JP2009235789A - Inexpensive resin surface material having great strength and becoming not easily dirty and its formation method - Google Patents
Inexpensive resin surface material having great strength and becoming not easily dirty and its formation method Download PDFInfo
- Publication number
- JP2009235789A JP2009235789A JP2008083231A JP2008083231A JP2009235789A JP 2009235789 A JP2009235789 A JP 2009235789A JP 2008083231 A JP2008083231 A JP 2008083231A JP 2008083231 A JP2008083231 A JP 2008083231A JP 2009235789 A JP2009235789 A JP 2009235789A
- Authority
- JP
- Japan
- Prior art keywords
- synthetic resin
- surface material
- water
- construction
- particle size
- 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.)
- Pending
Links
Images
Classifications
-
- 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
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/46—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
- C04B41/48—Macromolecular compounds
- C04B41/4826—Polyesters
-
- 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
- C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
- C04B26/02—Macromolecular compounds
- C04B26/10—Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
- C04B26/16—Polyurethanes
-
- 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
- C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
- C04B26/02—Macromolecular compounds
- C04B26/10—Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
- C04B26/18—Polyesters; Polycarbonates
-
- 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
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/009—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
-
- 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
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/46—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
- C04B41/48—Macromolecular compounds
- C04B41/488—Other macromolecular compounds obtained otherwise than by reactions only involving unsaturated carbon-to-carbon bonds
- C04B41/4884—Polyurethanes; Polyisocyanates
-
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Road Paving Structures (AREA)
- Floor Finish (AREA)
Abstract
Description
本発明は、コンクリート面や既存床面などの上にきれいな天然石などをウレタンや 不飽和ポリエステルなどの合成樹脂で固め、歩道、駐車場、公園などの屋外の舗装や ポーチ、テラス、ベランダなどの半屋外の床、店舗やビル、マンション、住宅などの 室内の床などに使用する樹脂表面材に関するものである。 In the present invention, clean natural stone or the like is fixed on a concrete surface or an existing floor surface with a synthetic resin such as urethane or unsaturated polyester. It relates to resin surface materials used for outdoor floors, indoor floors of stores, buildings, condominiums, and houses.
従来、樹脂舗装はコンクリート面やアスファルト面などの舗装上に、粒径4mm〜
10mm程度のきれいな天然石をエポキシ樹脂やウレタン樹脂などで固め、透水性と する方法で施工されてきた。最近では、少しでも価格を安くする為に、天然石の粒径 を2mm〜4mmと出来るだけ小さくして、施工厚を薄く仕上げるようになってきて いる。
Conventionally, resin pavement has a particle size of 4mm ~ on pavement such as concrete surface and asphalt surface.
It has been constructed by using a method that makes clean natural stones of about 10 mm hardened with epoxy resin or urethane resin to make them water permeable. Recently, in order to reduce the price as much as possible, the particle size of natural stone is made as small as 2 mm to 4 mm, and the construction thickness is finished thinly.
従来、樹脂舗装は天然石を単純にエポキシ樹脂やウレタン樹脂などで固めるだけだ ったので、石と石が点接着されているだけで、曲げ強度が弱かった。 Conventionally, resin pavement has only had natural stones hardened with epoxy resin or urethane resin, so the bending strength was weak because the stones were just point-bonded.
従来の樹脂舗装は天然石を単純にエポキシ樹脂やウレタン樹脂などで固めるだけだ ったので、石と床面とは点接着されているだけで、床面との接着力が弱く、剥がれや すい欠点があった。 Conventional resin pavements simply harden natural stone with epoxy resin, urethane resin, etc., so the stone and the floor surface are only spot-bonded, and the bond strength with the floor surface is weak and easy to peel off was there.
不飽和ポリエステル樹脂は2液性であり、硬化剤を約1%ほど混合すると、樹脂が 10分〜30分で硬化してくるので、作業途中で樹脂が硬化してきてしまい、作業性 が極めて悪いので、樹脂舗装には使用されなかった。 Unsaturated polyester resin is a two-component resin. When about 1% of the curing agent is mixed, the resin hardens in 10 to 30 minutes, so the resin hardens in the middle of the work and the workability is extremely poor. So it was not used for resin paving.
