JPS59203740A - Water-penetrating pavement material and manufacture - Google Patents

Water-penetrating pavement material and manufacture

Info

Publication number
JPS59203740A
JPS59203740A JP58076785A JP7678583A JPS59203740A JP S59203740 A JPS59203740 A JP S59203740A JP 58076785 A JP58076785 A JP 58076785A JP 7678583 A JP7678583 A JP 7678583A JP S59203740 A JPS59203740 A JP S59203740A
Authority
JP
Japan
Prior art keywords
water
cement
granulated slag
paving material
slag
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.)
Granted
Application number
JP58076785A
Other languages
Japanese (ja)
Other versions
JPH0369856B2 (en
Inventor
川勝 威
「ゆる」木 茂信
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.)
Osaka Gas Co Ltd
Original Assignee
Osaka Gas Co Ltd
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 Osaka Gas Co Ltd filed Critical Osaka Gas Co Ltd
Priority to JP58076785A priority Critical patent/JPS59203740A/en
Publication of JPS59203740A publication Critical patent/JPS59203740A/en
Publication of JPH0369856B2 publication Critical patent/JPH0369856B2/ja
Granted legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/06Combustion residues, e.g. purification products of smoke, fumes or exhaust gases
    • C04B18/10Burned or pyrolised refuse
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Combustion & Propulsion (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 不発明け、雨水を地中に浸入させて、街路樹への給水を
十分に行えるようにしたり、下水路や河川に大量の雨水
が集中して流入することを防止したりするために、十分
な透水性を備えさせた歩道舗装材、並びに、その製造法
に関する。
[Detailed Description of the Invention] It is an object of the present invention to allow rainwater to infiltrate into the ground to ensure a sufficient water supply to street trees, and to prevent large amounts of rainwater from concentrating and flowing into sewers and rivers. This invention relates to a sidewalk paving material that has sufficient water permeability for water use, and a method for producing the same.

従来の透水性歩道舗装材は、セラミック財をポーラスに
焼結した物であり、高温焼結製品であるため忙、高価で
あるばかりでなく、殊に氷に濡れると滑りやすくて、歩
きにくい欠点があった。
Conventional water-permeable sidewalk paving materials are porous sintered ceramic materials, and because they are high-temperature sintered products, they are not only expensive and expensive, but also slippery and difficult to walk on, especially when wet with ice. was there.

本第1発明の目的は、上記実情に鑑みて、原料コスト及
び製造コストのいずれにおいても安価であり、しかも、
滑りにくくて歩きや+い透水性歩道舗装材を提供する点
にある。
In view of the above-mentioned circumstances, the object of the first invention is to achieve low cost in terms of both raw material cost and manufacturing cost, and to
The purpose of the present invention is to provide a water-permeable sidewalk paving material that is non-slip and comfortable to walk on.

本第1発明による透水性歩道舗装材の特徴は、廃棄物を
溶融して得られる水砕スラグを骨材とするセメント硬化
物であることにあり、その作用効果は次の通りである。
The feature of the water-permeable sidewalk paving material according to the first invention is that it is a hardened cement product whose aggregate is granulated slag obtained by melting waste, and its effects are as follows.

つまり、産業廃棄物、下水汚泥、都市ゴミ等の廃棄物の
溶融処理によって得られる水砕スラグを利用するから、
原料コストが極めて低くでき、また、廃棄物処理や省資
源面で極めて有効である。 しかも、セメント硬化物で
あるから。
In other words, it uses granulated slag obtained by melting waste such as industrial waste, sewage sludge, and municipal garbage.
The cost of raw materials can be extremely low, and it is also extremely effective in terms of waste treatment and resource conservation. Moreover, it is a hardened cement product.

成型のための熱エネルギーが不要であるばかりで無く、
製造のための設備等を簡単にできる。
Not only is no thermal energy required for molding, but
Equipment for manufacturing can be easily constructed.

