道舗装の表面に上記のごとく表
面処理層14を形成すればゴム粒子17による弾性を付
加して歩行快適性を向上することもできる。
Further, if the surface treatment layer 14 is formed on the surface of the sidewalk pavement as described above, the elasticity of the rubber particles 17 can be added to improve walking comfort.

【0027】なお、本願発明において、母体舗装13と
しては通常のアスファルト舗装のみならず、セメントコ
ンクリート舗装等についても適用しうるものとする。
In the present invention, the base pavement 13 is applicable not only to ordinary asphalt pavement but also to cement concrete pavement.

【0028】また、本実施形態の舗装構造においては、
砕石16によりゴム粒子17を支保するものとしている
が、それに限らず、砕石16と砂とを混合したもの、ま
たは砂のみにて支保してもよい。
Further, in the pavement structure of the present embodiment,
Although the rubber particles 17 are supported by the crushed stone 16, the invention is not limited thereto, and the rubber particles 17 may be supported by a mixture of the crushed stone 16 and sand or only the sand.

【0029】つぎに図2(a)、(b)は、本実施形態
における舗装構造の施工装置を示したものである。
Next, FIGS. 2A and 2B show an apparatus for constructing a pavement structure according to the present embodiment.

【0030】本願発明の舗装構造を施工する際に好適な
舗装施工装置19は、施工装置の移動を可能にするため
本実施形態においてはトラック車載型となっており、か
かるトラックの荷台前部に、アスファルト乳剤15aを
貯蔵計量する乳剤タンク20と、混合には欠かせない水
を貯蔵計量する水タンク21とが左右並列に設けられ、
それに続いて荷台中央部には常温スラリー材18中に混
入される砕石16を貯蔵計量する砕石ホッパ22が設け
られ、さらに続いて荷台後部には常温スラリー材18に
混入されるセメントを貯蔵計量するセメントタンク23
とゴム粒子17を貯蔵計量するゴム粒子タンク24とが
設けられている。なお、これらのタンクそれぞれは貯蔵
計量機能とともに圧送装置やホッパ等の運搬供給装置も
同時に備えるものとする。
The pavement construction device 19 suitable for constructing the pavement structure of the present invention is of a truck-mounted type in this embodiment to enable the movement of the construction device. An emulsion tank 20 for storing and measuring the asphalt emulsion 15a, and a water tank 21 for storing and measuring water essential for mixing,
Subsequently, a crushed stone hopper 22 for storing and measuring the crushed stones 16 mixed in the room temperature slurry material 18 is provided at the center of the bed, and subsequently, the cement mixed into the room temperature slurry material 18 is stored and measured at the rear of the bed. Cement tank 23
And a rubber particle tank 24 for storing and measuring the rubber particles 17. Note that each of these tanks is provided with a transporting and feeding device such as a pressure feeding device and a hopper together with the storage and weighing function.

【0031】そして、トラック最後部には上記タンク類
より供給された各種混合材料を混練するところのミキサ
26が備えられ、それとともに各種添加剤を供給する添
加剤タンク25が併設されている。また、このミキサ2
6の斜め下方の路面に、移動可能に載置されミキサ26
より供給された常温スラリー材18を路面に敷き均す作
業を担うスプレッダボックス27が備えられている。
A mixer 26 for kneading various mixed materials supplied from the tanks is provided at the rear end of the truck, and an additive tank 25 for supplying various additives is provided in addition to the mixer 26. Also, this mixer 2
The mixer 26 is movably mounted on a diagonally lower road surface of the mixer 6.
A spreader box 27 is provided to spread the supplied normal temperature slurry material 18 on the road surface.

