JP2010121433A - Paving material containing tile waste material and pulverized husk - Google Patents
Paving material containing tile waste material and pulverized husk Download PDFInfo
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- JP2010121433A JP2010121433A JP2009004168A JP2009004168A JP2010121433A JP 2010121433 A JP2010121433 A JP 2010121433A JP 2009004168 A JP2009004168 A JP 2009004168A JP 2009004168 A JP2009004168 A JP 2009004168A JP 2010121433 A JP2010121433 A JP 2010121433A
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- 239000000463 material Substances 0.000 title claims abstract description 61
- 239000002699 waste material Substances 0.000 title claims abstract description 51
- 239000010903 husk Substances 0.000 title claims abstract description 50
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 77
- 239000004568 cement Substances 0.000 claims abstract description 36
- 230000035699 permeability Effects 0.000 claims abstract description 29
- 239000004576 sand Substances 0.000 claims abstract description 25
- 239000000839 emulsion Substances 0.000 claims abstract description 18
- 229920000642 polymer Polymers 0.000 claims abstract description 18
- 229920005989 resin Polymers 0.000 claims abstract description 17
- 239000011347 resin Substances 0.000 claims abstract description 17
- 241000209094 Oryza Species 0.000 claims description 45
- 235000007164 Oryza sativa Nutrition 0.000 claims description 45
- 235000009566 rice Nutrition 0.000 claims description 45
- 239000003638 chemical reducing agent Substances 0.000 claims description 17
- 239000002245 particle Substances 0.000 claims description 10
- 241000196324 Embryophyta Species 0.000 claims description 5
- 239000000843 powder Substances 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 4
- 238000000465 moulding Methods 0.000 claims description 3
- 239000011449 brick Substances 0.000 claims 3
- 239000000853 adhesive Substances 0.000 abstract description 6
- 230000001070 adhesive effect Effects 0.000 abstract description 6
- 239000011148 porous material Substances 0.000 abstract description 3
- 206010016807 Fluid retention Diseases 0.000 description 24
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 21
- 230000000052 comparative effect Effects 0.000 description 6
- 238000010521 absorption reaction Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 230000007423 decrease Effects 0.000 description 4
- 239000002440 industrial waste Substances 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 241000282472 Canis lupus familiaris Species 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 3
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 3
- 239000011400 blast furnace cement Substances 0.000 description 3
- 238000011156 evaluation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 229920001732 Lignosulfonate Polymers 0.000 description 2
- 239000011358 absorbing material Substances 0.000 description 2
- 235000008429 bread Nutrition 0.000 description 2
- 239000003086 colorant Substances 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 239000013502 plastic waste Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 229920003048 styrene butadiene rubber Polymers 0.000 description 2
- 239000011800 void material Substances 0.000 description 2
- 239000002174 Styrene-butadiene Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- DQXBYHZEEUGOBF-UHFFFAOYSA-N but-3-enoic acid;ethene Chemical compound C=C.OC(=O)CC=C DQXBYHZEEUGOBF-UHFFFAOYSA-N 0.000 description 1
- 238000003763 carbonization Methods 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000003610 charcoal Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 229910052571 earthenware Inorganic materials 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000003306 harvesting Methods 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000012778 molding material Substances 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 1
- 239000002952 polymeric resin Substances 0.000 description 1
- 229920005862 polyol Polymers 0.000 description 1
- 150000003077 polyols Chemical class 0.000 description 1
- 239000012254 powdered material Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000010298 pulverizing process Methods 0.000 description 1
- 238000007873 sieving Methods 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000011282 treatment Methods 0.000 description 1
- 238000009834 vaporization Methods 0.000 description 1
- 230000008016 vaporization Effects 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
Classifications
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/46—Water-loss or fluid-loss reducers, hygroscopic or hydrophilic agents, water retention agents
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00284—Materials permeable to liquids
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00758—Uses not provided for elsewhere in C04B2111/00 for agri-, sylvi- or piscicultural or cattle-breeding applications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
Description
本発明は瓦廃材及び籾殻を利用し、透水性と保水性を兼備した舗装材に関する。 The present invention relates to a pavement material that uses both tile waste and rice husks and has both water permeability and water retention.