従来の樹脂舗装は石と石の間に空隙部があった為、日当たりの悪い場所や水はけの 悪い場所では土埃や水垢が溜まり、汚れやすく、草も生えてくるなどの欠点があった 。 The conventional resin pavement has a gap between stones, so there are drawbacks such as dirt and scales that accumulate in places with poor sunlight and poor drainage, soiling easily, and grass growing.
従来の樹脂舗装は汚れやすく、水拭きもできないので、屋内の床には使用されなか った。 Conventional resin pavements are not used on indoor floors because they are easily soiled and cannot be wiped with water.
従来の樹脂舗装は構造体に空隙部が多い為、汚れやすいだけでなく、構造体自体が 弱いので、自動車や台車などの加重には弱く、石がはがれる欠点があった。
本発明はこのような事情に鑑みなされたものであって、その目的とするところは、
樹脂舗装の構造体に砂状の小石、色ガラス、セラミック、透明なガラス砂などの少な くとも一つを加えることによって、構造的に強い透水性の樹脂舗装材をつくることで あり、また樹脂で構造体の隙間を完全に埋めることによって、さらに接着力や曲げ強 度を強くし、また不透水性にすることで、汚れにくい樹脂舗装材を提供することにあ る。また、ウレタン樹脂に比べ、安価な不飽和ポリエステル樹脂でも施工が出来るよ うにして、材料のコストダウンをすることである。
The present invention has been made in view of such circumstances, and its purpose is as follows:
By adding at least one of sand-like pebbles, colored glass, ceramics, transparent glass sand, etc. to the resin pavement structure, it is possible to create a structurally strong water-permeable resin pavement material. Therefore, it is intended to provide a resin pavement that is resistant to contamination by completely filling the gaps in the structure, further increasing the adhesive strength and bending strength, and making it impermeable. In addition, it is possible to reduce the cost of materials by making it possible to construct even cheaper unsaturated polyester resins compared to urethane resins.
従来の樹脂舗装では天然石などの骨材をウレタンやエポキシなどの合成樹脂で固め ただけであったので、骨材と骨材、また骨材と床面は点接着であり、構造的に弱かっ た。そこで、構造的に強くするために、粒径4mm以下の砂状の小石、色ガラス、セ ラミック、透明な粒径2mm以下のガラス砂などを天然石などの少なくとも一つを骨 材のつなぎ材に使い、ウレタンや不飽和ポリエステル樹脂などの合成樹脂で固めるこ とを発明した。 In conventional resin pavements, aggregates such as natural stone were only hardened with synthetic resin such as urethane or epoxy, so the aggregate and aggregate, and the aggregate and floor were point-bonded and structurally weak. . Therefore, in order to strengthen the structure, sandstone pebbles with a particle size of 4 mm or less, colored glass, ceramic, transparent glass sand with a particle size of 2 mm or less, etc. are used as a binder for aggregates. Invented the use of synthetic resin such as urethane and unsaturated polyester resin.
つなぎ材としての砂状の小石、色ガラス、セラミックなどを天然石に混合すること によって、天然石にいろいろな色のデザインを付加することができ、また天然石のつ なぎ材としての働きもさせることができる。また透明な粒径2mm以下のガラス砂は 天然石や砂状の小石、色ガラス、セラミックなどのつなぎ材としての働きがあると共 に、透明であるので、天然石や小石、色ガラス、セラミックなどの美観を損なわない 働きがある。 By mixing sandstone pebbles, colored glass, ceramics, etc. as a connecting material with natural stones, it is possible to add designs of various colors to natural stones and also to act as a connecting material for natural stones. . In addition, transparent glass sand with a particle size of 2 mm or less acts as a connecting material for natural stones, sand-like pebbles, colored glass, ceramics, etc. and is transparent, so natural stones, pebbles, colored glass, ceramics, etc. There is a work that does not impair the beauty.
天然石と天然石の間を、粒径4mm以下の砂状の小石、色ガラス、セラミック、粒 径2mm以下の透明なガラス砂などの少なくとも一つで埋めることによって、強度を 強くして、天然石がはがれないように強くする。しかしながらこの段階では、構造的 には体積比にして、約18%〜30%程度の空隙部があり、完全には密な組織ではな い為、該表面材は透水性である。 By filling between natural stones with at least one of sandy pebbles with a particle size of 4 mm or less, colored glass, ceramic, transparent glass sand with a particle size of 2 mm or less, the strength is increased and the natural stones are peeled off. Make it stronger. However, at this stage, there is a void portion of about 18% to 30% in terms of volume ratio in terms of structure, and the surface material is water permeable because it is not a completely dense structure.
