JPH02157302A - Permeable cement concrete board - Google Patents
Permeable cement concrete boardInfo
- Publication number
- JPH02157302A JPH02157302A JP63308729A JP30872988A JPH02157302A JP H02157302 A JPH02157302 A JP H02157302A JP 63308729 A JP63308729 A JP 63308729A JP 30872988 A JP30872988 A JP 30872988A JP H02157302 A JPH02157302 A JP H02157302A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- weight
- water
- cement concrete
- parts
- 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
- 239000004568 cement Substances 0.000 title claims abstract description 25
- 239000004567 concrete Substances 0.000 title claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 239000011230 binding agent Substances 0.000 claims abstract description 9
- 239000004576 sand Substances 0.000 claims abstract description 8
- 239000004575 stone Substances 0.000 claims abstract description 8
- 239000000203 mixture Substances 0.000 claims abstract description 7
- 239000011398 Portland cement Substances 0.000 claims abstract description 5
- 230000035699 permeability Effects 0.000 abstract description 11
- 239000011083 cement mortar Substances 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 206010016807 Fluid retention Diseases 0.000 description 7
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 7
- 239000010426 asphalt Substances 0.000 description 7
- 238000004040 coloring Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000005422 blasting Methods 0.000 description 2
- 239000000839 emulsion Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000049 pigment Substances 0.000 description 2
- 229920003051 synthetic elastomer Polymers 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 229920000459 Nitrile rubber Polymers 0.000 description 1
- 241000321453 Paranthias colonus Species 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 229920003048 styrene butadiene rubber Polymers 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
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
- 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
-
- 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
- C04B28/04—Portland cements
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
- E01C11/226—Coherent pavings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
- E01C7/142—Mixtures or their components, e.g. aggregate
-
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Architecture (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Road Paving Structures (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、透水性セメントコンクリート版に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a water-permeable cement concrete slab.
近年、都市化の傾向が進むに伴い、多方面にわたってそ
の弊害が顕著になってきている。In recent years, as the trend of urbanization progresses, its negative effects have become noticeable in many areas.
とりわけ、アスファルト舗装、コンクリート舗装、それ
に各種建築物によって、これまで土中に浸透していた雨
水がその浸透・保水を阻害される状態は、都市化が進め
ば進むほど深刻な事態を生じている。すなわち、雨水の
浸透可能地表面の減少に伴って地下水の急激な減少をも
たらし、それによって地盤が沈下し、また樹木の発育が
鈍化したり、土中生物の生態が変化したり、更には前記
浸透可能地表面が減少していること並びに地表面近傍で
の保水が困難になっていることのために、短時間に集中
的に降雨があると、総量がそれ程でないにもかかわらず
、河川が氾濫したり、交通網が寸断されたりして、社会
的に大きな問題を引き起こしており、それらの解決は急
務なものとされている。In particular, asphalt pavement, concrete pavement, and various buildings obstruct the infiltration and water retention of rainwater that previously permeated into the soil, which is becoming more serious as urbanization progresses. . In other words, the decrease in the land surface through which rainwater can permeate results in a rapid decrease in groundwater, which causes the ground to sink, slows down the growth of trees, changes the ecology of soil organisms, and furthermore causes the above-mentioned problems. Due to the decrease in permeable land surface and the difficulty in retaining water near the ground surface, when rainfall occurs intensively in a short period of time, rivers can grow even though the total amount is not that large. Flooding and disruption of transportation networks are causing major social problems, and solutions to these problems are urgently needed.
また上記のような観点とは別に、歩道や広場等について
は、とりわけ最近では、「うるおいJを主眼にして、色
彩的な工夫を凝らすことが多くなってきている。舗装着
色として現在生流となっているやり方は、各種の顔料を
あらかじめアスファルトやセメントコンクリートに混入
しておいて、混練製造させたり、スプレーガンなどによ
って顔料を舗装表面に吹きつける方法が採られている。Apart from the above-mentioned point of view, especially recently, with regard to sidewalks and plazas, there has been an increase in the use of color schemes with a focus on ``moisture J''. The methods used include mixing various pigments into asphalt or cement concrete in advance and kneading them, or spraying the pigments onto the pavement surface using a spray gun.
上記したうち透水性・保水性の観点からは、これらに優
れた舗装の出現が強く望まれており、このような要望に
対して、透水性アスファルトが存在している。しかしな
がら、透水性アスファルトは、未だ透水性及び保水性が
充分でないこと、日照によってアスファルトが溶融して
目詰まりを起こし、透水性が更に低下すること、アスフ
ァルトの経年劣化が著しいこと等必ずしも満足できるも
のと言い難い、そのため、セメントコンクリートを用い
た透水性コンクリートが着目されるようになってきてお
り、透水性・保水性に優れた実用的なものが供されるよ
う期待されている。From the above-mentioned viewpoints of water permeability and water retention, there is a strong desire for a pavement that is excellent in these properties, and water permeable asphalt exists to meet these demands. However, water permeable asphalt is not always satisfactory as it still does not have sufficient water permeability and water retention, the asphalt melts due to sunlight and becomes clogged, further reducing water permeability, and the asphalt deteriorates significantly over time. For this reason, water permeable concrete using cement concrete is attracting attention, and it is hoped that practical concrete with excellent water permeability and water retention will be provided.