屋根瓦の修理や葺き替え工事などで発生した瓦廃材は、そのままでは再利用困難で多くは産業廃棄物として廃棄され、処分料としての経済負担だけでなく、環境への負担も大きいため、回収して再利用されることが望まれる。
瓦廃材の舗装材への利用は、特許文献1では瓦材にポリマー吸水材を配合し、ポリマー樹脂で固結した透水性舗装材を提供している。特許文献2では瓦材とプラスチック廃棄物から得られる人工骨材を高炉セメントで固化した透水性舗装材を提供している。
Tile scrap materials generated by roof tile repair and replacement work are difficult to reuse as they are, and are mostly discarded as industrial waste, which is not only an economic burden as a disposal fee, but also a heavy burden on the environment. It is hoped that it will be reused.
As for the use of tile waste materials for pavement materials, Patent Document 1 provides a water-permeable pavement material in which a polymer water-absorbing material is blended into a tile material and consolidated with a polymer resin. Patent Document 2 provides a water-permeable pavement material obtained by solidifying an artificial aggregate obtained from a tile material and plastic waste with a blast furnace cement.
一方、籾殻は秋の穫り入れが終わると大量に発生し、嵩張ることで保管や移動が困難で、腐敗しないため、厄介者として扱われている。国の補助事業として進められてきた暗渠排水工事への利用もほぼ行き渡り、また、果樹、野菜、畜舎の敷料としての利用も量が限られているため、前記の瓦廃材同様、より多くの分野で再利用されることが望まれる。
籾殻の舗装材や成形材への利用は、特許文献3では籾殻を接着剤又はセメントで固化した建設資材を提供している。
On the other hand, rice husks are produced in large quantities after harvesting in the fall, and they are bulky and difficult to store and move. The use for underdrainage construction, which has been promoted as a subsidized project by the government, is almost widespread, and because the amount of fruit trees, vegetables, and slaughterhouses is limited, there are more fields similar to the above-mentioned tile waste materials. It is hoped that it will be reused.
For the use of rice husks for paving materials and molding materials, Patent Document 3 provides construction materials obtained by solidifying rice husks with an adhesive or cement.
透水性と保水性を兼備した舗装材として、舗設された透水性舗装体の中の空隙に保水材料を注入する方法が提供され、保水材料として特許文献4では木質粉体又はフライアッシュ、特許文献5では保水性グラウト材が使用されている。 As a pavement material having both water permeability and water retention, a method of injecting a water retention material into a void in a paved water permeable pavement is provided. In Patent Document 4, a wooden powder or fly ash is used. In No. 5, a water retention grout material is used.
本発明は、産業廃棄物として悩みの種である瓦廃材及び籾殻を再利用して、これらの特性を骨材として活用し透水性と保水性を兼ね備え、周囲環境と調和の取れた自然な色合いと質感を持つ舗装材を提供することを課題とするものである。 The present invention recycles waste tiles and rice husks that are bothersome as industrial waste, uses these properties as aggregates, combines water permeability and water retention, and natural colors that are in harmony with the surrounding environment It is an object to provide a paving material with a texture.
特許文献1では、吸水材や固結材に有機材料を使用しているため、高価で紫外線にも劣化しやすく、コストや耐候性に問題がある。特許文献2では粒度5mm〜20mmの瓦廃材とプラスチック廃棄物から得られる人工骨材を高炉セメントで固化しており、透水性は得られるが高い保水性は期待できない。 In Patent Document 1, since an organic material is used for a water absorbing material and a caking material, it is expensive and easily deteriorates into ultraviolet rays, and there is a problem in cost and weather resistance. In Patent Document 2, an artificial aggregate obtained from a tile waste material having a particle size of 5 mm to 20 mm and a plastic waste is solidified with blast furnace cement, and although water permeability is obtained, high water retention cannot be expected.
特許文献3では他の骨材を介在することなく籾殻のみを直接接着剤やセメントで硬化しており、表面剥離性や強度に問題がある。 In Patent Document 3, only rice husks are directly cured with an adhesive or cement without interposing other aggregates, and there is a problem in surface peelability and strength.
特許文献4及び特許文献5では、既設舗装体への後施工となり、また、連続空隙を保水材で埋めることになり、透水性が低減することに問題がある。 In patent document 4 and patent document 5, it becomes post-installation to an existing pavement, and the continuous void is filled with a water retention material, which causes a problem in that water permeability is reduced.
