JP6535636B2 - Repair method of roadbed - Google Patents
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- JP6535636B2 JP6535636B2 JP2016134784A JP2016134784A JP6535636B2 JP 6535636 B2 JP6535636 B2 JP 6535636B2 JP 2016134784 A JP2016134784 A JP 2016134784A JP 2016134784 A JP2016134784 A JP 2016134784A JP 6535636 B2 JP6535636 B2 JP 6535636B2
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Description
本発明は路盤の補修方法に関し、更に詳しくは膨張性鉱物を含有する路盤材を用いた路盤の補修方法に関する。 The present invention relates to a method of repairing a roadbed, and more particularly, to a method of repairing a roadbed using a roadbed material containing an expandable mineral.
道路や駐車場等の路盤形成に敷設される路盤材には、天然砕石のほかに、鉄鋼スラグや再生材料等が用いられる。これらの路盤材に遊離CaOや遊離MgO等の膨張性鉱物が含まれると、それらが水分と反応してCaO水和物やMgO水和物等を形成し、かかる水和物は元の鉱物に比べて単位物質量当たりの体積が大きいため、体積膨張して路盤の隆起、変形、破壊等を引き起こすことがある。尚、ここでいう路盤材には、仮設道路や整地材に使用される土工用材も含まれる。 In addition to natural crushed stone, steel slag, recycled material and the like are used as roadbed materials to be laid for roadbed formation such as roads and parking lots. When these roadbed materials contain expansive minerals such as free CaO and free MgO, they react with water to form CaO hydrate, MgO hydrate, etc., and such hydrates become the original minerals. Since the volume per unit mass is large compared with that, volume expansion may cause uplift, deformation, destruction and the like of the roadbed. In addition, the roadbed material referred to here includes earthwork materials used for temporary roads and ground preparation materials.
従来、前記のような路盤の隆起、変形、破壊等を補修し、更には予防する方法として、路盤に目地を形成して膨張を吸収する方法や、路盤の一部分を溝状に除去してその溝の空隙部分や、その溝部分に発泡セメントミルクや非固結性の粒状材料を充填することにより膨張を吸収する方法が提案されている(例えば特許文献1〜3参照)。しかし、これらの従来法では吸収できる膨張量に限界があり、膨張量によっては路盤の隆起、変形、破壊等を引き起こす恐れがあるという問題がある。 Conventionally, as a method of repairing the above-mentioned uplift, deformation, breakage, etc. of the roadbed and preventing it, a method of forming a joint on the roadbed to absorb expansion, or removing a part of the roadbed into a groove shape Methods have been proposed for absorbing expansion by filling the void portion of the groove and the groove portion with foamed cement milk or non-caking granular material (see, for example, Patent Documents 1 to 3). However, in these conventional methods, there is a limit to the amount of expansion that can be absorbed, and there is a problem that depending on the amount of expansion, there is a possibility of causing uplift, deformation, breakage, etc. of the roadbed.
本発明が解決しようとする課題は、膨張性鉱物を含有する路盤材を用いた路盤の隆起、変形、破壊等を確実に補修すると同時に、かかる隆起、変形、破壊等が生じるのを確実に予防することができる路盤の補修方法を提供する処にある。 The problem to be solved by the present invention is to reliably repair uplift, deformation, breakage and the like of the roadbed using the roadbed material containing the expandable mineral, and at the same time reliably prevent the occurrence of such bumps, deformation, and destruction. It is in place to provide a roadbed repair method that can be done.
前記の課題を解決する本発明は、膨張性鉱物を含有する路盤材を用いた路盤の補修方法であって、舗装の表層や基層から路盤材を露出させ、露出させた路盤材に水不溶性の高吸水性樹脂を加えて混合した後、その混合物の所要量を路盤材として再び敷設することを特徴とする路盤の補修方法に係る。 The present invention for solving the above-mentioned problems is a method of repairing a roadbed using a roadbed material containing an expandable mineral, wherein the roadbed material is exposed from the surface layer or the base layer of the pavement and water insoluble in the exposed roadbed material. The present invention relates to a method of repairing a roadbed characterized in that a superabsorbent resin is added and mixed, and then the required amount of the mixture is laid again as a roadbed material.
本発明に係る路盤の補修方法(以下、本発明の補修方法という)は、遊離CaOや遊離MgO等の膨張性鉱物を含有する鉄鋼スラグのような路盤材を用いた路盤の補修方法である。本発明の補修方法では、先ず舗装の表層や基層から路盤材を露出させる。次に露出させた路盤材に水不溶性の高吸水性樹脂を加えて混合する。最後にその混合物の所要量を路盤材として再び敷設する。 The roadbed repair method according to the present invention (hereinafter referred to as the repair method of the present invention) is a roadbed repair method using a roadbed material such as steel slag containing expandable minerals such as free CaO and free MgO. In the repair method of the present invention, first, the roadbed material is exposed from the surface layer or base layer of the pavement. Next, a water-insoluble highly water-absorbent resin is added to the exposed road base material and mixed. Finally, the required amount of the mixture is laid again as roadbed material.