さらに、この点が大きな特徴であるが、水砕スラグけ、
本来的に粗粒率が大きく、つまり天然の川砂、山砂の細
骨材は粗粒率が2.3〜!、0程度であるが、本発け1
で…いる水砕スラグの粗粒率けJ、0−グ、j位であり
、セメントを加えて成型した場合、ポーラスな充填構造
F々りやすい粒度分布であるために、透水性を備えさせ
るための特別々粒度調整が不要であり、したがって製造
コストも極めて低くでき、全体として、従来品に比して
極めて安価な透水性歩道舗装vrを、製造面や省資源面
で有利に提供できるようになった。
Furthermore, this point is a major feature, but granulated slag
By nature, the coarse grain ratio is high; in other words, fine aggregates made from natural river sand and mountain sand have a coarse grain ratio of 2.3~! , is about 0, but the main issue is 1
The coarse grain ratio of the granulated slag is about J, 0-g, j, and when molded with cement, it has a porous filling structure F and a particle size distribution that tends to break, so it is made to have water permeability. There is no need for special particle size adjustment, and therefore manufacturing costs can be extremely low. Overall, we are able to provide permeable sidewalk pavement VR that is extremely inexpensive compared to conventional products, and is advantageous in terms of manufacturing and resource saving. Became.

その上、水砕スラグの粒子は本来的に適度に角張った形
状で適当な大きさであることが原因と思われるが、従来
品に比して成型品の表面の摩擦係数が、殊に濡れた時に
著しく犬きく、シたがって滑りにくくて歩きやすい歩道
舗装材を、そのための特別々加工が不要な状態で得られ
、安全性においても優れた歩道舗装材を提供できるよう
になった。
Furthermore, the friction coefficient of the surface of the molded product is lower than that of conventional products, especially due to the fact that the particles of granulated slag have an appropriately angular shape and an appropriate size. It has become possible to obtain a sidewalk paving material that is noticeably slippery and therefore slip-resistant and easy to walk on without requiring any special processing, and which is also excellent in terms of safety.

本第2発明の目的は、本第1発明による優秀力透水性歩
道舗装材を極めて簡単に製造できる方法を提供する点に
ある。
An object of the second invention is to provide a method for manufacturing the excellent water-permeable sidewalk paving material according to the first invention in an extremely simple manner.

本第2発明による製造法の特徴手段は、廃棄物を溶融し
て得られる水砕スラグ、セメント及び水を、水砕スラグ
/ゴに対してセメントがJjθ〜jθθ即になるように
、かつ、水に対するセメントの重量比が□〜□になるよ
うに/θOθ   1000 配合して混合し、その混合物を型枠に入れ、その型枠内
の混合物を、3〜/θh/atの圧力で加圧して硬化さ
せることにあり、その作用効果は次の通りである。
The characteristic means of the manufacturing method according to the second invention is that the granulated slag, cement and water obtained by melting the waste are mixed so that the cement becomes immediately Jjθ to jθθ with respect to the granulated slag/go, and Mix the mixture so that the weight ratio of cement to water is □~□/θOθ 1000, put the mixture into a mold, and pressurize the mixture in the mold with a pressure of 3~/θh/at. Its functions and effects are as follows.

つ寸り、単に水砕スラグ、セメント及び水を。Simply add granulated slag, cement and water.

適当々配合比で混合して型枠に入れ、一時的にあるいけ
継続して軽く加圧して放置するだけで、所定通りの十分
な透水性を有すると共に、滑りにくくて歩きやすい歩道
舗装材が得られるのであり、設備的にも労力的にも極め
て簡単に、安全で優れた性能の歩道舗装材を大倉生産で
きるのである。
By simply mixing the mixture at an appropriate ratio, placing it in a mold, applying light pressure for a while and leaving it there, you can create a sidewalk paving material that has sufficient water permeability as specified, is non-slip, and is easy to walk on. Therefore, safe and excellent performance sidewalk paving materials can be produced in Okura very easily in terms of equipment and labor.

次に、実施例を示す。Next, examples will be shown.

下水汚泥の焼却溶融スラグを水で急冷して得らね、る水
砕スラグ/−に、普通ポルトランドセメン) yyo 
h 、及び、水/θJK?の割合で、混合して、スラグ
モルタルを調製した。
Granulated slag obtained by quenching molten slag from incineration of sewage sludge with water/-, ordinary Portland cement) yyo
h, and water/θJK? A slag mortar was prepared by mixing in the following proportions.