本発明は、高い強度と微細な気孔を有する瓦と、適度な粒度と弾力性を有する籾殻を骨材として併用することで、連続空隙と微細な空隙を有する舗装材を構成し、高い透水性と保水性、及び強度を有する舗装材を提供するものである。 The present invention uses a roof tile having a high strength and fine pores and a rice husk having an appropriate particle size and elasticity as an aggregate to constitute a pavement material having continuous voids and fine voids, and has high water permeability. And a pavement material having water retention and strength.
粘土を焼成した瓦は、その内部に微細な気孔を含みながらも屋根材として一定の強度を有する。従って、瓦廃材の破砕品の中で粒状のものは粗骨材としての強度を有し、粉状のものは細骨材として粗骨材の隙間を埋めるとともに保水性も有する。また、陶器瓦の場合はいわゆる瓦色として自然と調和のとれた色合いを持つ。 The tile baked from clay has a certain strength as a roofing material while containing fine pores therein. Therefore, among the crushed products of the tile waste material, a granular material has strength as a coarse aggregate, and a powdered material fills a gap between the coarse aggregates as a fine aggregate and has water retention. In addition, in the case of earthenware tile, it has a color that is harmonious with nature as a so-called tile color.
籾殻は蝋を主成分とする硬質のクチクラ層で覆われ、そのままでは腐敗せず長期間その形状を維持する。籾殻のみでは撥水性をもつが、セメントを含んだ粉状の瓦廃材で籾殻の表面を覆い、水で混和する事により吸水性を持つ層が形成され、保水性を有することになる。また、籾殻は袋状の形状を持ち、弾力性を有することから、粉状の瓦廃材、セメント及び水で混練することにより、空気を巻き込み適度な空隙を有することになる。 The rice husk is covered with a hard cuticle layer composed mainly of wax and maintains its shape for a long time without decaying. The rice husk alone has water repellency, but the surface of the rice husk is covered with a powdered tile waste material containing cement and mixed with water to form a water-absorbing layer, thus having water retention. In addition, since the rice husk has a bag-like shape and has elasticity, it is kneaded with powdered tile waste material, cement, and water so that air is involved and has an appropriate gap.
本発明は産業廃棄物である瓦廃材と籾殻を舗装材の骨材として併用することで、それぞれの特性が補完し合い、透水性と保水性を兼ね備えた舗装材を提供するものである。
図1を用いて具体的に説明すると、粉状の瓦廃材3で表面を被覆した籾殻2と、粒状の瓦廃材1と、砂4とをセメント及びポリマーエマルジョン樹脂で固化、接着することにより、籾殻2と粒状の瓦廃材1の面接合部6に接着強度を持たせながら、骨材間に連続的な空隙5が形成され透水性機能を高める。また、籾殻表面を覆っている粉状の瓦廃材3は多孔性であり、骨材間の微細な空隙7も含め保水性機能を高めることになる。
The present invention provides a pavement material that has both properties of water permeability and water retention by complementing the properties of the tile waste material and rice husk, which are industrial wastes, as an aggregate of the pavement material.
Specifically, the rice husk 2 whose surface is covered with the powdered tile waste material 3, the granular tile waste material 1, and the sand 4 are solidified and cemented with cement and a polymer emulsion resin. A continuous space 5 is formed between the aggregates and the water permeability function is enhanced while giving adhesive strength to the surface joint portion 6 of the rice husk 2 and the granular roof tile waste material 1. Moreover, the powdery tile waste material 3 covering the surface of the rice husk is porous, and the water retention function including the fine gaps 7 between the aggregates is enhanced.
粉粒状の瓦廃材は、瓦屋根の葺き替え工事等で発生した瓦廃材を破砕機で破砕し、適度な目開きの金網で篩分けすることにより得られる。形状はできるだけ鋭利な角が無く丸みを帯びているほうが骨材として望ましい。粒度は併用される籾殻と同程度以下であると互いの接着の効率が良く、また保水性を得るために粉状のものも適量必要なことから、篩い分けした瓦廃材の粒度別重量比は[10−2mm]:[2mm未満]=1:4〜1:2であることが好ましい。 The powdered tile waste material is obtained by crushing the tile waste material generated in the tile roofing replacement work with a crusher and sieving it with a wire mesh having an appropriate opening. It is desirable that the shape is as round as possible with no sharp corners. When the particle size is less than or equal to the rice husk used together, the mutual adhesion efficiency is good, and since a proper amount of powder is necessary to obtain water retention, the weight ratio of the sifted tile waste material by particle size is [10-2 mm]: [less than 2 mm] = 1: 4 to 1: 2.