【0032】また、施工手順としては、まず上記各種材
料を舗装施工装置19のタンクに十分積載し施工区域ま
で移動させる。つぎに、敷設する常温スラリー材18を
混合するため乳剤タンク20、ゴム粒子タンク24、セ
メントタンク23、水タンク21を稼動させて予め設定
しておいた敷設量に従って計量しつつそれぞれのタンク
よりミキサ26へ改質アスファルト乳剤15a、ゴム粒
子17、セメント、水を圧送装置にて供給する。それに
引き続いて、図(b)に示すように、砕石16が砕石ホ
ッパ22から砕石フィーダ28を通じてベルトコンベア
29上を運搬され、更に砕石ゲート30にて適切な供給
量に絞られた後にミキサ26中に投入されることとな
る。
As a construction procedure, first, the above-mentioned various materials are sufficiently loaded in the tank of the pavement construction apparatus 19 and moved to the construction area. Next, in order to mix the room temperature slurry material 18 to be laid, the emulsion tank 20, the rubber particle tank 24, the cement tank 23, and the water tank 21 are operated, and the mixer is discharged from each tank while weighing according to a preset laying amount. 26, the modified asphalt emulsion 15a, rubber particles 17, cement, and water are supplied by a pumping device. Subsequently, the crushed stone 16 is conveyed from the crushed stone hopper 22 through the crushed stone feeder 28 onto the belt conveyor 29 as shown in FIG. Will be thrown into.

【0033】ミキサ26内においては、スパイラル状に
設けらたミキサ板26aが適切な回転数で回転すること
により、ミキサ26内に供給された改質アスファルト乳
剤15a、ゴム粒子17、砕石16、セメント、水、添
加剤等の混練を行い、各々の材料が偏ることなく均等に
混合されることとなる。混練作業の結果生成された常温
スラリー材18はミキサ26後部に設けられたミキサゲ
ート26bより吐出され、スプレッダボックス27に供
給される。
In the mixer 26, the modified asphalt emulsion 15a, the rubber particles 17, the crushed stone 16, and the cement are supplied to the mixer 26 by rotating the spirally provided mixer plate 26a at an appropriate rotation speed. , Water, additives, and the like are kneaded, and the respective materials are uniformly mixed without bias. The room temperature slurry material 18 generated as a result of the kneading operation is discharged from a mixer gate 26b provided at the rear of the mixer 26 and supplied to a spreader box 27.

【0034】前記スプレッダボックス27は、内部に回
転式の敷設用ローラ等を備えて、ミキサ26から供給さ
れた常温スラリー材18を適宜攪拌しながら路面に敷き
均し、舗装路面上に表面処理層14を形成する。その
際、表面処理層14の敷設厚を調整するために、ミキサ
26後部に備えられた厚さ調整装置27aにより敷設量
の調整が行われる。なお、養生の間、敷設された常温ス
ラリー材18中の改質アスファルト乳剤15aが分解し
て改質アスファルト15Aとなる。
The spreader box 27 is provided with a rotatable laying roller and the like, and the room temperature slurry material 18 supplied from the mixer 26 is spread on the road surface while being appropriately stirred, and is spread on a pavement road surface. 14 is formed. At that time, in order to adjust the laying thickness of the surface treatment layer 14, the laying amount is adjusted by a thickness adjusting device 27a provided at the rear of the mixer 26. During the curing, the modified asphalt emulsion 15a in the laid room temperature slurry material 18 is decomposed into the modified asphalt 15A.

【0035】例えば、上述の本実施形態における舗装施
工装置19によって敷設作業を行えば、常温スラリー材
18の混合から、運搬、敷設に至る一連の工程を単一の
機械で一貫して行うことが可能で、設備に対するコスト
増大に加えて狭小な工事区域で多くの機械を操作し作業
毎に機械を入れ替えなければなならない施工の煩雑さと
いった問題を解消することができる。これにより施工は
従来に比べ格段に簡便で効率的なものとすることができ
る。
For example, if the laying operation is performed by the pavement construction apparatus 19 in the above-described embodiment, a series of steps from mixing of the room temperature slurry material 18 to transportation and laying can be performed consistently by a single machine. It is possible to solve problems such as an increase in cost for equipment and a complicated construction in which many machines are operated in a small construction area and the machines have to be replaced for each operation. This makes the construction much easier and more efficient than in the past.

