JPH072561A - Frp-reinforcing binder - Google Patents

Frp-reinforcing binder

Info

Publication number
JPH072561A
JPH072561A JP5049809A JP4980993A JPH072561A JP H072561 A JPH072561 A JP H072561A JP 5049809 A JP5049809 A JP 5049809A JP 4980993 A JP4980993 A JP 4980993A JP H072561 A JPH072561 A JP H072561A
Authority
JP
Japan
Prior art keywords
binder
synthetic resin
blocks
frp
viscosity
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
Application number
JP5049809A
Other languages
Japanese (ja)
Inventor
Haruki Obata
春樹 小畠
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP5049809A priority Critical patent/JPH072561A/en
Publication of JPH072561A publication Critical patent/JPH072561A/en
Pending legal-status Critical Current

Links

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
    • C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02—Macromolecular compounds
    • 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
    • C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/38—Fibrous materials; Whiskers
    • C04B14/46—Rock wool ; Ceramic or silicate fibres
    • 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
    • C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/10—Mortars, concrete or artificial stone characterised by specific physical values for the viscosity

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
  • Sewage (AREA)
  • Revetment (AREA)
  • Processing Of Solid Wastes (AREA)
  • Reinforced Plastic Materials (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

PURPOSE:To increase strength, erosion and stability by saturating rockwool containing granular aluminum or the like entangled therein with a vinyl ester resin and adjusting the viscosity. CONSTITUTION:Ores different in hardness are mixed and molten into rockwool, which is mixed with fibrous or granular aluminum, fiber glass and fibrous carbon. The mixture is saturated with a vinyl ester resin, polyester resin, epoxy resin, urethane resin, fluorine resin or urea resin of about 1,000cps and the viscosity is adjusted to 1,800 to 150,000cps to give FRP-reinforced binder. When needed, the binder is used in pavement, or to produce blocks for pavement such as plate blocks, interlockings or terrazzo, and blocks for water conduits such as underdrain, Hume concrete pipes, inlet traps.