具体的に例えば、アスファルトで舗装されている道路や駐車場等の場合、先ずアスファルト層を除去した後、路盤を掘削し、路盤材を破砕して、敷きならす。次に敷きならした路盤材に水不溶性の高吸水性樹脂をできるだけ均一に散布し、スタビライザー等によりできるだけ均一に混合する。最後にその混合物の所要量を再び敷きならし、転圧した後、アスファルトで再舗装する。 Specifically, in the case of a road or parking lot paved with asphalt, for example, after removing the asphalt layer first, the roadbed is excavated, and the roadbed material is crushed and laid down. Next, the water-insoluble highly water-absorbing resin is dispersed as uniformly as possible on the spread base material and mixed as uniformly as possible by a stabilizer or the like. Finally, the required amount of the mixture is spread again, compacted and re-paved with asphalt.
本発明の補修方法に用いる水不溶性の高吸水性樹脂は、一般的に紙おむつや生理用品等の衛生材料に使用され、また土壌保水剤や保冷剤等の非衛生材料に使用されているもので、水にはほとんど不溶であり、水を高度に吸水して膨潤する樹脂であって、JIS K 7223(1996年)やJIS K 7224(1996年)に定義されているものである。 The water-insoluble highly water-absorbent resin used in the repair method of the present invention is generally used for sanitary materials such as disposable diapers and sanitary products, and is also used for non-hygienic materials such as soil water retention agents and cold storage agents. A resin which is almost insoluble in water and swells by absorbing water by high water absorption, which is defined in JIS K 7223 (1996) and JIS K 7224 (1996).
本発明の補修方法に使用できる水不溶性の高吸水性樹脂としては、ポリアクリル酸(塩)系、ポリスルホン酸(塩)系、無水マレイン酸(塩)系、ポリアクリルアミド系、ポリビニルアルコール系、ポリエチレンオキシド系、ポリアスパラギン酸(塩)系、ポリグルタミン酸(塩)系、ポリアルギン酸(塩)系、デンプン系、セルロース系等のものが挙げられるが、なかでもポリアクリル酸系のもの及び/又はポリアクリル酸塩系のものが好ましい。ここでいうところの系とは、それらを主成分としていることを表しでおり、単一の構成単位だけではなく、2種類以上の構成単位から構成されていてもよく、合成の際に用いる重合開始剤、内部架橋剤、連鎖移動剤、キレート剤、架橋抑制剤、界面活性剤等が含まれていてもよく、またその合成方法は水溶液重合、逆相乳化重合、逆相懸濁重合等のいずれの方法でもよい。 Examples of the water-insoluble highly water-absorbent resin that can be used in the repair method of the present invention include polyacrylic acid (salt), polysulfonic acid (salt), maleic anhydride (salt), polyacrylamide, polyvinyl alcohol, and poly Ethylene oxide type, polyaspartic acid (salt) type, polyglutamic acid (salt) type, polyalginic acid (salt) type, starch type, cellulose type, etc. may be mentioned, among which polyacrylic acid type and / or poly type The acrylate type is preferred. The term "system" as used herein refers to having them as the main component, and may be composed of not only a single structural unit but also two or more types of structural units, and the polymerization used in the synthesis An initiator, an internal crosslinking agent, a chain transfer agent, a chelating agent, a crosslinking inhibitor, a surfactant, etc. may be contained, and the synthesis method thereof is such as aqueous solution polymerization, reverse phase emulsion polymerization, reverse phase suspension polymerization, etc. Either method may be used.
前記のような水不溶性の高吸水性樹脂の市販品としては、アクリル酸重合体(塩)架橋物として三洋化成社製の商品名サンフレッシュGTやアクアパールDS、日本触媒社製の商品名アクアリックCA、アクリル酸重合体部分ナトリウム塩架橋物として住友精化社製の商品名アクアキープSA、セルロース系樹脂として日本製紙社製の商品名サンローズSLD等が挙げられる。いずれであっても、本発明の補修方法に用いる水不溶性の高吸水性樹脂としては、その粒子径が2000μm以下のものが好ましい。 As a commercial item of the water-insoluble super absorbent polymer as described above, Sanrio Chemical Co., Ltd. trade name Sun Fresh GT or Aqua Pearl DS, a crosslinker of acrylic acid polymer (salt), Nippon Catalyzer trade name Aqua Lick CA, acrylic acid polymer partial sodium salt cross-linked product, trade name Aquakeep SA, manufactured by Sumitomo Seika Chemicals Co., Ltd., and cellulose resin, trade name Sunrose SLD, manufactured by Nippon Paper Industries Co., Ltd. In any case, as the water-insoluble highly water-absorbent resin used in the repairing method of the present invention, one having a particle diameter of 2000 μm or less is preferable.