構造的に空隙部のある透水性の表面材は空隙部に土埃や水垢が溜まって、汚くなる 欠点があるため、まず、透明なガラス粉を表面材の上からふり掛けて、さらに、刷毛 やローラー刷毛などですり込んで、構造体の空隙部や表面の凹部をできるだけ、透明 なガラス粉で、埋めるようにする。次にウレタンや不飽和ポリエステル樹脂などの合 成樹脂で表面を塗装することによって、構造体の空隙部や表面の凹部を合成樹脂で充 填するようにする。このようして、土埃や水垢で汚れにくい不透水性の建築用又は構 築用表面材を形成する。ガラス粉は不飽和ポリエステル樹脂より価格が安く、価格が
1/5以下であるので、ガラス粉を多く使用すれば、全体のコストを下げることがで きる。
Structurally, a water-permeable surface material with voids has the disadvantage that dirt and dirt accumulate in the voids and become dirty. First, sprinkle transparent glass powder over the surface material, and then brush or brush. Rubbing with a roller brush, etc., fill the voids and surface recesses of the structure with transparent glass powder as much as possible. Next, the surface of the structure is filled with synthetic resin by painting the surface with a synthetic resin such as urethane or unsaturated polyester resin. In this way, an impervious architectural or construction surface material that is not easily soiled by dirt or water is formed. Glass powder is cheaper and less expensive than unsaturated polyester resin
Since it is 1/5 or less, if a large amount of glass powder is used, the overall cost can be reduced.
構造的に空隙部のある透水性の表面材の空隙部を埋めるために使用する透明なガラ ス粉の大きさは2mm以下のガラス粉を使用する。 Glass powder with a size of 2 mm or less is used for the transparent glass powder used to fill the voids in the water-permeable surface material that has structural voids.
構造的に空隙のある透水性の表面材の空隙部や表面の凹部を埋めるために使用する 透明なガラス粉の必要量は実験によると、空隙体積や表面の凹部が表面材全体の体積
の約18%〜30%なのに対し、ガラス粉の必要体積は3%〜9%ぐらいである。こ れは空隙部が複雑な組織なので、充填が難しい為であり、ガラス粉で充填できるのは 、空隙部の体積の約15%〜30%程度である。
According to experiments, the amount of transparent glass powder used to fill the voids and surface recesses of structurally voidable water-permeable surface materials is determined by the volume of the entire surface material.
The required volume of glass powder is about 3% to 9%. This is because the void portion is a complex structure, so that filling is difficult, and it is possible to fill the glass powder with about 15% to 30% of the volume of the void portion.
空隙部を透明なガラス粉で埋めた後、残りの空隙部は充填用の合成樹脂で埋めるよ うにする。充填用の合成樹脂はウレタンや不飽和ポリエステルなどの合成樹脂を使用 するが、表面材が白い天然石を使用していたり、表面材を明るい色にしたい場合は、 ウレタンや不飽和ポリエステル樹脂などの合成樹脂に白などの明るい色の着色剤を混 合する。 After filling the voids with transparent glass powder, the remaining voids are filled with synthetic resin for filling. Synthetic resins for filling use synthetic resins such as urethane and unsaturated polyester, but if the surface material is white natural stone or if you want to make the surface material lighter, use synthetic resin such as urethane or unsaturated polyester resin. Mix a white or other bright colorant into the resin.
充填材だけでなく、天然石を固めるバインダーとして、不飽和ポリエステル樹脂を
使用することもできる。従来、不飽和ポリエステル樹脂は2液性であり、硬化剤を常 温では1%ほど加えて、10分〜30分ほどで硬化させて使用するのが正しい使い方
とされてきたが、硬化剤を0.5%以下に少なくしたり、硬化遅延剤を配合すること によって、硬化時間を2時間〜10時間程度に調節できるようにした。これによって 、
天然石を固めるバインダーとしても使用可能にした。
Unsaturated polyester resin is used as a binder to harden natural stones as well as fillers.
It can also be used. Conventionally, unsaturated polyester resins are two-part, and the correct usage is to add about 1% of curing agent at normal temperature and cure it for about 10-30 minutes.
However, the curing time can be adjusted to about 2 hours to 10 hours by reducing the curing agent to 0.5% or less or by adding a curing retarder. by this ,
It can also be used as a binder to harden natural stone.