籾殻は粉砕、加水、薫炭化又は焼成などの処理が施されなく、脱穀後そのままの形状が保持されたものである。籾殻は瓦廃材に対して1〜10重量%の割合で使用し、1重量%より少ないと保水性や透水性が低下し、10重量%より多いと強度が低下する。 The rice husk is not subjected to treatments such as pulverization, hydration, carbonization of charcoal or baking, and retains its original shape after threshing. Rice husk is used in a ratio of 1 to 10% by weight with respect to the waste tile material, and if it is less than 1% by weight, the water retention and water permeability decrease, and if it exceeds 10% by weight, the strength decreases.
砂は粒状の瓦廃材や籾殻の空隙を埋め接着強度を向上させるために用い、山砂、川砂、海砂又は再生砂いずれも単独又は混合使用できる。砂は瓦廃材に対して10〜100重量%使用し、10重量%より少ないと強度が不足し、100重量%より多いと保水性や透水性が低下する。 Sand is used to fill the gaps in the granular tile waste material and rice husks and improve the adhesive strength, and any of mountain sand, river sand, sea sand or reclaimed sand can be used alone or in combination. Sand is used in an amount of 10 to 100% by weight based on the waste tile material. If it is less than 10% by weight, the strength is insufficient, and if it is more than 100% by weight, water retention and water permeability are lowered.
セメントは、ポルトランドセメント、高炉セメント、フライアッシュセメント、シリカセメント、又はアルミナセメント等が使用可能であるが、通常、ポルトランドセメントの使用が好ましく、水セメント比25〜80重量%の水を配合する。 As the cement, portland cement, blast furnace cement, fly ash cement, silica cement, alumina cement, or the like can be used. However, it is usually preferable to use portland cement, and water with a water cement ratio of 25 to 80% by weight is blended.
減水剤はAE減水剤又は高性能減水剤いずれも用いることができるが、通常、リグニンスルホン酸塩、ポリオール複合体、またはオキシカルボン酸塩等を主体としたAE減水剤を用い、セメントに対し0.2〜2重量%配合する。 As the water reducing agent, either an AE water reducing agent or a high performance water reducing agent can be used. Usually, an AE water reducing agent mainly composed of a lignin sulfonate, a polyol composite, or an oxycarboxylate is used. .2 to 2% by weight is blended.
ポリマーエマルジョン樹脂はアクリル系、エチレン−酢ビ系、又はSBR(スチレンブタジエンゴム)系等が使用できるが、通常、アクリル系が好ましく、セメントに対し2〜20重量%を配合する。ポリマーエマルジョン樹脂は、セメントの欠点である脆性を補うために使用し、籾殻と瓦廃材間の接着力を強化し、舗装材の表面剥離性を防止する。 The polymer emulsion resin may be acrylic, ethylene-vinyl acetate, SBR (styrene butadiene rubber), or the like, but is usually preferably acrylic and contains 2 to 20% by weight based on the cement. The polymer emulsion resin is used to make up for brittleness, which is a defect of cement, and strengthens the adhesive force between rice husk and roof tile waste material and prevents the surface peelability of the pavement material.
本発明の舗装材は、パン型ミキサー又はポット型ミキサーのような攪拌装置の中に、まず紛粒状の瓦廃材をセメントと混合し、所定量の水及びAE減水剤を混合する。ここに籾殻を加え良く攪拌後、砂を加え、必要により色合いを調整するためにセメント用顔料を加えても良い。最後に所定量のポリマーエマルジョン樹脂を加え、よく攪拌することで本発明の舗装材を得ることができる。 In the pavement material of the present invention, powdery tile waste material is first mixed with cement in a stirring device such as a bread mixer or pot mixer, and a predetermined amount of water and an AE water reducing agent are mixed. After adding rice husks and stirring well, sand may be added, and if necessary, cement pigment may be added to adjust the hue. Finally, a predetermined amount of the polymer emulsion resin is added and stirred well to obtain the pavement material of the present invention.