路盤材に水不溶性の高吸水性樹脂を加えて混合すると、高吸水性樹脂は路盤材の間隙水を吸収してその体積を増す。その一方で、路盤材中の膨張性鉱物は長時間をかけて高吸水性樹脂から水を受け取り水和膨張し、高吸水性樹脂は水を放出して収縮する。本発明の補修方法では、かかる高吸水性樹脂の収縮代を膨張性鉱物の水和膨張の吸収に活用する。高吸水性樹脂の添加量は微量でも、その吸水量と体積増量が大きいため、数%を超える大きな残留体積膨張比を有する路盤の補修に適用できる。水不溶性の高吸水性樹脂を路盤材に混合することで、路盤材中の膨張性鉱物の膨張をその場その場で吸収できるのであり、その膨張吸収量は目地や溝を設ける場合よりも大きい。 When the water-insoluble highly water-absorbent resin is added to the road-base material and mixed, the highly water-absorbent resin absorbs the pore water of the road-base material to increase its volume. On the other hand, the expansive mineral in the roadbed material takes water from the highly water-absorbent resin over a long period of time to be hydrated and expanded, and the highly water-absorbent resin contracts by releasing the water. In the repair method of the present invention, the shrinkage allowance of the superabsorbent polymer is used to absorb the hydration and expansion of the expandable mineral. Even though the amount of superabsorbent resin added is small, the amount of water absorption and volume increase are large, so it can be applied to repair of a roadbed having a large residual volume expansion ratio exceeding several percent. By mixing a water-insoluble highly water-absorbing resin into the base material, the expansion of the expandable mineral in the base material can be absorbed in situ, and the amount of expansion absorption is larger than in the case of providing joints and grooves .
本発明の補修方法では、路盤材に水不溶性の高吸水性樹脂を加えて混合するが、路盤材に水不溶性の高吸収性樹脂を含有する組成物を加えて混合することもできる。かかる組成物としては、水不溶性の高吸水性樹脂と無機物粉体、例えば珪砂、炭酸カルシウム、水砕スラグ、ガラスカレット等との混合物や、水不溶性の高吸収性樹脂と水又は親水性溶媒、例えばエチルアルコールとの混合物が挙げられる。 In the repair method of the present invention, the water-insoluble highly water-absorbent resin is added to the base material and mixed, but it is also possible to add a composition containing the water-insoluble super absorbent resin to the base material and mixed. As such a composition, a mixture of a water-insoluble highly water-absorbent resin and inorganic powder such as silica sand, calcium carbonate, granulated slag, glass cullet, etc., a water-insoluble highly absorbent resin and water or a hydrophilic solvent, For example, a mixture with ethyl alcohol is mentioned.
本発明の補修方法では、路盤材に対する水不溶性の高吸収性樹脂又はこれを含有する組成物の使用割合を制限するものではないが、路盤材に対して、水不溶性の樹脂又はこれを含有する組成物を、水不溶性の高吸水性樹脂として0.01〜0.5質量%となるよう加えるのが好ましく、0.05〜0.3質量%となるよう加えるのがより好ましい。加える場所は、舗装の表層や基層から路盤材を露出させた現地でもよいし、露出させた路盤材の運搬先、例えば工場でもよいが、現地で加えて混合するのが好ましい。 The repair method of the present invention does not limit the use ratio of the water-insoluble superabsorbent resin or the composition containing the same to the roadbed material, but it contains the water-insoluble resin or this to the roadbed material. The composition is preferably added so as to be 0.01 to 0.5% by mass as a water-insoluble highly water-absorbent resin, and more preferably 0.05 to 0.3% by mass. The place to be added may be a site where the roadbed material is exposed from the surface layer or the base layer of the pavement, or may be a transfer destination of the exposed roadbed material, for example, a factory, but it is preferable to add and mix at the site.