請求項1、2に記載の発明によれば、天然石と天然石の間を、粒径4mm以下の砂 状の小石、色ガラス、セラミック、粒径2mm以下の透明なガラス砂などの少なくと も一つで埋めたので、従来の天然石だけの透水性樹脂舗装材に比べ、曲げ強度が約5 0%以上強い透水性樹脂表面材を提供することができる。 According to the first and second aspects of the present invention, at least one of sandstone pebbles having a particle diameter of 4 mm or less, colored glass, ceramic, transparent glass sand having a particle diameter of 2 mm or less is provided between natural stones. Therefore, it is possible to provide a water-permeable resin surface material whose bending strength is about 50% or more stronger than that of a conventional water-permeable resin pavement made of only natural stone.
請求項1,2に記載の発明によれば、骨材としての天然石とつなぎ材としての砂状 の小石、色ガラス、セラミック、ガラス砂などの少なくとも一つをコストの安い不飽 和ポリエステルなどの合成樹脂で、接着固化させることができるので、従来の透水性 の樹脂舗装材に比べ、安い価格の透水性樹脂表面材を提供することができる。 According to the first and second aspects of the invention, at least one of a natural stone as an aggregate and sandy pebbles as a connecting material, colored glass, ceramic, glass sand, etc. is used as an unsaturated polyester with a low cost. Since it can be bonded and solidified with a synthetic resin, it is possible to provide a water-permeable resin surface material that is cheaper than conventional water-permeable resin pavement materials.
請求項3、4に記載の発明によれば、透水性の樹脂表面材の上から塗装する充てん 材としてもコストの安い不飽和ポリエステルなどの合成樹脂で接着固化させることが できるので、全体の価格を大幅にコストダウンすることができる。
According to the third and fourth aspects of the invention, since the filler can be coated from above the water-permeable resin surface material, it can be bonded and solidified with a synthetic resin such as unsaturated polyester at a low cost. The cost can be greatly reduced.
請求項3、4に記載の発明によれば、天然石と砂状の小石や透明なガラス砂などの 少なくとも一つをウレタンや不飽和ポリエステル樹脂などの合成樹脂で接着固化させ た後、その上部をさらに不飽和ポリエステルなどの合成樹脂で塗装するので、微細な 空隙を合成樹脂で埋められ、水が浸透しない建築用又は構築用表面材を形成すること ができるばかりでなく、合成樹脂が微細な空隙を埋めることによって、曲げ強度をさ らに2倍以上増すことができる。また接着強度も約50%以上強くすることができる 。これによって、駐車場の床などにも使用できるようになる。 According to the third and fourth aspects of the present invention, at least one of natural stone, sandy pebbles, transparent glass sand, and the like is bonded and solidified with a synthetic resin such as urethane or unsaturated polyester resin, and then the upper portion thereof is formed. Furthermore, since it is painted with a synthetic resin such as unsaturated polyester, not only can fine voids be filled with synthetic resin to form a surface material for construction or construction that does not allow water to penetrate, but the synthetic resin also has fine voids. By filling in, the bending strength can be increased more than twice. Also, the adhesive strength can be increased by about 50% or more. As a result, it can be used for a parking floor or the like.
請求項3、4に記載の発明によれば、土埃や水垢で汚れにくい、きれいな外観を保
つことが出来る、建築用または構築用表面材を形成することができる。またポリッシ ャなどの清掃機械を用いて水洗いしたら簡単に汚れがとれ、たわしで水拭きしても簡 単に汚れをとることができるので、室内の床などにも使用できるようになる。
According to the third and fourth aspects of the invention, it is possible to maintain a clean appearance that is difficult to get dirty with dirt and water.
A building or construction surface material can be formed. Also, it can be easily removed by washing with a polishing machine such as a polisher, and it can be easily removed by wiping with a scrubber, so it can be used on indoor floors.
以下、本発明による建築用又は構築用表面材の形成方法の一実施形態について、添 付の図面を参照しながら説明する。 Hereinafter, an embodiment of a method for forming a building or construction surface material according to the present invention will be described with reference to the accompanying drawings.