かかる本発明は、歩行者用の舗装材に適用する。具体的には住宅の庭先や犬走り、庭園、自然道、公園の広場や遊歩道、遊園地、墓地等のいずれにも適用可能である。施工方法としては、厚さ10cm以上の砕石を敷いた下地に本発明の舗装材を敷き均した後、プレートランマー、タンピングランマー又は振動ローラ等で転圧し、乾燥、養生する。施工厚は用途にもよるが通常3〜7cmであり、養生期間は季節や天候にもよるが1〜3日程度である。 This invention is applied to the pavement material for pedestrians. Specifically, it can be applied to any of gardens, dogs, gardens, natural roads, park squares, promenades, amusement parks, cemeteries, etc. As a construction method, the pavement material of the present invention is spread on a ground with a crushed stone having a thickness of 10 cm or more, and then pressed with a plate rammer, a tamping rammer, a vibrating roller or the like, dried and cured. The construction thickness is usually 3 to 7 cm depending on the application, but the curing period is about 1 to 3 days depending on the season and weather.
本発明の舗装材を路盤上に施工して得た舗装体の内部構造は、骨材としての瓦廃材、籾殻、及び砂が連続的な空隙を形成し、結果的に舗装体が適度な透水性を持つことになる。連続空隙率が7%未満では透水性が実用水準でなく、また35%を超えると強度が低下する問題が起こるため、7〜35%が適切である。 The internal structure of the pavement obtained by constructing the pavement material of the present invention on the roadbed is that the tile waste material, rice husk and sand as aggregates form continuous voids, and as a result, the pavement has an appropriate water permeability. Will have sex. If the continuous porosity is less than 7%, the water permeability is not at a practical level, and if it exceeds 35%, there is a problem that the strength decreases, so 7 to 35% is appropriate.
本発明の舗装材を、適度な大きさの型枠に打設し、プレスで加圧成型後、脱枠、養生することにより、舗装用ブロックを作製することもできる。舗装用ブロックも現場施工舗装体同様、住宅の庭先や犬走り、庭園、自然道、公園の広場や遊歩道、遊園地、墓地等のいずれにも適用可能である。また、適度な透水性を示すために、連続空隙率は7〜35%が適切である。 A pavement block can also be produced by placing the pavement material of the present invention on a mold of an appropriate size, press-molding with a press, removing the frame, and curing. The paving blocks can be applied to any of gardens, dogs, gardens, natural roads, park squares, promenades, amusement parks, cemeteries, etc. Moreover, in order to show moderate water permeability, 7 to 35% is appropriate for the continuous porosity.
前記舗装用ブロックの表面又は連続的な空隙の中に、植栽が可能な加工を施すことで緑化ブロックとすることができる。即ち、舗装用ブロック表面に複数個の種苗植込み孔を穿設することにより、種苗を含む土を植え込むことが可能になり、生育とともに連続的な空隙の中を根が伸張し、植物のブロック体への固着及び植生域の拡大がなされることになる。あるいは、適度な大きさの植物種子を土又は人工土壌へ混ぜ込み、ブロック表面へ直接散布又は水を含ませたペースト状のものをブロック表面へ塗布することにより、植物種子をブロックの連続空隙上方部に固定しても良い。いずれの場合においても、ブロック体の中の連続空隙が通気性と根の貫通性を可能にし、また、ブロックの保水性が生育に必要な水分を供給する。 It can be set as a greening block by giving the process which can be planted in the surface or continuous space | gap of the said pavement block. That is, by making a plurality of seedling planting holes on the surface of the pavement block, it becomes possible to plant soil containing seedlings, and the roots extend through the continuous voids as the plant grows. Adhesion to vegetation and expansion of the vegetation area will be made. Alternatively, plant seeds of moderate size can be mixed into the soil or artificial soil and sprayed directly on the block surface or applied to the block surface with a paste that contains water, so that the plant seeds are above the continuous voids of the block. It may be fixed to the part. In any case, the continuous voids in the block body allow air permeability and root penetration, and the water retention of the block supplies the water necessary for growth.