Description

【発明の詳細な説明】Detailed Description of the Invention

【０００１】 砿石の硬度が硬、軟異質の砿石を混合
し、之れを高温で熔融したものから製造されたロックウ
ールと、繊維状又は粒状のアルミニウムとガラス繊維さ
らに繊維状のカーボンを混合し、アルミニウムとガラス
繊維そしてカーボンにロックウールを絡ませた上、之れ
に粘度が１０００ＣＰＳ程度の、ビニルエステル系合成
樹脂、又はポリエステル系合成樹脂、又はエポキシ系合
成樹脂、又はウレタン系合成樹脂、又はフッ素系合成樹
脂、又は尿素系合成樹脂を、飽和状態にまで吸収させた
のち、この粘度を１８００ＣＰＳ〜１５０，０００ＣＰ
Ｓに調整してするＦＲＰ補強バインダーは、当該バイン
ダーを用い様とするその用途によって、ロックウールと
アルミニウムとガラス繊維そしてカーボンの長さや粒度
が異なる。即ち舗装用として使用する場合も、左官仕様
のときはロックウールの長さは１ｍｍ〜２０ｍｍとし、
アルミニウム繊維の長さも１ｍｍ〜１０ｍｍとしガラス
繊維やカーボンの長さも１ｍｍ〜１０ｍｍとしてそのア
ルミニウムとガラス繊維そしてカーボンとロックウール
を混合し、アルミニウムとガラス繊維それにカーボンに
ロックウールを絡ませたのち、低粘度の合成樹脂を飽和
伏態にまで吸収させてする。又その用途が、ローラー仕
様の場合は、ロックウールの長さを４０ｍｍ程度としア
ルミニウムとガラス繊維やカーボンの長さも１０ｍｍ〜
２０ｍｍとしてする。又粘度の調整に於いても、ローラ
ー仕様の場合は１００，０００ＣＰＳ〜１５０，０００
ＣＰＳとするが、左官仕様の場合は２，０００ＣＰＳ〜
４０００ＣＰＳ程度とする。この様にして製造されたＦ
ＲＰ補強バインダーを以てする舗装や舗装材等の骨材や
基材は、天然石をはじめセラミックスやスラッジ、ウレ
タン片やゴム片、貝殻片や木片、草類や木の葉等植物等
多岐に亘って提供する事が出来る。之の発明によるＦＲ
Ｐ補強バインダーにより、バインダー自体の比重が高く
なったことで、セラミックや植物類等比重が軽い基材
も、充分な強度を提供することが出来る、又比重が１．
５以上の骨材や基材に於いても、更に強度を高揚した。[0001] Rock wool produced by mixing shale stones with a hard and soft foreign shale stone and melting the stones at high temperature, fibrous or granular aluminum, glass fibers and fibrous carbon. After mixing and entwining rock wool with aluminum, glass fiber and carbon, the viscosity of about 1000 CPS, vinyl ester synthetic resin, polyester synthetic resin, epoxy synthetic resin, urethane synthetic resin, Or, a fluorine-based synthetic resin or a urea-based synthetic resin is absorbed to a saturated state, and then the viscosity is changed from 1800 CPS to 150,000 CP.
The FRP reinforcing binder adjusted to S has different lengths and particle sizes of rock wool, aluminum, glass fiber, and carbon depending on the intended use of the binder. That is, even when used for paving, the length of rock wool is 1 mm to 20 mm when using plastering specifications,
The length of the aluminum fiber is also 1 mm to 10 mm, and the length of the glass fiber and carbon is also 1 mm to 10 mm. The aluminum, the glass fiber, the carbon and the rock wool are mixed, and the aluminum, the glass fiber and the carbon are entangled with the rock wool, and then the viscosity is low. The synthetic resin of is absorbed to a saturated state. If the application is a roller specification, the length of rock wool is about 40 mm and the length of aluminum, glass fiber and carbon is 10 mm ~.
It is set to 20 mm. Also in adjusting the viscosity, in the case of roller specifications, 100,000 CPS to 150,000
CPS, but 2,000 CPS for plasterers
It is about 4000 CPS. F produced in this way
Aggregates and base materials such as pavements and pavement materials with RP reinforcing binders should be provided over a wide variety of plants such as natural stone, ceramics and sludge, urethane pieces and rubber pieces, shell pieces and wood pieces, plants such as grass and leaves. Can be done. FR according to the invention
Since the P-reinforcing binder increases the specific gravity of the binder itself, it is possible to provide sufficient strength even for substrates such as ceramics and plants that have a low specific gravity.
Even in aggregates and base materials of 5 or more, the strength was further enhanced.

【産業上の利用分野】[Industrial applications]

【０００２】 請求項１のＦＲＰ補強バインダーは、道
路舗装に於いても簡易舗装としての左官仕様による仕様
から、一級国道又は、滑走路等のように強度を求められ
る舗装、あるいは土木、建築用各種ブロック等の製造や
モルタル吹き付け仕様に於いても、従来の工法と大差の
ない作業性を持ちながら、建築用外壁板等にしても従来
のものに比べて遥に軽量化出来ると共に、従来の合成樹
脂によるバインダーは、基材間の接着に点接着の状態で
あった全てのものに対して合成樹脂の分子を線的に作用
させるこのＦＲＰ補強バインダーは、極微毛細な空隙を
構造させ得ることから、土砂や粉塵等の分子はその極微
毛細な空隙には詰まり切れないため、透水、吸湿、通気
を必要とするあらゆる分野に利用される他、耐薬性に優
れる事から護岸、防波堤、砂防ダムをはじめ全ての土
木、建築の分野、植木鉢や浄水汚水処理フィルター、吸
排水の自在な側構やヒューム管、集水桝等の製造用バイ
ンダーとして提供出来るが、該バインダーその合成樹脂
の分子を線的になおかつ厚膜に作用させる事から、産業
廃棄物、放射性物質等有害なものを密閉してしまう事も
出来る、又建築用内壁や法面、隧道、切り通し等に吹き
付けてする保護補強等に於いても水抜き穴を設ける必要
もなく、着色も自在である事から美観を損なう事もない
等、その利用範囲は広域に及ぶ。The FRP reinforcing binder according to claim 1 is a pavement that requires strength such as a first-class national highway or a runway, or various types of civil engineering and construction because of plastering specifications as a simple pavement even in road pavement. Even in manufacturing blocks and mortar spraying specifications, while maintaining workability that is not much different from the conventional construction method, it is possible to make it much lighter than conventional ones even for exterior wall boards for construction, and to use conventional synthetic methods. The resin binder causes the molecules of the synthetic resin to act linearly on all the materials that were in the point-adhesive state between the base materials. This FRP-reinforced binder can form microcapillary voids. Since molecules such as earth and sand and dust cannot be clogged in the extremely fine voids, they are used in all fields that require water permeability, moisture absorption, and ventilation, and also have excellent chemical resistance, so they are used for revetment and protection. It can be provided as a binder for production of all civil engineering fields including breakwaters, erosion control dams, construction fields, flowerpots, purified water sewage treatment filters, side frames that can freely absorb and drain water, fume pipes, water collecting basins, etc. Since the resin molecules act linearly and on a thick film, it is possible to seal harmful substances such as industrial waste and radioactive substances, and also to spray them on the interior walls of buildings, slopes, tunnels, cuts, etc. It does not need to be provided with a water drainage hole for protection and reinforcement, and can be colored freely so that it does not spoil the aesthetic appearance, and its usage range is wide.