【0036】従って従来のごとくアスファルトプラント
(一次混合)、クッカー(二次混合)、専用敷設装置、
などのように作業毎の専用機械と保温加熱用ヒータとを
備えなければならないといった問題は解消され、それに
伴い舗装材の温度管理作業等に熟練を要し同時に煩雑さ
を伴うといった問題も自ずと解消される。
Therefore, as before, asphalt plant (primary mixing), cooker (secondary mixing), special laying device,
The problem of having to provide a dedicated machine and a heater for warming and heating for each work, such as the above, has been solved, and the problem of the need for skill in the temperature management work of pavement materials and the accompanying complexity at the same time has also been solved. Is done.

【0037】なお、本発明における常温スラリー材18
を敷設施工すれば、従来のようにスラリー材を高温に保
持する必要はなく、常温にてスラリー材料の混合、運
搬、敷設が行われるから、スラリー材を高温に加熱する
ことで発生する二酸化炭素等の炭酸ガスの発生を低減す
ることができ、地球温暖化等の環境問題の解決にも貢献
できる。
The room temperature slurry material 18 of the present invention
It is not necessary to maintain the slurry material at a high temperature as in the past, and the mixing, transportation and laying of the slurry material are performed at room temperature, so the carbon dioxide generated by heating the slurry material to a high temperature , Etc., and can contribute to solving environmental problems such as global warming.

【0038】ここで、本実施形態においては舗装施工装
置19の移動手段をトラックとしたが、それに限らず、
各種タンクや供給設備、ミキサ等を積載可能なものであ
れば適宜使用可能であるとする。
Here, in this embodiment, the moving means of the pavement construction device 19 is a truck, but is not limited thereto.
It is assumed that various tanks, supply equipment, mixers, and the like can be appropriately used as long as they can be loaded.

【0039】また、本実施形態において、砕石16を貯
蔵供給するために砕石ホッパ22とそれに続く各種供給
装置を示したが、砕石16ではなく砂を使用する際に
は、それに合わせて砂用の貯蔵供給装置を適宜選択すれ
ば良く、さらに、砕石16と砂とを混合して使用する際
には、砕石と砂とを同時に扱える装置を備えれば好適で
ある。
Further, in this embodiment, the crushed stone hopper 22 and various feeding devices following the crushed stone hopper 22 for storing and supplying the crushed stone 16 are shown. However, when sand is used instead of the crushed stone 16, the sand What is necessary is just to select a storage supply apparatus suitably, and when mixing and using the crushed stone 16 and sand, it is suitable to provide the apparatus which can handle crushed stone and sand simultaneously.

【0040】[0040]

【発明の効果】以上詳細に説明したように、本願発明の
施工方法において、上記の常温スラリー材を用い、例え
ば実施例中にて述べた様な敷設装置によって敷設を行え
ば、常温スラリー材の混合から、運搬、敷設に至る一連
の工程を単一の機械で一貫して行うことが可能で、設備
に対するコスト増大に加えて狭小な工事区域で多くの機
械を操作し作業毎に機械を入れ替えなければなならない
施工の煩雑さといった問題を解消することができる。こ
れにより施工は格段に簡便で効率的なものとすることが
できる。
As described in detail above, in the construction method of the present invention, if the above-mentioned room temperature slurry material is laid by the laying device as described in the embodiment, for example, A series of processes from mixing, transportation, and laying can be performed consistently on a single machine.In addition to increasing equipment costs, many machines are operated in a narrow construction area and machines are replaced every time Problems such as the complicated construction that must be performed can be solved. This makes the construction much simpler and more efficient.

【0041】また、本願発明における常温スラリー材
は、敷設時に高温に保ちつつ作業を行う必要はないの
で、従来のごとくスラリー材を敷設する際に、敷設でき
るだけの流動性を得るために高温で一定時間混合作業を
行い、さらに、混合されたスラリー材を舗装面に敷設す
る際にも高温を維持する必要があり、そのためにアスフ
ァルトプラント(一次混合)、クッカー(二次混合)、
専用敷設装置、などのようにそれぞれの作業についての
専用機械とヒータとを備えなければならないといった問
題や温度管理等の作業に熟練を要し同時に煩雑さを伴う
といった問題は解消される。
Further, since it is not necessary to keep the temperature of the room temperature slurry material of the present invention at a high temperature at the time of laying, when laying the slurry material as in the prior art, it is necessary to maintain a constant temperature at a high temperature in order to obtain fluidity as much as possible. It is necessary to maintain the high temperature when laying the mixed slurry material on the pavement surface for the time mixing work, and for that, asphalt plant (primary mixing), cooker (secondary mixing),
The problem that a dedicated machine and a heater must be provided for each operation, such as a dedicated laying device, and the problem that the skill such as temperature management requires skill and is complicated at the same time are solved.