また舗装のカラー化の観点から考えると、上記のような
舗装着色のやり方は、天然の色彩とは異なり、視覚上、
人工的な感じを与え、その結果「うるおい」を持たせる
ことに成功しているとは言い難いこととなっている。Also, from the perspective of coloring pavement, the method of coloring pavement as described above is different from natural colors, and visually
It gives an artificial feel, and as a result, it is difficult to say that it has succeeded in imparting "moisture".
そこで透水性・保水性に優れ、天然の色彩を備えたセメ
ントコンクリート版を創出することを目的として、本発
明が案出されたものである。Therefore, the present invention was devised for the purpose of creating a cement concrete slab with excellent water permeability and water retention properties and a natural color.
即ち、300〜400 kgのポルトランドセメント、
セメント1重量部に対して0.008〜0.04重量部
のバインダーと0.3〜0.45重量部の水、及び5:
95ないし20:80の重量比の砂と7号砕石又は5〜
10m5+の天然乃至人工砂利とより成る骨材とが略均
一に分布され1rrrの体積を有する硬化セメントコン
クリート混合物にして、その表面をショツトブラスト処
理しているセメントコンクリート版の案出によって、透
水性・保水性に優れているとともに、天然の色彩を備え
るコンクリート版が実現する。i.e. 300-400 kg of Portland cement;
0.008 to 0.04 parts by weight of binder and 0.3 to 0.45 parts by weight of water per 1 part by weight of cement, and 5:
Sand and No. 7 crushed stone in a weight ratio of 95 to 20:80 or 5 to
By devising a cement concrete plate in which 10 m5+ of aggregate made of natural or artificial gravel is distributed almost uniformly and has a volume of 1 rrr, and the surface of the cement concrete is shot-blasted, water permeability and This creates a concrete slab with excellent water retention and natural coloring.
本発明は、歩道や広場等の舗装範囲において、その表面
に露出している骨材がショツトブラスト処理によってそ
れ自身がもつ自然の色を発現し、従来、視覚上、人工的
な感じを与えていた着色舗装とは異なり、「うるおい」
を見る者に与える。In the present invention, the aggregate exposed on the surface of pavements such as sidewalks and plazas is shot blasted to reveal its own natural color, which conventionally gave a visually artificial appearance. Unlike colored pavement, it has a "moisture" effect.
Give to those who see it.
また本発明は、上記した構成から成ることによって、実
用に充分供しうる強度を有しながら、降雨の際に通常の
土壌が発揮すると同様の保水性を示すとともに、これま
でのアスファルト舗装やセメントコンクリート舗装とは
比べものにならない程の速やかな透水を実現する。その
透水係数は10−’〜10−’cm/secのオーダー
、典型的には10− ’ 〜10−3cm/secのオ
ーダーが得られる。Furthermore, by having the above-mentioned structure, the present invention has sufficient strength for practical use, exhibits water retention properties similar to those exhibited by ordinary soil during rainfall, and is capable of retaining water much better than conventional asphalt pavement or cement concrete. It achieves rapid water permeability that is incomparable to pavement. The hydraulic conductivity is on the order of 10-' to 10-' cm/sec, typically on the order of 10-' to 10-3 cm/sec.
従来の透水性舗装に比べて目詰まりに対する経年変化も
穏やかで、高い気温下での溶融もない等、本発明は従来
の透水性舗装と著しい違いを示す。Compared to conventional water-permeable pavements, the present invention is significantly different from conventional water-permeable pavements in that it is less susceptible to clogging over time and does not melt under high temperatures.
更に、本発明はその強度からすると非常に高い空隙率を
有するものであって、20〜30%にも上る。その結果
、細かな土砂等が当該コンクリート版の表面にたまって
も、雨が降ることによって空隙を通って流過され、比較
的目詰まりをおこしにくいこととなる。Furthermore, the present invention has a very high porosity considering its strength, reaching 20 to 30%. As a result, even if fine earth and sand accumulates on the surface of the concrete slab, it will flow through the gaps when it rains, making it relatively unlikely to cause clogging.