【従来の技術】[Prior art]

【０００３】 久しく利用されてきたセメントやアスフ
ァルトに較べて、合成樹脂は、硬化後の耐薬性や耐磨耗
性に加えて鮮明な着色が可能である等の利点があること
から、その利点を活用しようと様々な研究が進められて
来たが、従来の技術は、ガラスウールやロックウールを
以て合成樹脂の可使時間内に起こる沈下を抑止し、又は
強度を提供するため積層等にして提供してきたが、合成
樹脂やガラスウール及びロックウールの比重が何れも軽
量であるため、作業や施工時に転圧をはじめ打圧、バイ
ブレーションを以てする工法に於いて、基材又は骨材の
完全な安定が不充分であった。従って求められる強度が
それなりのものしか得られなかった。まして軽量骨材を
用い、透水機能を提供しようとする場合、取り分け強度
の提供が困難であった。又インターロッキングやブロッ
クあるいは合成樹脂のみの成型にあっても、脱型までに
時間が掛かるし、加熱加圧が必要である等設備自体に費
用が掛かってしまう。しかも産業廃棄物の処理に於いて
は、どのように改良されたバインダーであっても一部溶
出していても、これ以上改良出来ないとして容認されて
いるという極めて遺憾な現状である。さらには、吹き付
け作業等に於いては、現在使用されているモルタル及び
合成樹脂は保護、補強を目的としているが、その部分に
蓄積された水の水圧によって破損、破壊される事が多
い。しかもその部分には水抜き穴を設けていながらその
穴から水が流れ出ているのを殆ど見る事が無い。すなわ
ち、その穴は目詰まりをしてしまっているからである。
又その吹き付けられた壁面や法面 は美観はもとより、
芝や草等の植物が自然に生育する事すら出来ない。Compared with cement and asphalt that have been used for a long time, synthetic resins have advantages such as chemical resistance and abrasion resistance after curing and vivid coloration. Although various researches have been carried out to utilize it, the conventional technology is to provide glass wool or rock wool to prevent the sinking of synthetic resin within the pot life, or to provide it with a layered structure to provide strength. However, since the specific gravity of synthetic resin, glass wool, and rock wool are all lightweight, it is possible to completely stabilize the base material or aggregate in the method of rolling, pressing, and vibration during work and construction. Was insufficient. Therefore, only the required strength was obtained. Furthermore, when it is attempted to provide a water permeable function by using a lightweight aggregate, it was difficult to provide strength in particular. Further, even in the case of interlocking, molding of only blocks or synthetic resins, it takes time to remove from the mold, and heating and pressurization are required, so that the equipment itself costs. Moreover, in the treatment of industrial wastes, it is extremely regrettable that no matter how the binder is improved or even if it is partially eluted, it is accepted that it cannot be further improved. Furthermore, in spraying work and the like, the mortar and synthetic resin currently used are intended to protect and reinforce, but they are often damaged or destroyed by the water pressure of water accumulated in that part. Moreover, even though there is a drainage hole in that part, it is rare to see water flowing out from the hole. That is, the hole is clogged.
Also, the wall and slopes that were sprayed are not only aesthetic,
Even plants such as grass and grass cannot grow naturally.

