JPS6223122B2 - - Google Patents
Info
- Publication number
- JPS6223122B2 JPS6223122B2 JP2422082A JP2422082A JPS6223122B2 JP S6223122 B2 JPS6223122 B2 JP S6223122B2 JP 2422082 A JP2422082 A JP 2422082A JP 2422082 A JP2422082 A JP 2422082A JP S6223122 B2 JPS6223122 B2 JP S6223122B2
- Authority
- JP
- Japan
- Prior art keywords
- clay
- water
- paving
- mixture
- weather
- 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.)
- Expired
Links
- 239000004927 clay Substances 0.000 claims description 25
- 238000000034 method Methods 0.000 claims description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 239000000203 mixture Substances 0.000 claims description 7
- 239000004115 Sodium Silicate Substances 0.000 claims description 4
- 229920005989 resin Polymers 0.000 claims description 4
- 239000011347 resin Substances 0.000 claims description 4
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 4
- 229910052911 sodium silicate Inorganic materials 0.000 claims description 4
- 239000002244 precipitate Substances 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 238000003756 stirring Methods 0.000 claims description 2
- 235000003891 ferrous sulphate Nutrition 0.000 description 4
- 239000011790 ferrous sulphate Substances 0.000 description 4
- BAUYGSIQEAFULO-UHFFFAOYSA-L iron(2+) sulfate (anhydrous) Chemical compound [Fe+2].[O-]S([O-])(=O)=O BAUYGSIQEAFULO-UHFFFAOYSA-L 0.000 description 4
- 229910000359 iron(II) sulfate Inorganic materials 0.000 description 4
- 239000000428 dust Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 235000019738 Limestone Nutrition 0.000 description 1
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical group C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 230000000386 athletic effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Description
【発明の詳細な説明】
本発明は、競技場ないし道路の舗装、とくに粘
土、シルト質粘土の耐候性(耐水壊性)を高めた
舗装方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for paving stadiums or roads, particularly for improving the weather resistance (water damage resistance) of clay and silty clay.
テニスコート、遊歩道など人間の運動、通行に
供する施設の舗装方法としては、地面にコンクリ
ート、アスフアルト、合成樹脂材等を被覆する全
天候方式、石灰岩、赤煉瓦等の砕粉を被覆する砕
粉方式、シルト、粘土等からなるロームを被覆す
るクレー方式などが代表的である。 Paving methods for facilities used for human movement and traffic, such as tennis courts and promenades, include an all-weather method in which the ground is covered with concrete, asphalt, synthetic resin, etc., a pulverized method in which the ground is covered with crushed powder of limestone, red brick, etc. A typical example is the clay method, which covers loam made of silt, clay, etc.
全天候方式は、文字通り天候に左右されずに供
用でき、維持管理にも手がかからないため、クレ
ー方式に替つて競技施設に用いられるようになつ
てきたが、硬質で人体に悪影響を及ぼすおそれが
あり、また自然な感触に欠けるため全面的にクレ
ー方式等を駆遂するまでには至つていない。 The all-weather method can be used literally regardless of the weather and requires little maintenance, so it has come to be used in competition facilities instead of the clay method, but it is hard and can have a negative impact on the human body. Also, due to the lack of natural feel, it has not been possible to fully pursue the clay method.
これに対して、クレー方式は、運動医学的には
好ましい性質をもつ反面、耐候性に劣り、とくに
降雨により軟弱化し、冬季には霜溶けのために使
用できず、また乾燥して粉塵化しないように適度
に散水しなければならないなど、使用上、管理上
の難点がある。 On the other hand, while the clay method has favorable properties from an athletic medical point of view, it has poor weather resistance, becomes particularly soft due to rainfall, cannot be used in winter due to frost melting, and does not dry out and turn into dust. There are some drawbacks in terms of use and management, such as the need to water properly.
しかしながら、特にクレー方式は全天候方式に
較べて何よりも自然な感触が得られる点で魅力が
あるため、維持管理の問題を是認しつつも用いら
れているのが現状である。 However, the clay method is particularly attractive in that it provides a more natural feel than the all-weather method, so it is currently used despite the problems of maintenance and management.
本発明はこのような現状に着目し、クレー方式
の利点を生かしつつ、耐候性に優れ維持管理の容
易な舗装を提供できるようにした舗装方法を提案
するものである。 The present invention focuses on the current situation and proposes a paving method that takes advantage of the advantages of the clay method while providing pavement that is excellent in weather resistance and easy to maintain.
本発明は、粘土、シルト質粘土、に対して重量
比で150%以上の水を加えて懸濁液とする。そし
て、この懸濁液にゴムラテツクスまたはスチレン
モノマーなどの低分子の水溶性樹脂と、珪酸ナト
リユームと硫酸第1鉄等の混合物を、同じく重量
比で5%以下1%以上添加して充分に撹拌する。
撹拌後にこれら混合物が沈殿したら、これを取り
出して沈殿物中の水分が75%程度になるまでフイ
ルタープレスなどで脱水して乾燥する。このよう
にして得られた粘土混合物を地面、細石等の舗装
用基礎に被覆する。 In the present invention, 150% or more water by weight is added to clay or silty clay to form a suspension. Then, a mixture of a low-molecular water-soluble resin such as rubber latex or styrene monomer, sodium silicate, ferrous sulfate, etc. is added to this suspension in a weight ratio of 5% to 1%, and the mixture is thoroughly stirred. .