【0042】さらに、本願発明の舗装構造によれば、舗
装構造中にゴム粒子が混入され舗装表面にゴム粒子が突
出しているから、従来のものと同様に路面の氷結防止と
車両走行時の騒音低減とを図ることができるのはもちろ
ん、舗装構造を形成する常温スラリー材が主に改質アス
ファルト乳剤と、砕石及び砂の少なくともいずれかとを
混合したものであることにより、ゴム粒子が砕石または
砂によって支保され、さらにそれらを改質アスファルト
乳剤が分解してなる高粘度で優れた耐摩耗性等の特性を
有する改質アスファルトで互いに強固に結合支保するこ
とになり車両の供用が開始されて舗装面に交通荷重がか
かる状況になってもゴム粒子が埋没せずに所定の氷結防
止や騒音低減の効果を保持することが出来る。
Further, according to the pavement structure of the present invention, rubber particles are mixed in the pavement structure and the rubber particles protrude from the pavement surface. Of course, it is possible to reduce the amount of rubber particles because the room temperature slurry material forming the pavement structure is mainly a mixture of a modified asphalt emulsion and at least one of crushed stone and sand. In addition, the modified asphalt emulsion is decomposed, and the modified asphalt emulsion is decomposed to have a high-viscosity modified asphalt having excellent properties such as abrasion resistance. Even when a traffic load is applied to the surface, the rubber particles do not become buried, and a predetermined icing prevention and noise reduction effect can be maintained.

【0043】なお、上記の常温スラリー材については、
それを高温に保持する必要はなく、常温にて混合、運
搬、敷設が行われるから、スラリー材を高温に加熱する
ことで発生する二酸化炭素等の炭酸ガスの発生を低減す
ることができ、地球温暖化等の環境問題の解決にも貢献
できる。
The above-mentioned room temperature slurry material is as follows:
It is not necessary to maintain it at a high temperature. Mixing, transportation, and laying are performed at room temperature, so it is possible to reduce the generation of carbon dioxide gas such as carbon dioxide generated by heating the slurry material to a high temperature. It can also contribute to solving environmental problems such as global warming.

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

【図1】本実施形態における舗装構造の構成を示す拡大
部分断面図である。
FIG. 1 is an enlarged partial cross-sectional view illustrating a configuration of a pavement structure according to an embodiment.

【図2】(a)は本実施形態の施工方法において使用す
る施工装置を示す説明図であり、(b)はかかる施工装
置のうちミキサ及びスプレッダボックスの拡大断面図で
ある。
FIG. 2A is an explanatory view showing a construction apparatus used in the construction method of the present embodiment, and FIG. 2B is an enlarged sectional view of a mixer and a spreader box in the construction apparatus.

【符号の説明】[Explanation of symbols]

10 舗装構造 13 母体舗装 14 表面処理層 15a 改質アスファルト乳剤 15A 改質アスファルト 16 砕石 17 ゴム粒子 18 常温スラリー材 19 舗装施工装置 20 乳剤タンク 21 水タンク 22 砕石ホッパ 23 セメントタンク 24 ゴム粒子タンク 26 ミキサ 27 スプレッダボックス 10 Pavement Structure 13 Base Pavement 14 Surface Treatment Layer 15a Modified Asphalt Emulsion 15A Modified Asphalt 16 Crushed Stone 17 Rubber Particles 18 Room Temperature Slurry Material 19 Pavement Construction Equipment 20 Emulsion Tank 21 Water Tank 22 Crushed Stone Hopper 23 Cement Tank 24 Rubber Particle Tank 26 Mixer 27 Spreader box