【発明が解決しようとする課題】[Problems to be Solved by the Invention]

【０００４】 合成樹脂の可使用時間帯に於ける沈下を
抑止し、更に粘度を調整しても硬化剤や基材、骨材との
混合、混練を容易にし、その上耐食性及び物理的強度を
高揚するため、繊維状、又は粒状アルミニウムとガラス
繊維さらに繊維状カボーンにロックウールをからませ、
絡ませたロックウールに１０００ＣＰＳ程度の低粘度な
合成樹脂を飽和状態になるまで吸収させた上に、粘度を
高揚させたものである又目詰まりの無い透水機能、保水
機能、通気機能を有する二次製品の製造が出来る様にし
て提供する、あるいは廃棄物等を二次製品化する事によ
って再利用しようとしたり、有害物質を密閉する事によ
り溶出させないようにしたり出来るようにして提供す
る。さらには、モルタルや合成樹脂を吹き付け仕様の様
に壁面や法面の保護、補強のみを目的としたものから美
しい壁面、透水機能のある面、あるいは自然に芝、草等
が生育出来る面が出来る様にして提供する。[0004] Suppression of the synthetic resin in the usable time zone is suppressed, and even if the viscosity is adjusted, mixing and kneading with the curing agent, the base material, and the aggregate are facilitated, and the corrosion resistance and the physical strength are improved. In order to elevate, the rock wool is entangled in fibrous or granular aluminum and glass fibers and fibrous fabric.
The entangled rock wool absorbs a low-viscosity synthetic resin of about 1000 CPS to a saturated state and then raises the viscosity. It also has a non-clogging water permeability function, water retention function, and ventilation function. The product is provided so that it can be manufactured, or it can be reused by converting wastes into a secondary product, or can be provided so that harmful substances can be prevented from eluting by sealing. In addition, mortar or synthetic resin is sprayed on the wall or slope to protect or reinforce the surface, so it has a beautiful wall surface, a water-permeable surface, or a surface where grass or grass can grow naturally. Like this.

【課題を解決しようとする手段】[Means for Solving Problems]

【０００５】 合成樹脂の物性を、最大限にして提供す
るため、合成樹脂の接着分子を線状にして沈下を抑止
し、作業性、施工性に於いて、平板ブロックやインター
ロッキング等の製造時に於いても、型枠から即脱を可能
とし、舗装工事に於いても、ローラー転圧を可能とし、
更に強度を高揚する為繊維状、粒状のアルミニウムとガ
ラス繊維さらに繊維状カーボンを混合して、当該バイン
ダー自体の比重を高めると共に、当該バインダーと混練
してする基材や骨材の安定を更に高め得た。In order to maximize the physical properties of the synthetic resin, the adhesion molecules of the synthetic resin are linearized to prevent the sinking, and in workability and workability, in manufacturing flat plate blocks, interlocking, etc. Even at that time, it is possible to immediately remove from the formwork, and even during pavement work, it is possible to roll the rollers.
To further increase the strength, fibrous and granular aluminum and glass fibers are further mixed with fibrous carbon to increase the specific gravity of the binder itself and to further enhance the stability of the base material and aggregate kneaded with the binder. Obtained.

【作用】[Action]