When the mixture precipitates after stirring, it is taken out and dehydrated using a filter press or the like until the moisture content of the precipitate is about 75% and then dried. The clay mixture thus obtained is applied to the ground, a paving base such as fine stones, etc.
粘土混合物の、舗装用基礎に対する被覆は、例
えば舗装機械(ローラ等)を用い、また被覆する
厚さは、一例としてテニスコート等運動施設の場
合は2〜5cm程度が適当である。 The clay mixture is applied to the paving foundation using, for example, a paving machine (roller, etc.), and the appropriate coating thickness is, for example, about 2 to 5 cm in the case of sports facilities such as tennis courts.
上記方法により形成した舗装面は、混合物の固
化後極めて高い強度を示し、運動等の衝撃を加え
ても破壊したり粉塵化することが殆どないという
優れた性能を発揮する。 The paved surface formed by the above method exhibits extremely high strength after solidification of the mixture, and exhibits excellent performance in that it hardly breaks or turns into dust even when subjected to impact such as exercise.
また、この舗装面は水中に放置しても溶解する
ことがなく、また、完全乾燥した後の試料の吸水
率は約40%であつて、それ以上含水することはな
かつた。粘土、シルト質粘土に水溶性樹脂、珪酸
ナトリユーム及び硫酸第1鉄などを添加すること
により、粘土の特性を破壊することなく親水性を
低下させることができるのであり、その結果とし
て粘土粒子の固形化を達成した。このようにして
水壊しない性質とともに透水性にすぐれるという
ことは、降雨後速やかに乾燥して使用に耐えると
いうことの証明にもなる。 Furthermore, this paved surface did not dissolve even when left in water, and the water absorption rate of the sample after completely drying was approximately 40%, and no more water was absorbed. By adding water-soluble resins, sodium silicate, ferrous sulfate, etc. to clay, silty clay, it is possible to reduce the hydrophilicity without destroying the properties of the clay, and as a result, the solidity of clay particles achieved. The fact that it does not break down in water and has excellent water permeability also proves that it dries quickly after rain and can withstand use.
実験によると、粘土、シルト質粘土に対して、
水溶性樹脂2%、珪酸ナトリユーム2%、硫酸第
1鉄1%(それぞれ重量比)を添加した場合、そ
の舗装面は、降雨に基づく水壊や冬期の凍害を回
避しうることが確かめられた。 According to experiments, for clay and silty clay,
It was confirmed that when 2% of water-soluble resin, 2% of sodium silicate, and 1% of ferrous sulfate (each by weight) were added, the pavement surface could avoid water damage caused by rainfall and frost damage in winter. .
また、このうち硫酸第1鉄は除去してもほぼ同
等の耐候性を発揮することが確認された。なお、
これらの添加物は1%以下になると粘土の特性が
そのまま現われるようになり、耐候性が低下す
る。したがつて、上記のように、5%〜1%の範
囲内で添加することが最も好ましい。 Furthermore, it was confirmed that even if ferrous sulfate was removed, almost the same weather resistance was exhibited. In addition,
If the content of these additives is less than 1%, the characteristics of clay will appear as they are, and weather resistance will decrease. Therefore, as mentioned above, it is most preferable to add within the range of 5% to 1%.
そして、本発明による舗装面の弾性は従来のク
レー方式と殆ど変りなく、従つて人体に肉体的障
害を生じるおそれがないことは勿論、テニス等の
運動施設として好適である。また、外観上は従来
のクレー方式と全く同様であるから、自然環境を
重視すべき遊歩道、自転車道等の用途にも適当で
ある。 The elasticity of the paved surface according to the present invention is almost the same as that of the conventional clay method, so there is no risk of causing physical damage to the human body, and it is suitable as an exercise facility for tennis and the like. In addition, since its appearance is exactly the same as the conventional clay method, it is also suitable for uses such as promenades and bicycle paths where consideration is given to the natural environment.
以上の通り本発明によれば、降雨、凍害に対す
る耐性が強く、しかも弾力性に富んだ舗装が得ら
れる。 As described above, according to the present invention, a pavement that is highly resistant to rain and frost damage and has high elasticity can be obtained.
Claims (1)
粘土成分に対して重量比で5〜1%の、水溶性樹
脂及び珪酸ナトリユームを添加しながら混合撹拌
し、この沈殿物を水分75%程度まで脱水したもの
で舗装用基礎の表面を被覆することを特徴とする
舗装方法。1 Clay, a suspension of silty clay and water,
Mix and stir while adding a water-soluble resin and sodium silicate at a weight ratio of 5 to 1% to the clay component, and then dehydrate the precipitate to about 75% moisture and coat the surface of the pavement foundation. A paving method characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2422082A JPS58143001A (en) | 1982-02-17 | 1982-02-17 | Paving method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2422082A JPS58143001A (en) | 1982-02-17 | 1982-02-17 | Paving method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58143001A JPS58143001A (en) | 1983-08-25 |
JPS6223122B2 true JPS6223122B2 (en) | 1987-05-21 |
Family
ID=12132198
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2422082A Granted JPS58143001A (en) | 1982-02-17 | 1982-02-17 | Paving method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58143001A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0764611B2 (en) * | 1988-02-06 | 1995-07-12 | ダイヤテックス株式会社 | Earth and sand structure |
-
1982
- 1982-02-17 JP JP2422082A patent/JPS58143001A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS58143001A (en) | 1983-08-25 |
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