尚、使用した水砕スラグの粒度構成、並びに、それと一
般細骨財の粒度構成との差異を下記表に示す。
The particle size structure of the granulated slag used and the difference between it and the particle size structure of general fine aggregate are shown in the table below.

次に、第1図に示すように、箱状型枠fl内に角筒状型
枠(2)を抜取り自在に嵌入しておいて、角筒状型枠(
2)内にスラグモルタルを一杯に入れ、充填されたスラ
グモルタル(3)を、押圧具によりj If/−程度の
弱い力で締め固めた。
Next, as shown in Fig. 1, the rectangular cylindrical form (2) is removably inserted into the box-like form fl, and the rectangular cylindrical form (2) is removably inserted into the box-like form fl.
2) Filled with slag mortar, the filled slag mortar (3) was compacted with a weak force of approximately j If/- using a pressing tool.

次に、角筒状型枠(2)を抜取り、スラグモルタル(3
)の周囲に、別に調製しておいた普通のセメントモルタ
ルを一杯に入れ、もう一度モルタルを先と同様に弱い力
で締め固め、そして、モルタルを放置して硬化させ、硬
化物を箱状型枠fl)から取出して、第2図に示すよう
に、普通モルタル硬化物(4)でスラグモルタル硬化物
(5)を補強した歩道用舗装材を、水砕スラグ(6)の
一部が露出する状態で得た。
Next, remove the rectangular cylindrical formwork (2) and remove the slag mortar (3).
) is filled with ordinary cement mortar prepared separately, compact the mortar again with a weak force as before, leave the mortar to harden, and place the cured product into a box-shaped formwork. As shown in Fig. 2, a part of the granulated slag (6) is exposed. Got it in condition.

次に、スラグモルタル硬化物(5)の性状を測定したと
ころ、嵩比重が2.θ程度で、透水係数が/θ−2程度
以上で、乾いた状態の摩擦係数が7j程度で、濡れた状
態での摩擦係数(ASTME 303−66Tによる測
定法)が20程度であり、濡れ状態でも余抄変化せず、
十分な透水性を有すると共に、滑りにくくて歩きやすい
状態のものであった。
Next, when the properties of the cured slag mortar material (5) were measured, the bulk specific gravity was 2. θ, the permeability coefficient is about /θ-2 or more, the dry friction coefficient is about 7j, the wet friction coefficient (measurement method according to ASTM E 303-66T) is about 20, and the wet state But the rest didn't change,
It had sufficient water permeability and was non-slip and easy to walk on.

以下に、別の実施例を示す。Another example is shown below.

水砕スラグの原料である廃棄物はいかなるものでもよく
、捷た、セメントの種類は公知のものから適宜選択でき
、さらに、歩道舗装材の形状や寸法、あるいけその他に
おいて適当な股計変くが自由にでき、例えば、前述の補
強用普通モルタル硬化物(4)を省略する等が可能であ
る。
The waste that is the raw material for granulated slag may be of any type, and the type of shattered cement may be selected from known ones, and the shape and dimensions of the sidewalk paving material, size, etc. may be changed as appropriate. For example, it is possible to omit the above-mentioned ordinary hardened mortar for reinforcement (4).

・本第1発明による歩道舗装材の製造方法は、適当な手
段を任意に利用できて、特に限定されない。
- The method for manufacturing the sidewalk paving material according to the first invention is not particularly limited, and any suitable means can be used.

本第2発明において、水砕スラグ、セメント及び水の混
合割合は、水砕スラグ/−に対してセメントが360 
Njθθ即、望捷しくはyoo−ys。
In the second invention, the mixing ratio of granulated slag, cement and water is 360% of cement to granulated slag/-
Njθθ, desirably yoo-ys.

重量比が/θθθ〜/θOθにな、るよ・う“にすれば
よく、また、型枠内の混合物に対する加圧力は、スラグ
モルタル硬化物の嵩比重が2,3未満になるように、3
〜10卿−1望ましく#i:y−に卿りであればよい。
The weight ratio should be set to /θθθ ~ /θOθ, and the pressure applied to the mixture in the formwork should be set so that the bulk specific gravity of the cured slag mortar product is less than 2.3. 3
~10-1 Preferably #i:y-.