【０００６】 この発明により、合成樹脂の儘で基材や
骨材と作用させた是れ迄の工法は勿論、合成樹脂をロッ
クウールやガラスウール等に吸収させてした丈の工法よ
り耐食性にも優れ、物理的にも一層強度を提供すべく繊
維状、粒状のアルミニウムやガラス繊維それと繊維状カ
ーボンの作用を加えた事に依り、当該バインダー自体の
比重が高揚し基材、骨材の安定を高める事が出来た。又
セラミックや比重が軽い骨材に対しても、従来と異なり
充分な強度を提供する事が出来る様になった又繊維状、
粒状のアルミニウムとガラス繊維さらに繊維状のカーボ
ンにロックウールを絡ませた上に、そのロックウールに
低粘度の合成樹脂を飽和状態になる迄吸収させ、それを
高粘度化した為、基材や骨材をはじめ硬化剤等との混合
も、混練混合時の衝撃によって、一時低粘度の合成樹脂
がロックウールから滲み出して低粘度化するために容易
にしたばかりか、耐食性に優れ物理的に強度を提供する
アルミニウムやガラス繊維さらにカーボンが基材や骨材
との接着をより確かなものとした。又屋内のみ使用され
ているテラゾーに於いても透水機能をもたせる事に依り
屋外に於ける使用も可能にしたばかりか、間地ブロック
等、壁材として用いる場合に於いても水抜き穴を設ける
必要が無く、着色も可能であり、天然石を基材骨材に用
いる事により美観を加える事も出来、さらには、芝、草
等の植物も生育する事が出来る様にした。According to the present invention, not only the method of working until the base material and the aggregate are made to act with a synthetic resin, but also the corrosion resistance is more improved than the method of length in which the synthetic resin is absorbed in rock wool or glass wool. Excellent and physically, by adding the action of fibrous or granular aluminum or glass fiber and fibrous carbon to provide even more strength, the specific gravity of the binder itself is raised to stabilize the base material and aggregate. I was able to raise it. In addition, even for ceramics and aggregates with a low specific gravity, it is possible to provide sufficient strength unlike conventional ones, and fibrous,
Granules of aluminum, glass fibers, and fibrous carbon were entangled with rock wool, and the rock wool was made to absorb a low-viscosity synthetic resin until it reached a saturated state. Not only is it easy to mix with materials such as hardeners because the impact of mixing and kneading causes the low-viscosity synthetic resin to exude from the rock wool to lower the viscosity, and it also has excellent corrosion resistance and physical strength. The provided aluminum, glass fiber, and carbon make the bond with the base material and aggregate more reliable. In addition, it is possible not only to use it outdoors due to having a water-permeable function even in terrazzo used only indoors, but it is also necessary to provide a drain hole when using it as a wall material such as an intermediate block. It has no color, and can be colored. By using natural stone as the base material aggregate, it is possible to add aesthetics, and even plants such as grass and grass can grow.

【実施例】【Example】

【０００７】 之の発明によって得たＦＲＰ補強バイン
ダーに所定の硬化剤を混合した後、１ｍｍ〜３ｍｍの細
砂と粗砂の混合物を骨材とし之の骨材の重量に対して１
０ｗｔ％の当該バインダーを混練して１ｍ２×３０ｍｍ
の舗装を施した又同様のＦＲＰ補強バインダーモルタル
を３００ｍｍ×３００ｍｍの金型に入れ之をプレスし
て、直ちにその金型から脱型して平板ブロックを製造し
た。又当該バインダーを以て、直径１００ｍｍ×高さ５
０ｍｍ×厚み５ｍｍの円形の容器を作製し、その容器に
鉛、水銀等を含む火力発電所の灰を当該バインダーで混
練して入れ之を圧縮した後、上部を同じＦＲＰ補強バイ
ンダーで蓋をして密閉して、溶出検査をしたところ、
鉛、水銀等の溶出は一切なかった。After mixing a predetermined curing agent with the FRP-reinforced binder obtained according to the present invention, a mixture of fine sand and coarse sand of 1 mm to 3 mm is used as an aggregate, and 1 is based on the weight of the aggregate.
Mixing 0 wt% of the binder, 1 m 2 × 30 mm
The same FRP reinforced binder mortar that was paved was pressed into a 300 mm × 300 mm mold and immediately released from the mold to produce a flat plate block. Also, with the binder, a diameter of 100 mm and a height of 5
A circular container with a thickness of 0 mm and a thickness of 5 mm was prepared, and ash of a thermal power plant containing lead, mercury, etc. was kneaded with the binder to compress the container, and then the upper part was covered with the same FRP reinforced binder. When sealed and sealed, the elution test was performed,
There was no elution of lead, mercury, etc.