本発明は上述のように大きな空隙率と透水性を示す一方
で、実用に堪えうる充分な強度を備えている。その圧縮
強度は100〜200 kg/C111(4週強度、2
0°C恒温水中養生)、曲げ強度は20〜30kg/c
ffl (4週強度、20°C恒温水中養生)が得られ
る。While the present invention exhibits large porosity and water permeability as described above, it also has sufficient strength for practical use. Its compressive strength is 100-200 kg/C111 (4 week strength, 2
0°C constant temperature water curing), bending strength is 20 to 30 kg/c
ffl (4 week strength, 20°C constant temperature water curing) is obtained.
〔実施例]
セメントコンクリート混合物1ボ当たり、300〜40
0 kgのポルトランドセメント、セメント1重量部に
対して0.008〜0.04重量部(固形分)のバイン
ダーと0.3〜0.45重量部の水、及び残部を成す5
:95ないし20 :80の重量比の砂と7号砕石又は
5〜10 mmの天然乃至人工砂利とより成る骨材とを
混練し、得られた混合物を流し、あるいは注型し、しか
るのち硬化させ、この硬化物の表面を、公知の機械であ
る研掃機(通称ショツトブラスト用機械)を用いて洗い
出し、当該コンクリート版表面中の骨材表面に付着して
いるセメントモルタル部分を取り除くことによって、本
発明の透水性セメントコンクリートを製造する。[Example] 300 to 40 per bottle of cement concrete mixture
0 kg of Portland cement, 0.008 to 0.04 parts by weight (solid content) of binder, 0.3 to 0.45 parts by weight of water, and the balance 5 to 1 part by weight of cement.
:95 to 20 :80 weight ratio of sand and aggregate consisting of No. 7 crushed stone or natural or artificial gravel of 5 to 10 mm are mixed, the resulting mixture is poured or cast, and then hardened. The surface of this hardened material is washed out using a known machine (commonly known as a shot blasting machine) to remove the cement mortar part attached to the aggregate surface on the surface of the concrete slab. , to produce the water-permeable cement concrete of the present invention.
本発明での骨材において、砂ニア号砕石又は5〜10m
mの天然乃至人工砂利の重量比は5:95〜20 :
80であることを要する。5:95の比で歩道用舗装に
適し、10 : 90以上の比で軽交通用舗装に適する
。この骨材の一部、好ましくは10〜30重量%を6号
砕石又は10〜20Mの天然乃至人工の砂利で置き代え
ることも出来る。この場合、強度がある程度増大する点
で好ましいが、7号砕石又は5〜IOMの天然乃至人工
砂利の中に大きな砕石や砂利が混在するので外観が良く
ないという欠点を伴う。In the aggregate in the present invention, sandia crushed stone or 5 to 10 m
The weight ratio of natural or artificial gravel is 5:95-20:
It needs to be 80. A ratio of 5:95 is suitable for pavement for sidewalks, and a ratio of 10:90 or more is suitable for pavement for light traffic. A part of this aggregate, preferably 10 to 30% by weight, can be replaced by No. 6 crushed stone or 10 to 20M natural or artificial gravel. In this case, it is preferable in that the strength increases to some extent, but it has the disadvantage that the appearance is not good because large crushed stones and gravel are mixed in the No. 7 crushed stone or the natural or artificial gravel of No. 5 to IOM.
ポルトランドセメントの量は、水をも含めたセメントコ
ンクリート混合物全体の1rrl当たり300〜400
kg、好ましくは320〜370 kgである。The amount of portland cement is 300 to 400 per rrl of the total cement concrete mixture including water.
kg, preferably 320-370 kg.
セメント1重量部に対して0.008〜0.040 M
置部、好ましくは0.015〜0.03重量部のバイン
ダーを添加するが、このバインダーとしては、通常セメ
ントモルタルへの添加用として知られているすべてのバ
インダーを用いることができる。0.008 to 0.040 M per 1 part by weight of cement
One part, preferably from 0.015 to 0.03 parts by weight, of a binder is added, which can be any binder commonly known for addition to cement mortars.
天然又は合成のゴム、例えばSBR,NBR、アクリル
系樹脂、エポキシ樹脂などを用いることができ、これら
バインダーは通常エマルションとして添加される。上述
のバインダー量は、エマルション中の樹脂の固形分とし
ての量を示すものである。例えば、市販されているSB
R系ラテックスバインダー(JSRI−マックス−パー
、日本合成ゴム株式会社製:固形分0545%)を上述
の範囲で用いると10〜60%程度の曲げ強度の向上が
実現するが、この範囲を越えると透水性が大幅に低下し
て好ましくない。Natural or synthetic rubbers such as SBR, NBR, acrylic resins, epoxy resins, etc. can be used, and these binders are usually added as an emulsion. The amount of binder mentioned above indicates the amount of resin in the emulsion as a solid content. For example, commercially available SB
If the R-based latex binder (JSRI-Max-Par, manufactured by Japan Synthetic Rubber Co., Ltd.: solid content 0545%) is used within the above range, an improvement in bending strength of about 10 to 60% will be achieved, but if it exceeds this range, This is not preferable because the water permeability is significantly reduced.