 また、混合や型枠への注入や加圧は人力によっても、
適当な装置を利用してもよく、そして、型枠の形状、寸
法、材質、構成等も自由に変更できる。
In addition, mixing, injection into formwork, and pressurization can be done manually.
Appropriate equipment may be used, and the shape, dimensions, material, structure, etc. of the formwork can be changed freely.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明製造法の実施例を示す斜視図、第2図は
本発明の歩道舗装材の実施例を示す斜視図である。 3
FIG. 1 is a perspective view showing an embodiment of the manufacturing method of the present invention, and FIG. 2 is a perspective view showing an embodiment of the sidewalk paving material of the present invention. 3

Claims (1)

【特許請求の範囲】 ■ 廃棄物を溶融して得られる水砕スラグを骨材とする
セメント硬化物である透水性歩道舗装材。 ■ 廃棄物を溶融1〜て得られる水砕スラグ、セメント
及び水を、水砕スラグ/m’[対してセ゛メントが33
0−6004になるように、かつ、水に対するセメント
の重量比が□〜□ /θθθ   /θOθ になるように配合して混合し、その混合物を型枠に入れ
、その型枠内の混合物を、3〜/θh/atの圧力で加
圧して硬化させる透水性歩道舗装材の製造法。
[Claims] ■ A permeable sidewalk paving material that is a hardened cement product whose aggregate is granulated slag obtained by melting waste. ■ The granulated slag, cement and water obtained by melting the waste are granulated slag/m' [whereas the cement is 33
0-6004 and the weight ratio of cement to water is □~□ /θθθ /θOθ, put the mixture into a mold, and the mixture in the mold, A method for manufacturing a water-permeable sidewalk paving material, which is cured by applying pressure at a pressure of 3 to /θh/at.
JP58076785A 1983-04-30 1983-04-30 Water-penetrating pavement material and manufacture Granted JPS59203740A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58076785A JPS59203740A (en) 1983-04-30 1983-04-30 Water-penetrating pavement material and manufacture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58076785A JPS59203740A (en) 1983-04-30 1983-04-30 Water-penetrating pavement material and manufacture

Publications (2)

Publication Number Publication Date
JPS59203740A true JPS59203740A (en) 1984-11-17
JPH0369856B2 JPH0369856B2 (en) 1991-11-05

Family

ID=13615256

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58076785A Granted JPS59203740A (en) 1983-04-30 1983-04-30 Water-penetrating pavement material and manufacture

Country Status (1)

Country Link
JP (1) JPS59203740A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62270449A (en) * 1986-05-15 1987-11-24 大有建設株式会社 Manufacture of hardened body with hydrous substance
JPS6345156A (en) * 1986-08-12 1988-02-26 清水建設株式会社 Concrete slab containing waste calcined ash molten slag

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51121024A (en) * 1975-04-16 1976-10-22 Edowaado Uorutaa Chiyaaruzu Composite of paving asphalt and method of manufacturing thereof
JPS557531A (en) * 1978-06-30 1980-01-19 Okawara Mfg Treatment of combustible sludge
JPS56164063A (en) * 1980-05-20 1981-12-16 Daido Steel Co Ltd Manufacture of aggregate
JPS57200259A (en) * 1981-05-30 1982-12-08 Daido Steel Co Ltd Manufacture of hard aggregate from wastes

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51121024A (en) * 1975-04-16 1976-10-22 Edowaado Uorutaa Chiyaaruzu Composite of paving asphalt and method of manufacturing thereof
JPS557531A (en) * 1978-06-30 1980-01-19 Okawara Mfg Treatment of combustible sludge
JPS56164063A (en) * 1980-05-20 1981-12-16 Daido Steel Co Ltd Manufacture of aggregate
JPS57200259A (en) * 1981-05-30 1982-12-08 Daido Steel Co Ltd Manufacture of hard aggregate from wastes

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62270449A (en) * 1986-05-15 1987-11-24 大有建設株式会社 Manufacture of hardened body with hydrous substance
JPH0242781B2 (en) * 1986-05-15 1990-09-26
JPS6345156A (en) * 1986-08-12 1988-02-26 清水建設株式会社 Concrete slab containing waste calcined ash molten slag

Also Published As

Publication number Publication date
JPH0369856B2 (en) 1991-11-05

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