【発明の効果】【The invention's effect】

【０００８】 之の発明に依り従来不可能であった成型
品等の成型後、即脱が可能になった。又ブロックや舗装
に於いても基材である石材等の安定に必要なだけの加圧
が充分に掛けられる様になった。又繊維状、粒状のアル
ミニウムとガラス繊維さらに繊維状カーボンを絡ませた
作用に依り、耐食性にも優れ、物理的にも強度が提供さ
れる事になり合成樹脂本来の目的である止水の役割を公
害対策に用いれば、閉じ込める事が出来ないとされてい
た有害物をも密閉し溶出させない様にして提供する事が
出来る。又壁面や法面等に吹き付けられた部分を当該バ
インダーに所定の硬化剤を混合し天然石等の基材を骨材
として混練し、吹き付け仕様にする事に依り美観も強度
もさらには透水機能をも提供出来るようにした。加えて
従来の合成樹脂では、沈下を抑止する事が出来ない為に
上部が弱く、下部が強いという状態であるが、当該バイ
ンダーは各合成樹脂の分子を線状に構造し厚膜に作用す
る事が出来る様にした。道路舗装用として提供する場
合、セメントコンクリートと同様の強度を得られ、轍を
付きにくくし透水機能を構造するために水跳ねも少な
く、降雪地や寒冷地に於いては、融雪作用や凍結防止作
用も提供する事が出来る。さらには、夏期の照り返しに
よる都市、地球の温暖化を抑止出来る様にして提供す
る。According to the invention of the present invention, it has become possible to immediately remove after molding a molded product or the like, which has heretofore been impossible. In addition, even in blocks and pavements, sufficient pressure can be applied enough to stabilize the stone material that is the base material. Also, due to the action of entwining fibrous and granular aluminum and glass fiber and fibrous carbon, it also has excellent corrosion resistance and physically provides strength. If used for pollution control, it is possible to provide harmful substances that could not be confined by sealing and preventing elution. In addition, the part sprayed on the wall surface or slope is mixed with a predetermined hardening agent in the binder, and the base material such as natural stone is kneaded as an aggregate, and by spraying specifications, the aesthetics and strength as well as the water permeability function can be obtained. I also made it possible to provide. In addition, in the conventional synthetic resin, the upper part is weak and the lower part is strong because the sinking cannot be suppressed, but the binder acts on the thick film by linearly structuring the molecules of each synthetic resin. I was able to do things. When it is provided for road pavement, it has the same strength as cement concrete, has less water splash to prevent ruts, and has a water-permeable function. It can also provide action. Furthermore, it will be provided so that the warming of cities and the earth due to the reflection of light in the summer can be suppressed.

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

【図 １】はＦＲＰ補強バインダーと舗装用石材からな
る舗装の一部拡大断面図である。FIG. 1 is a partially enlarged sectional view of a pavement including an FRP reinforcing binder and a paving stone material.

【図 ２】は該ＦＲＰ補強バインダーと石材からなる平
板ブロックの一部拡大断面図である。FIG. 2 is a partially enlarged sectional view of a flat plate block composed of the FRP reinforcing binder and stone material.

【図 ３】はＦＲＰ補強バインダーによる公害溶出防止
対策容器の一部拡大断面図である。FIG. 3 is a partially enlarged sectional view of a pollution elution prevention container using an FRP reinforcing binder.

【符号の説明】[Explanation of symbols]

Ａ・・・ アルミニウム Ｂ・・・ ガラス繊維 Ｃ・・・ カーボン Ｄ・・・ 骨材 Ｅ・・・ ＦＲＰバインダー Ｆ・・・ ＦＲＰ補強バインダー Ｇ・・・ ＦＲＰ補強バインダーによる平板ブロック Ｈ・・・ 公害物質溶出防止対策用容器 Ｉ・・・ 路盤 A ... Aluminum B ... Glass fiber C ... Carbon D ... Aggregate E ... FRP binder F ... FRP reinforcing binder G ... Flat plate block with FRP reinforcing binder H ... Pollution Container for preventing material elution I ... Roadbed

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 ＦＩ 技術表示箇所 Ｂ０９Ｂ 3/00 Ｃ０８Ｊ 5/04 ＣＥＺ 7310−4Ｆ Ｃ０８Ｋ 3/08 ＫＡＢ 7/02 Ｃ０８Ｌ 101/00 ＫＣＪ Ｅ０２Ｂ 3/04 7150−2Ｄ Ｅ０３Ｆ 5/10 9126−2Ｄ ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location B09B 3/00 C08J 5/04 CEZ 7310-4F C08K 3/08 KAB 7/02 C08L 101/00 KCJ E02B 3/04 7150-2D E03F 5/10 9126-2D

Claims (3)