図1は骨材である天然石の粒径が比較的小さい建築用又は構築用表面材の構造図で ある。骨材である天然石(符号1)は粒径が4mm以下と比較的小さな粒の骨材を使
用している。つなぎ材として使用する粒径3mm以下の砂状の小石、粒径2mm以下 の透明なガラス砂は天然石に対して、重量比約40〜120%使用している。
FIG. 1 is a structural diagram of an architectural or construction surface material having a relatively small particle size of natural stone as an aggregate. Natural stone (symbol 1), which is an aggregate, uses relatively small aggregates with a particle size of 4 mm or less.
I use it. Sandy pebbles with a particle size of 3 mm or less and transparent glass sand with a particle size of 2 mm or less used as a binder are used in a weight ratio of about 40 to 120% with respect to natural stones.
つなぎ材として使用する砂状の小石や透明なガラス砂を正確に分析すると、粒径が 2mm〜3mmの小粒状のもの(符号2)から、粒径が1mm〜2mmの細粒状のも の(符号3)、粒径が1mm以下の微細粒状のもの(符号4)まで、適度にばらつい ているため、天然石と天然石の隙間に小粒の砂が入り込み、小粒の砂の隙間に細粒状 の砂が入り込み、残された微細な隙間にも微細粒状の砂が入り込むことによって、空 間が隙間なく埋り、個体間の接着面積が増えるので、全体として強固な建築用又は構 築用表面材を形成することができる。本発明品の建築用又は構築用表面材の厚みは3 mm〜4mm(符号5)と薄いが十分な強度がある。 When sandy pebbles and transparent glass sand used as a connecting material are accurately analyzed, they can be analyzed from small particles having a particle diameter of 2 mm to 3 mm (reference numeral 2) to fine particles having a particle diameter of 1 mm to 2 mm ( 3) Since fine particles with a particle size of 1 mm or less (reference 4) vary moderately, small sand enters the gap between natural stones and fine sand falls between the small sands. As the finely divided sand enters the remaining fine gaps, the gaps are filled without gaps, and the bonding area between the individuals increases, thus forming a solid building or construction surface material as a whole. can do. Although the thickness of the construction or construction surface material of the present invention is as thin as 3 mm to 4 mm (symbol 5), it has sufficient strength.
図1の建築用又は構築用表面材の特長としては強度が強く、厚みが薄くても十分な 強度があるので、厚み3mm〜4mm程度でも使用できる。また、天然石と天然石の 隙間につなぎ材である砂材や透明なガラス砂が詰まっている為、泥やゴミが付きにく いし、天然石がはがれることもほとんどない。また、表面につなぎ材である砂材や透 明なガラス砂が付着している為、足がすべったりすることもない。付着するガラスは 透明な為、きれいな天然石本来の色が失われることもない。作業性はガラス砂によっ て、コテに天然石が絡みつかないし、べたつかないのでとても施工しやすい。厚みが
3mm〜4mmと薄いので、材料費が安くなるし、作業量も減るので、作業が楽にな る。
The features of the building or construction surface material in FIG. 1 are strong and have sufficient strength even if the thickness is small, so that even a thickness of about 3 mm to 4 mm can be used. In addition, the gap between the natural stones and the natural stones is filled with sand and transparent glass sand, which makes it difficult for mud and debris to adhere and the natural stones are hardly peeled off. In addition, since the sand and transparent glass sand are attached to the surface, the feet do not slip. The adhering glass is transparent, so the natural color of clean natural stone is not lost. Workability is easy because it is made of glass sand, and natural stones do not get tangled and sticky. Thickness is
Since it is as thin as 3 mm to 4 mm, the material cost is reduced and the amount of work is also reduced, making the work easier.
図1の建築用又は構築用表面材の特長としては透水性である為、雨水を透過させる
ことができる。下地の舗装を透水性舗装にするか、または下地のコンクリートに水抜 き穴を開けることによって、雨水を地面に沁み込ませることができる。
As a feature of the building surface material for construction or construction shown in FIG.
be able to. Rain water can be swallowed into the ground by making the base pavement permeable or making a hole in the base concrete.
図2は図1の建築用又は構築用表面材を不透水性にした表面材の図である。図1の
ような透水性の表面材を形成し、樹脂が硬化又は半硬化後に、粒径1mm以下の微細 で透明なガラスの粉末(符号8)で、表面の微細な穴や凹み部をふさぎ、その上から 不飽和ポリエステルなどの合成樹脂(符号9)を塗装する。これにより、水が沁みこ まない不透水性にすることができ、汚れにくい建築用又は構築用表面材を形成するこ とができる。
FIG. 2 is a diagram of a surface material obtained by making the building or construction surface material of FIG. 1 water-impermeable. Of FIG.