本発明によると籾殻表面の粉状の瓦廃材及び骨材間の微細な空隙が保水性を有し、舗装材からの水分の気化熱により舗装面の温度上昇を抑制する。また、骨材間の連続的な空隙が透水性を有し、降水を速やかに地中へ還元し、路面上の水溜り生成を防止する。更に、瓦廃材や籾殻の持つ自然な色合いと質感が、周囲の植栽や建造物と視感的にも調和し、かつ産業廃棄物として処分に困る瓦廃材や籾殻を舗装材として再利用することで、環境への負担が軽減される。 According to the present invention, the fine voids between the powdery tile waste material and the aggregate on the surface of the rice husk have water retention, and the temperature rise of the pavement surface is suppressed by the heat of vaporization of moisture from the pavement material. In addition, continuous voids between aggregates are water permeable, reducing precipitation quickly to the ground and preventing water pools on the road surface. In addition, the natural color and texture of tile waste materials and rice husks are visually harmonized with surrounding planting and structures, and tile waste materials and rice husks that are difficult to dispose of as industrial waste are reused as paving materials. This reduces the burden on the environment.
本発明の実施の形態を説明する。本発明組成物の選定材料は、粉粒状の瓦廃材、籾殻、砂、セメント、水、減水剤及びポリマーエマルジョン樹脂で構成し、以下、選定材料の特徴について説明する。 An embodiment of the present invention will be described. The selected material of the composition of the present invention is composed of powdered tile waste material, rice husk, sand, cement, water, water reducing agent and polymer emulsion resin, and the characteristics of the selected material will be described below.
粉粒状の瓦廃材は、不定形に割れた陶器瓦の廃材を羽根回転式の破砕機で破砕し概ね破砕物の角を取り、円形振動篩で篩分けし、目開き5.6mmの金網の篩下品を採取した。粒度は[5.6−2mm]:[2mm未満]=1:3(重量比)であった。 The powdered tile waste material is crushed with irregularly shaped ceramic tile waste material with a blade-rotating crusher, roughly rounded corners, sieved with a circular vibrating screen, and 5.6 mm mesh mesh A sieved product was collected. The particle size was [5.6-2 mm]: [less than 2 mm] = 1: 3 (weight ratio).
籾殻はJAライスセンターにおいて脱穀したものをそのまま使用した。 The rice husks were used after threshing at the JA Rice Center.
砂は表乾密度2.56g/cm3、吸水率2.15%、平均粒径0.9mm、粒径0.15−5mmの中に98重量%含む山形県庄内町産出の山砂を使用した。 Sand used is sand produced from Shonai Town, Yamagata Prefecture, which has a surface dry density of 2.56 g / cm 3 , a water absorption of 2.15%, an average particle size of 0.9 mm, and a particle size of 0.15 to 5 mm. did.
セメントは普通ポルトランドセメント(太平洋セメント社製)を使用した。 Ordinary Portland cement (manufactured by Taiheiyo Cement) was used as the cement.
減水剤は、リグニンスルホン酸塩を主体としたAE減水剤(フローリック社製)であり、水は水道水を使用した。 The water reducing agent was an AE water reducing agent (manufactured by Floric) mainly composed of lignin sulfonate, and tap water was used as the water.
ポリマーエマルジョン樹脂は、アクリル系エマルジョン(旭化成工業社製)を使用した。 As the polymer emulsion resin, an acrylic emulsion (manufactured by Asahi Kasei Kogyo Co., Ltd.) was used.
実施例1〜3、比較例1〜2
以上の選定材料を表2に示す配合割合で混練し、舗装材を作製した。実施例1〜3は、パン型ミキサーの中で紛粒状の瓦廃材とセメントを粉体混合した後、所定量の水及びAE減水剤を配合し、籾殻を加え良く攪拌した。更に、砂を加え、最後に所定量のポリマーエマルジョン樹脂を加え、良く攪拌した。比較例1は前記実施例1〜3の混練手順の中で籾殻を使用しないものである。比較例2は紛粒状の瓦廃材を使用しないで、セメントと砂を粉体混合した後、所定量の水及びAE減水剤を配合し、籾殻を加え良く攪拌し、最後に所定量のポリマーエマルジョン樹脂を加え攪拌した。
Examples 1-3, Comparative Examples 1-2
The above selected materials were kneaded at a blending ratio shown in Table 2 to prepare a paving material. In Examples 1 to 3, powdery tile waste material and cement were mixed in a bread mixer, and then a predetermined amount of water and an AE water reducing agent were mixed, and rice husk was added and stirred well. Further, sand was added, and finally a predetermined amount of polymer emulsion resin was added and stirred well. Comparative Example 1 does not use rice husks in the kneading procedure of Examples 1-3. In Comparative Example 2, powdery tile waste material is not used, cement and sand are mixed with powder, a predetermined amount of water and an AE water reducing agent are blended, rice husk is added and stirred well, and finally a predetermined amount of polymer emulsion is added. Resin was added and stirred.