図1は路盤材に対する水不溶性の高吸水性樹脂の添加量(使用割合、質量%、横軸)と添加した高吸水性樹脂による膨張吸収量(容量%、縦軸)との関係を例示するグラフであり、図1中、点線1は吸水量が10g/gの高吸水性樹脂の場合、実線2は吸水量が16g/gの高吸水性樹脂の場合、一点鎖線3は吸水量が20g/gの高吸水性樹脂の場合、二点鎖線4は吸水量が30g/gの高吸水性樹脂の場合を示している。例えば吸水量が16g/gの高吸水性樹脂を用いた場合、その添加量が0.1質量%で、下記の数1で求められる膨張吸収量が約3.2容量%であることを示している(数1で路盤材の嵩密度2.0、高吸水性樹脂の吸水時の嵩密度1.0とした)。高吸水性樹脂の吸水量によって異なるその添加量と膨張吸収量との関係は、路盤材の膨張比が膨張吸収量以下であれば路盤は膨張しないのであるから、路盤材の膨張化との関係で、どのような吸水量の高吸水性樹脂をどのような添加量で用いるかを決める上で重量である。
FIG. 1 exemplifies the relationship between the addition amount (use ratio, mass%, horizontal axis) of the water-insoluble super absorbent polymer to the road base material and the expansion absorption amount (volume%, vertical axis) by the added super absorbent resin FIG. 1 is a graph, dotted line 1 in the case of superabsorbent resin with a water absorption of 10 g / g,
本発明によると、膨張性鉱物を含有する路盤材を用いた路盤の隆起、変形、破壊等を確実に補修すると同時に、かかる隆起、変形、破壊等が生じるのを確実に予防することができるという効果がある。 According to the present invention, it is possible to reliably repair uplift, deformation, breakage and the like of the roadbed using the roadbed material containing the expansive mineral, and at the same time reliably prevent the occurrence of such bumps, deformation, and destruction. effective.
アスファルト舗装面の隆起した場所からアスファルト層を除去した後、路盤を掘削し、膨張性鉱物を含有する鉄鋼スラグ等を用いた路盤材を破砕して、敷きならした。長さ20m、幅4m、厚さ0.2m、路盤材量32tの試験工区を合計6工区設け、次のように施工した。 After removing the asphalt layer from the raised part of the asphalt pavement surface, the roadbed was excavated, and the roadbed material using steel slag and the like containing expandable minerals was crushed and spread. A total of 6 construction sections were established with a length of 20 m, a width of 4 m, a thickness of 0.2 m, and a roadbed material volume of 32 t, and construction was carried out as follows.
・比較例1
前記のように敷きならした路盤材をそのまま転圧し、アスファルトで舗装した。
Comparative Example 1
The roadbed material laid out as described above was compacted as it was and was paved with asphalt.
・比較例2
前記のように敷きならした路盤材に、その長手方向に3m間隔で幅30cmの溝を設け、アスファルトで舗装した。
Comparative Example 2
In the roadbed material laid out as described above, grooves of 30 cm in width were provided at intervals of 3 m in the longitudinal direction, and asphalt was paved.
・実施例1〜4
前記のように敷きならした路盤材に、表1記載の添加量等となるよう高吸水性樹脂を散布し、スタビライザーで双方が均一となるよう混合した後、再び路盤材を敷きならし、転圧して、アスファルトで舗装した。
Examples 1-4
A highly water-absorbent resin is dispersed on the roadbed material laid out as described above so that the addition amount etc. shown in Table 1 is obtained and mixed so that both sides become uniform with a stabilizer. It was pressed and paved with asphalt.
各試験工区で、アスファルト舗装面に所定間隔で合計15個の観測鋲を打ち、1年後、3年後及び5年後に、これらの観測鋲の高さの変位を測定し、その平均値を基の路盤材の厚さで除した値を膨張比(%)として、結果を表1にまとめて示した。
In each test section, hit a total of 15 observation ridges on the asphalt pavement surface at a predetermined interval, measure the displacement of height of these observation ridges after one year, three years and five years, and average the values The results are summarized in Table 1 as the expansion ratio (%) divided by the thickness of the base course material.
表1において、
A1:アクリル酸系吸水性樹脂(住友精化社製の商品名アクアキープCA60N TYPE II、カタログ値 中位粒子径300μm)
A2:セルロース系吸水性樹脂(日本製紙社製の商品名サンローズSLD−F1、カタログ値 平均粒子径50〜60μm)
In Table 1,
A1: Acrylic acid-based water absorbent resin (trade name AQUAKeep CA60N TYPE II, manufactured by Sumitomo Seika Co., Ltd., catalog value: median particle diameter 300 μm)
A2: Cellulose-based water-absorbent resin (trade name Sunrose SLD-F1, manufactured by Nippon Paper Industries Co., Ltd., catalog value, average particle diameter 50 to 60 μm)
表1の結果からも明らかなように、本発明によると、膨張性鉱物を含有する路盤材の膨張を実質的に防止し、路盤を確実に補修することができる。 As apparent from the results of Table 1, according to the present invention, expansion of the base material containing the expandable mineral can be substantially prevented, and the base can be reliably repaired.
Claims (7)
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| JP2002069922A (en) * | 2000-08-28 | 2002-03-08 | Nichireki Co Ltd | Pavement reproducing construction method by present position processing |
| JP5254057B2 (en) * | 2008-08-19 | 2013-08-07 | Jfeスチール株式会社 | Repair method for roadbeds, etc. to prevent uplift and destruction due to expansion |
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