After forming a water-permeable surface material, the resin is cured or semi-cured, and then the fine and transparent glass powder (symbol 8) with a particle size of 1 mm or less is used to close the fine holes and dents on the surface. Paint a synthetic resin (symbol 9) such as unsaturated polyester. As a result, the water-impermeable impervious water can be obtained, and an architectural or construction surface material that is difficult to get dirty can be formed.
上から塗装する不飽和ポリエステルなどの合成樹脂(符号9)は毛管現象で微細な 穴に入り込んでいき、構造体の中まで合成樹脂でびっしりと固められるので、本発明 品の建築用又は構築用表面材の曲げ強度をさらに2倍以上、床面への接着強度は約5 0%以上強くすることができる。また、微細な空隙を合成樹脂で充てんできるので、 表面材を汚れにくくすることができる。 Synthetic resin (symbol 9) such as unsaturated polyester that is painted from the top enters the fine holes by capillary action and is firmly solidified with the synthetic resin to the inside of the structure. The bending strength of the surface material can be further doubled and the adhesive strength to the floor can be increased by about 50% or more. Moreover, since the fine voids can be filled with the synthetic resin, the surface material can be made difficult to get dirty.
図1の透水性の表面材を形成した後で、上からふり掛ける透明なガラスの粉末や、
上から塗装する不飽和ポリエステルなどの合成樹脂の量を任意に調節することができ る。例えば、透明なガラスの粉末は使わず、上から塗装する不飽和ポリエステルなど の合成樹脂の量を半分以下にすれば、強度が比較的強い、透水性の建築用又は構築用
表面材を形成することもできる。
After forming the water-permeable surface material of FIG. 1, the transparent glass powder sprinkled from above,
The amount of synthetic resin such as unsaturated polyester applied from above can be arbitrarily adjusted. For example, without using transparent glass powder, if the amount of synthetic resin such as unsaturated polyester applied from above is halved or less, the strength is relatively strong and water-permeable building or construction
A surface material can also be formed.
天然石を固めるバインダーや上から塗装する合成樹脂(符号9)に不飽和ポリエス テル樹脂を使えば、ウレタン樹脂に比べ、購入価格が半分以下に下がるので、大幅な コストダウンが可能になる。 If unsaturated polyester resin is used for the binder that hardens natural stone and the synthetic resin (symbol 9) that is painted from above, the purchase price is reduced to half or less compared to urethane resin, which can greatly reduce the cost.
透明なガラス砂は2mm以下に粉砕した廃蛍光管ガラスくずや粉砕後、角を取って 2mm以下にした透明な廃ビンガラス、廃板ガラスなどを使用する。 For transparent glass sand, waste fluorescent tube glass scraps crushed to 2 mm or less, transparent waste bottle glass, waste plate glass, etc. that have been crushed and cut to 2 mm or less are used.
本発明に係るつなぎ材である砂状の小石や透明なガラス砂の配合効果と上から塗装 する透明な合成樹脂の効果を実証する為、強度試験を行った。図3は本発明品である 建築用又は構築用表面材の強度試験結果を示す。 In order to demonstrate the blending effect of sandy pebbles and transparent glass sand, which are the binders according to the present invention, and the effect of transparent synthetic resin coated from above, a strength test was conducted. FIG. 3 shows the strength test results of the building or construction surface material according to the present invention.
図3において、試験材A,B,C,D,E,Fは骨材としての天然石の粒径が比較
的小さい建築用又は構築用表面材であり、つなぎ材としての砂状の小石と透明なガラ ス砂の配合比率をそれぞれ、A,Bは50%、C,Dは40%、E、Gは20%、F ,Hは0%にして強度にどの程度の差がでるか、実験してみた。F,Hはつなぎ材を 配合していない従来品である。
In Fig. 3, the test materials A, B, C, D, E, and F are compared in the particle size of natural stone as aggregate.