評価試験方法は以下のとおりである。
圧縮強度試験:JIS A1108に準拠(材齢28日)
定水位透水試験:JIS A1218に準拠し、透水係数を求めた。
吸水率:供試体の絶乾重量をA、供試体の表乾重量(24時間水中浸漬後、表面水を拭き取る)をBとしたとき、100×(B−A)/Aで算出された値を言う。
連続空隙率:(社)日本道路協会編、「排水性舗装技術指針(案)」に記載される連続空隙率測定方法に基づき測定した。
表面剥離性:供試体表面を手で強く擦ったときの材料の剥離状態を目視観察する。
The evaluation test method is as follows.
Compressive strength test: Compliant with JIS A1108 (age 28 days)
Constant water level permeability test: The permeability coefficient was determined in accordance with JIS A1218.
Water absorption: A value calculated by 100 × (B−A) / A, where A is the absolute dry weight of the specimen, and B is the surface dry weight of the specimen (soaked in surface water for 24 hours). Say.
Continuous porosity: Measured based on the continuous porosity measurement method described in “Japan Drainage Pavement Technical Guidelines (draft)” edited by Japan Road Association.
Surface peelability: The peeled state of the material is visually observed when the surface of the specimen is rubbed strongly by hand.
評価判定基準は表1に示す。 The evaluation criteria are shown in Table 1.
表1において、透水係数が大きい試料を透水性が高いと表現し、吸水率の大きい試料を保水性が高いと表現するものとする。また、総合判定は透水性と保水性を兼備した歩行者専用舗装材としての適性を判定したものである。
In Table 1, a sample having a large water permeability is expressed as having high water permeability, and a sample having a large water absorption rate is expressed as having high water retention. Moreover, the comprehensive determination is to determine the suitability as a pedestrian pavement material having both water permeability and water retention.
表2に実施例及び比較例で作製した舗装材試料について行った評価試験結果を示す。 Table 2 shows the results of evaluation tests performed on the paving material samples prepared in Examples and Comparative Examples.
比較例1は、骨材は瓦廃材と砂だけで籾殻を含まない配合であり、高い圧縮強度は得られたが、透水性と保水性が低くなった。これは舗装材中が密な構造体で空隙が少ないためと思われる。
比較例2は、骨材は籾殻と砂だけで紛粒状の瓦廃材を含まない配合であり、空隙が多く目標の透水性と吸水率は得られたが、圧縮強度がやや弱く表面剥離性が認められた。
In Comparative Example 1, the aggregate was a composition containing only tile waste and sand and no rice husk, and high compressive strength was obtained, but water permeability and water retention were low. This seems to be because the pavement material is a dense structure and there are few voids.
In Comparative Example 2, the aggregate is only rice husk and sand and does not contain powdery tile waste material, and there are many voids and the target water permeability and water absorption are obtained, but the compressive strength is slightly weak and the surface peelability is low. Admitted.
実施例1は、骨材として紛粒状の瓦廃材、籾殻及び砂の三者を含む配合であり、圧縮強度、透水性、吸水率及び表面剥離性いずれも目標値が得られた。舗装材中の構造は、適度な空隙を含みながらも骨材間の固結、接着力が強固であると思われる。
実施例2は実施例1と比較して籾殻を減量した配合であり、圧縮強度はやや増加したが、透水性、保水性はやや低下した。籾殻の減量で舗装材中の空隙が減少したためと思われる。
実施例3は実施例1と比較してポリマーエマルジョン樹脂を減量した配合であり、圧縮強度がやや低下した。
Example 1 is a composition including three kinds of aggregated tile waste material, rice husk and sand as aggregates, and target values were obtained for all of compressive strength, water permeability, water absorption rate and surface peelability. The structure in the pavement seems to be strong in consolidation and adhesion between aggregates while including moderate gaps.
In Example 2, the rice husk was reduced in weight as compared with Example 1, and the compressive strength was slightly increased, but the water permeability and water retention were slightly decreased. This seems to be due to the decrease in voids in the pavement material due to the reduction of rice husk.