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 アスファルトとアスファルト改質材とを
混合してなる改質アスファルトを乳化するか、もしくは
アスファルトとアスファルト改質材とを一度に乳化する
ことにより改質アスファルト乳剤を生成し、 かかる改質アスファルト乳剤と、ゴム粒子と、セメント
と、水と、砕石及び砂の少なくともいずれかとを含む常
温スラリー材を生成し、 該常温スラリー材を敷設することを特徴とする舗装構造
の施工方法。
1. A modified asphalt emulsion is formed by emulsifying a modified asphalt obtained by mixing asphalt and an asphalt modifier, or emulsifying asphalt and an asphalt modifier at once. A method for constructing a pavement structure, comprising: generating a room temperature slurry material containing a porous asphalt emulsion, rubber particles, cement, water, at least one of crushed stone and sand, and laying the room temperature slurry material.
【請求項2】 改質アスファルト乳剤が分解してなる改
質アスファルトと、ゴム粒子と、セメントと、水と、砕
石及び砂の少なくともいずれかとを含み、前記砕石及び
砂の少なくともいずれかが前記ゴム粒子を支保してなる
ことを特徴とする舗装構造。
2. A modified asphalt containing a modified asphalt emulsion obtained by decomposing a modified asphalt emulsion, rubber particles, cement, water, at least one of crushed stone and sand, wherein at least one of the crushed stone and sand is the rubber. Pavement structure characterized by supporting particles.
JP19158298A 1998-07-07 1998-07-07 Pavement construction method Expired - Fee Related JP4121622B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19158298A JP4121622B2 (en) 1998-07-07 1998-07-07 Pavement construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19158298A JP4121622B2 (en) 1998-07-07 1998-07-07 Pavement construction method

Publications (2)

Publication Number Publication Date
JP2000027105A true JP2000027105A (en) 2000-01-25
JP4121622B2 JP4121622B2 (en) 2008-07-23

Family

ID=16277056

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100503493B1 (en) * 2001-09-12 2005-07-25 주식회사 동방포루마 floor material added asphalt waterproof and mortar and method of producing the same
CN102691244A (en) * 2012-05-30 2012-09-26 中铁四局集团有限公司 Construction method of noise type asphalt pavement
CN103669152A (en) * 2013-11-04 2014-03-26 沈阳市政集团有限公司 Road surface construction method of ultrathin stone mastic asphalt mixture
CN104631269A (en) * 2015-01-05 2015-05-20 葛洲坝武汉道路材料有限公司 Synchronous pavement surface dressing material for steel slag aggregate for road maintenance, and construction method thereof
JP2017180006A (en) * 2016-03-31 2017-10-05 住友大阪セメント株式会社 Concrete pavement and construction method for the same
CN112681179A (en) * 2020-12-17 2021-04-20 东南大学 Pavement structure stress detection and maintenance early warning method based on intelligent particle structure
CN114775359A (en) * 2022-04-29 2022-07-22 长沙理工大学 Pavement sealing structure and construction method thereof

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* Cited by examiner, † Cited by third party
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100503493B1 (en) * 2001-09-12 2005-07-25 주식회사 동방포루마 floor material added asphalt waterproof and mortar and method of producing the same
CN102691244A (en) * 2012-05-30 2012-09-26 中铁四局集团有限公司 Construction method of noise type asphalt pavement
CN102691244B (en) * 2012-05-30 2014-07-23 中铁四局集团有限公司 Construction method of noise type asphalt pavement
CN103669152A (en) * 2013-11-04 2014-03-26 沈阳市政集团有限公司 Road surface construction method of ultrathin stone mastic asphalt mixture
CN104631269A (en) * 2015-01-05 2015-05-20 葛洲坝武汉道路材料有限公司 Synchronous pavement surface dressing material for steel slag aggregate for road maintenance, and construction method thereof
JP2017180006A (en) * 2016-03-31 2017-10-05 住友大阪セメント株式会社 Concrete pavement and construction method for the same
CN112681179A (en) * 2020-12-17 2021-04-20 东南大学 Pavement structure stress detection and maintenance early warning method based on intelligent particle structure
CN114775359A (en) * 2022-04-29 2022-07-22 长沙理工大学 Pavement sealing structure and construction method thereof

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