Is a small surface material for construction or construction, and the blending ratio of sand-like pebbles and transparent glass sand as a connecting material is 50% for A and B, 40% for C and D, and E and G for An experiment was conducted to see how much the strength differs when 20% and
図3において、試験材G、Hは骨材としての粒径が比較的大きい建築用又は構築用
表面材であり、つなぎ材としての砂状の小石と透明なガラス砂の配合比率をそれぞれ 、Gは20%、Hは0%にして曲げ強度にどの程度の差がでるか、実験してみた。H は
つなぎ材を配合していない従来品である。
In FIG. 3, test materials G and H are for building or construction having a relatively large particle size as an aggregate.
It was a surface material, and the experiment was conducted to determine the difference in bending strength when the mixing ratio of sandy pebbles as a binder and transparent glass sand was set to 20% for G and 0% for H, respectively. . H is a conventional product that does not contain a binder.
図3の試験結果をみると試験材A,B,C,Dは従来品F,Hに比べ、曲げ強度が 2倍以上であるので、つなぎ材としての砂材と透明なガラス砂が強度の向上に役立っ ていることが分かる。またつなぎ材としての砂材と透明なガラス砂は20%よりは4 0%、50%の方がより、曲げ強度が向上することが分かる。 The test results in Fig. 3 show that the test materials A, B, C, and D have a bending strength of more than twice that of the conventional products F and H. Therefore, the sand material as a connecting material and the transparent glass sand are stronger. It turns out that it is useful for improvement. Further, it can be seen that the bending strength of sand material as a binder and transparent glass sand is improved by 40% and 50% rather than 20%.
図3の試験結果をみると試験材E、Gは従来品F、Hに比べ、曲げ強度が1.5倍 以上であるので、つなぎ材としての砂状の小石と透明なガラス砂は20%と少量でも 、曲げ強度は1.5倍以上に高まることが分かる。 The test results in FIG. 3 show that the test materials E and G have a bending strength of 1.5 times or more compared to the conventional products F and H, so that 20% of sandy pebbles and transparent glass sand are used as the connecting material. It can be seen that even with a small amount, the bending strength increases to 1.5 times or more.
図3の試験結果をみると試験材 AはBに比べ、曲げ強度が1.5倍以上、接着強 度が1.5倍以上であり、また試験材CはDに比べ、曲げ強度が1.5倍以上、接着 強度が1.5倍以上である。これにより、上から塗装した不飽和ポリエステル樹脂に より、曲げ強度が1.5倍以上、接着強度が1.5倍以上に高まることが分かる。 3 shows that the test material A has a bending strength of 1.5 times or more and an adhesive strength of 1.5 times or more compared to B, and the test material C has a bending strength of 1 compared to D. .5 times or more and adhesive strength is 1.5 times or more. Thus, it can be seen that the unsaturated polyester resin coated from above increases the bending strength by 1.5 times or more and the adhesive strength by 1.5 times or more.
従来の樹脂舗装の用途は主にアプローチや歩道用であったが、今回の発明により、 強度が大幅に向上できたので、ガレージや車庫などにも利用できるようになった。 Conventional resin pavement was mainly used for approaches and sidewalks, but with this invention, the strength has been greatly improved, so it can be used for garages and garages.
従来の樹脂舗装は透水性であったため、屋外にしか使用できなかったが、今回の発
明により、不透水性にして、水拭きにより汚れをとりやすくすることができるように なったので、これからは屋内用途にも利用できるようになった。店舗やビル、マンシ ョン、住宅などのホールや廊下、階段など、利用範囲が大幅に広がった。
The conventional resin pavement was permeable to water, so it could only be used outdoors.However, the present invention has made it impermeable and made it easier to remove dirt by wiping with water. Has become available for indoor use. The range of use has expanded significantly, including halls, corridors, and stairs for stores, buildings, mansions, and houses.