Example 3 was a formulation in which the amount of the polymer emulsion resin was reduced as compared with Example 1, and the compressive strength was slightly reduced.
以上の結果から、骨材として紛粒状の瓦廃材、籾殻及び砂を用いて、セメントと減水剤と適量の水、及び適量のポリマーエマルジョン樹脂で固結、接着することにより、高い透水性と保水性、及び一定の圧縮強度と表面剥離がない舗装材が得られることが判明した。 Based on the above results, high water permeability and water retention can be achieved by solidifying and adhering with cement, water reducing agent, appropriate amount of water, and appropriate amount of polymer emulsion resin using granular tile waste, rice husk and sand as aggregate. It has been found that a pavement material with good properties and constant compressive strength and no surface peeling can be obtained.
本発明の舗装材は、一般の歩行者用舗道としても適用できるが、透水性、保水性ともに優れ、自然な色合いと質感を持つことから、特に、景観を重視した場所の舗装に適用すれば効果的である。例えば住宅の庭先や犬走り、庭園、自然道、公園の広場や遊歩道、遊園地、墓地等に適用すれば、水はけが良く、保水性もあることから夏場のヒートアイランド対策にもなる。更に周囲の建物、植栽に色合いと質感がマッチし、景観性にも優れる。本発明の舗装材は、施工現場で調合して舗装施工しても良く、あるいは工場でブロックを作製して、施工現場に敷設しても良い。更に、ブロックに植栽が可能な加工を施し、緑化ブロックとしても利用できる。 The pavement material of the present invention can be applied as a general pedestrian pavement, but since it has excellent water permeability and water retention and has a natural color and texture, it can be applied particularly to pavements in places that emphasize landscapes. It is effective. For example, if it is applied to a garden, a dog run, a garden, a natural road, a park square, a promenade, an amusement park, a cemetery, etc., it is well drained and has water retention, so it can be a countermeasure against heat island in summer. In addition, the colors and textures match the surrounding buildings and planting, and the scenery is excellent. The pavement material of the present invention may be prepared at the construction site and paved, or a block may be prepared at the factory and laid on the construction site. Furthermore, the block can be planted and used as a greening block.
1 粒状の瓦廃材
2 籾殻
3 籾殻表面を覆っている粉状の瓦廃材(セメントを含む)
4 細砂
5 骨材間の連続的な空隙
6 籾殻と瓦粒の面接合部
7 骨材間の微細な空隙
1 Granular tile waste material 2 Rice husk 3 Powdery tile waste material (including cement) covering the surface of rice husk
4 Fine sand 5 Continuous gaps between aggregates 6 Surface joints of rice husks and tiles 7 Fine gaps between aggregates
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2009004168A JP2010121433A (en) | 2008-10-24 | 2009-01-13 | Paving material containing tile waste material and pulverized husk |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2008273661 | 2008-10-24 | ||
| JP2009004168A JP2010121433A (en) | 2008-10-24 | 2009-01-13 | Paving material containing tile waste material and pulverized husk |
Publications (1)
| Publication Number | Publication Date |
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| JP2010121433A true JP2010121433A (en) | 2010-06-03 |
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| Application Number | Title | Priority Date | Filing Date |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03120502U (en) * | 1990-03-19 | 1991-12-11 | ||
| JP2004174135A (en) * | 2002-11-29 | 2004-06-24 | Meisei Sansho Kk | Face pack sheet |
| JP2004209143A (en) * | 2003-01-08 | 2004-07-29 | Sansho Shigyo Kk | Face sheet toilet article |
| JP2008519671A (en) * | 2004-11-12 | 2008-06-12 | ザ プロクター アンド ギャンブル カンパニー | Treatment article applicable to the lower layer shape |
-
2009
- 2009-01-13 JP JP2009004168A patent/JP2010121433A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03120502U (en) * | 1990-03-19 | 1991-12-11 | ||
| JP2004174135A (en) * | 2002-11-29 | 2004-06-24 | Meisei Sansho Kk | Face pack sheet |
| JP2004209143A (en) * | 2003-01-08 | 2004-07-29 | Sansho Shigyo Kk | Face sheet toilet article |
| JP2008519671A (en) * | 2004-11-12 | 2008-06-12 | ザ プロクター アンド ギャンブル カンパニー | Treatment article applicable to the lower layer shape |
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