【特許請求の範囲】[Claims] 【請求項１】 砿石の硬度が硬、軟異質の砿石を混合
し、之れを高湿で熔融したものから製造されたロックウ
ールと、繊維状又は粒状のアルミニウムと繊維ガラスと
さらに繊維状のカーボンを混合し、アルミニウムとガラ
ス繊維さらにカーボンをロックウールを絡ませたものに
粘度が１０００ＣＰＳ程度の、ビニルエステル系合成樹
脂、又はポリエステル系合成樹脂、又はエポキシ系合成
樹脂、又はウレタン系合成樹脂、又はフッ素系合成樹
脂、又は尿素系合成樹脂を飽和状態にまで吸収させたの
ち、その粘度を１８００ＣＰＳ〜１５０，０００ＣＰＳ
に調整してしたＦＲＰ補強バインダーを以てする舗装、
及び平板ブロック、インターロッキング、テラゾー等の
舗装用ブロック、又は暗渠、ヒューム管、集水桝等の水
路用ブロック又は擁壁、間地ブロック、又は建築用内壁
板及び外壁板、又は建築用基礎、又は護岸、砂防等の工
事用合材、又はグレーチング、又は植木鉢。1. Rockwool produced from a mixture of gangue with a hardness of hard and soft, and fused with high humidity, fibrous or granular aluminum, fiber glass, and further fibers. -Like synthetic resin, polyester synthetic resin, epoxy synthetic resin, or urethane synthetic resin with a viscosity of about 1000 CPS in which aluminum, glass fiber and carbon are mixed with rock wool , Or a fluorine-based synthetic resin or a urea-based synthetic resin is absorbed to a saturated state, and then its viscosity is changed from 1800 CPS to 150,000 CPS.
Pavement with FRP reinforced binder adjusted to
And flat blocks, interlocking, pavement blocks such as terrazzo, or culverts, fume pipes, water channel blocks or retaining walls such as catchment basins, interstitial blocks, or inner and outer wall plates for construction, or building foundations, Or construction material for revetment, erosion control, grating, or flowerpot. 【請求項２】 請求項１を以て得たＦＲＰ補強バインダ
ーを以て容器とし、その中に鉛、水銀、ＰＣＢ等の公害
物質、又はそれ等の公害物に汚染された土砂等を当該バ
インダーで混練したものを圧縮して入れたのちその上部
を当該バインダーで蓋をして密封してする公害物不溶出
工法。この場合、当該バインダーで製作された容器の中
に圧縮して入れる公害物質を混練する凝固剤は、セメン
ト、合成樹脂、又は石膏等当該バインダー以外のもので
あっても良い。2. A container made of the FRP-reinforced binder obtained according to claim 1, and kneaded therein with pollutants such as lead, mercury and PCB, or earth and sand contaminated with such pollutants. After being compressed and put, the pollution-free elution method in which the upper part is covered and sealed with the binder. In this case, the coagulant for kneading the pollutant that is compressed and put in the container made of the binder may be cement, synthetic resin, gypsum or the like other than the binder. 【請求項３】 請求項１によって得たＦＲＰ補強バイン
ダーを以てする、吹き付け工法及び厚膜作用による接
着。3. Adhesion using the FRP reinforcing binder obtained according to claim 1 by a spraying method and a thick film action.
JP5049809A 1993-02-01 1993-02-01 Frp-reinforcing binder Pending JPH072561A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5049809A JPH072561A (en) 1993-02-01 1993-02-01 Frp-reinforcing binder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5049809A JPH072561A (en) 1993-02-01 1993-02-01 Frp-reinforcing binder

Publications (1)

Publication Number Publication Date
JPH072561A true JPH072561A (en) 1995-01-06

Family

ID=12841464

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5049809A Pending JPH072561A (en) 1993-02-01 1993-02-01 Frp-reinforcing binder

Country Status (1)

Country Link
JP (1) JPH072561A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999057200A1 (en) * 1998-04-30 1999-11-11 Haruki Kobata Synthetic resin composition, and permeable pavement and permeable material using the same
CN104193226A (en) * 2014-08-31 2014-12-10 桂林理工大学 Preparation method of carbon fiber reinforced quartz agglomerated stone slab

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999057200A1 (en) * 1998-04-30 1999-11-11 Haruki Kobata Synthetic resin composition, and permeable pavement and permeable material using the same
CN104193226A (en) * 2014-08-31 2014-12-10 桂林理工大学 Preparation method of carbon fiber reinforced quartz agglomerated stone slab

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