1 粒径が 2mm〜4mm の粒状の天然石
2 粒径が 2mm〜3mmの 小粒状の砂状の小石
3 粒径が 1mm〜2mmの 細粒状の砂状の小石又はガラス砂
4 粒径が0.1mm〜1mmの微細粒状のガラス砂
5 建築用又は構築用表面材の厚み3mm〜4mm
6 下地塗料(プライマー)
7 コンクリート
8 粒径が1.0mm以下の微細で透明なガラス粉
9 ウレタンや不飽和ポリエステルなどの合成樹脂
1 Granular natural stone with a particle size of 2 mm to 4
6 Base paint (primer)
7 Concrete 8 Fine and transparent glass powder with a particle size of 1.0 mm or less 9 Synthetic resins such as urethane and unsaturated polyester
Claims (4)
At least one of sandstone pebbles with a particle size of 4 mm or less, colored glass, ceramic, transparent glass sand with a particle size of 2 mm or less, etc. are mixed with natural stone as an aggregate, such as urethane and unsaturated polyester. The weight ratio of the binder is 5% to 150% with respect to the natural stone 100 as an aggregate for the building or construction surface material to be bonded and solidified with a synthetic resin. On the other hand, it is a water-permeable building or construction surface material in which the weight ratio of the synthetic resin to be solidified is 5% to 15%. In order to make this surface material water-impermeable, An impervious construction or construction surface material in which the weight ratio of synthetic resin such as urethane or unsaturated polyester resin is 6% to 20%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2008083231A JP2009235789A (en) | 2008-03-27 | 2008-03-27 | Inexpensive resin surface material having great strength and becoming not easily dirty and its formation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2008083231A JP2009235789A (en) | 2008-03-27 | 2008-03-27 | Inexpensive resin surface material having great strength and becoming not easily dirty and its formation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2009235789A true JP2009235789A (en) | 2009-10-15 |
Family
ID=41250071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2008083231A Pending JP2009235789A (en) | 2008-03-27 | 2008-03-27 | Inexpensive resin surface material having great strength and becoming not easily dirty and its formation method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2009235789A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724199A (en) * | 2017-11-10 | 2018-02-23 | 安徽水利市政园林建设有限公司 | Mix the construction method on the washing peastone ground of quartzy slag |
| CN108425299A (en) * | 2018-04-16 | 2018-08-21 | 黄河三角洲京博化工研究院有限公司 | A kind of rapid constructing method of bilayer pervious concrete load-bearing road |
-
2008
- 2008-03-27 JP JP2008083231A patent/JP2009235789A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724199A (en) * | 2017-11-10 | 2018-02-23 | 安徽水利市政园林建设有限公司 | Mix the construction method on the washing peastone ground of quartzy slag |
| CN108425299A (en) * | 2018-04-16 | 2018-08-21 | 黄河三角洲京博化工研究院有限公司 | A kind of rapid constructing method of bilayer pervious concrete load-bearing road |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106046979B (en) | A kind of pervious concrete pavement noctilucence cover protective agent and the protectant road surface of cover containing noctilucence and construction method | |
| CN100591878C (en) | A method for manufacturing an integral seamless terrazzo floor | |
| CN1981090A (en) | Water-permeable paving and method for producing a paving | |
| US20140000214A1 (en) | Decorative aggregate concrete surface preparation process | |
| US20140272369A1 (en) | Pervious concrete permeable grout | |
| CN106121188A (en) | Large area is seamless overall ground and construction method thereof | |
| CN101016713A (en) | Color pavement formed by spraying on porous polymer concrete facing and construction method therefor | |
| KR101075260B1 (en) | Urethane resin mortar composite and road paving construction method using urethane resin mortar composite | |
| CN101016716B (en) | Influent polymer cement concrete pavement structure on asphalt surface and construction method | |
| KR101134498B1 (en) | Construction method of eco-friendly flooring of parking garage | |
| CN1152174C (en) | Veneer having gelling properties and comprising glass beads and method for preparing same | |
| JP2009235789A (en) | Inexpensive resin surface material having great strength and becoming not easily dirty and its formation method | |
| US20110121484A1 (en) | Method of producing a color enhanced surface seeded exposed aggregate concrete | |
| JPH11181707A (en) | Pavement method using water-permeable resin pavement material, and manufacture of block | |
| KR970001036B1 (en) | Water-permeable resin packaging composition and package using same | |
| CN106638214A (en) | Sliding-resistant colored pavement surface and paving method thereof | |
| KR200385757Y1 (en) | A new epoxy resin pavement system and porous solid tile using basaltic screenings | |
| JP5386278B2 (en) | Cosmetic pavement structure and method for forming the same | |
| KR100907751B1 (en) | Packaging method using soybeans | |
| CN206016165U (en) | Large area is seamless overall ground | |
| JP4912864B2 (en) | Landscape harmony method for filling joints | |
| JP2006052558A (en) | Tile-facing permeable paving method using granulated material, and permeable tile-faced block | |
| RU88042U1 (en) | FLOORING | |
| JP4823101B2 (en) | Cosmetic cement base construction method and cosmetic cement base | |
| CN103821293A (en) | Novel construction method of exterior wall |