水の量はセメント1重量部に対して0.30〜0.45
重量部、好ましくは0.35〜0.40重量部である。The amount of water is 0.30 to 0.45 per 1 part by weight of cement.
Parts by weight, preferably 0.35 to 0.40 parts by weight.
水の量を上限より多く用いると透水性が悪くなり、一方
、下限より少なく用いると充分な混和を行うことが出来
なくなる。If the amount of water is more than the upper limit, the water permeability will deteriorate, while if the amount is less than the lower limit, sufficient mixing will not be possible.
研掃に用いるショツトブラスト用部材は、例えば、玉状
の鉄(直径2鴫以下程度のもの)若しくは砂(直径が0
、6 mm以下のけい砂のようなもの)を用い、これ
をセメントコンクリート表面に研掃機を用いて衝突させ
て、骨材に付着しているセメントモルタル分を取り除く
ものである。The shot blasting member used for polishing is, for example, ball-shaped iron (with a diameter of about 2 mm or less) or sand (with a diameter of 0 mm or less).
, 6 mm or less of silica sand) is used to collide with the cement concrete surface using a grinder to remove the cement mortar adhering to the aggregate.
Claims (1)
1重量部に対して0.008〜0.04重量部のバイン
ダーと0.3〜0.45重量部の水、及び5:95ない
し20:80の重量比の砂と7号砕石又は5〜10mm
の天然乃至人工砂利とより成る骨材とが略均一に分布さ
れ1m^3の体積を有する硬化セメントコンクリート混
合物にして、 その表面がショットブラスト処理されている透水性セメ
ントコンクリート版。[Claims] 300 to 400 kg of Portland cement, 0.008 to 0.04 parts by weight of binder and 0.3 to 0.45 parts by weight of water per 1 part by weight of cement, and 5:95 to 20 parts by weight. :80 weight ratio of sand and No. 7 crushed stone or 5-10mm
A water-permeable cement concrete slab made of a hardened cement concrete mixture having a volume of 1 m^3 in which aggregate consisting of natural or artificial gravel is distributed almost uniformly, and the surface of the hardened cement concrete mixture is shot-blasted.
Priority Applications (9)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63308729A JPH02157302A (en) | 1988-12-08 | 1988-12-08 | Permeable cement concrete board |
| KR1019890005662A KR970001244B1 (en) | 1988-12-08 | 1989-04-28 | Cement concrete pavement |
| CA000600987A CA1336442C (en) | 1988-12-08 | 1989-05-29 | Water-permeable cement concrete pavement |
| CN89104311A CN1043357A (en) | 1988-12-08 | 1989-06-20 | Water-permeable cement concrete pavement |
| DE3920746A DE3920746A1 (en) | 1988-12-08 | 1989-06-24 | WATERPROOF CEMENT CONCRETE COVERING |
| GB8922470A GB2225780B (en) | 1988-12-08 | 1989-10-05 | Cement concrete pavement |
| FR8915786A FR2640296B1 (en) | 1988-12-08 | 1989-11-30 | WATERPROOF CONCRETE COATING |
| SG1323/92A SG132392G (en) | 1988-12-08 | 1992-12-28 | Cement concrete pavement |
| HK273/93A HK27393A (en) | 1988-12-08 | 1993-03-25 | Cement concrete pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63308729A JPH02157302A (en) | 1988-12-08 | 1988-12-08 | Permeable cement concrete board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02157302A true JPH02157302A (en) | 1990-06-18 |
Family
ID=17984584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63308729A Pending JPH02157302A (en) | 1988-12-08 | 1988-12-08 | Permeable cement concrete board |
Country Status (9)
| Country | Link |
|---|---|
| JP (1) | JPH02157302A (en) |
| KR (1) | KR970001244B1 (en) |
| CN (1) | CN1043357A (en) |
| CA (1) | CA1336442C (en) |
| DE (1) | DE3920746A1 (en) |
| FR (1) | FR2640296B1 (en) |
| GB (1) | GB2225780B (en) |
| HK (1) | HK27393A (en) |
| SG (1) | SG132392G (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05255908A (en) * | 1992-03-11 | 1993-10-05 | Sato Doro Kk | Manufacture of improved water-permeable concrete structure |
| KR20000073416A (en) * | 1999-05-10 | 2000-12-05 | 배춘섭 | High effectiveness perveative water nature polimer concrete parement &execution method. |
| CN103981783A (en) * | 2014-04-29 | 2014-08-13 | 中国建筑股份有限公司 | Stone texture imitating permeable concrete prefabricated brick and preparation method thereof |
| CN104452506A (en) * | 2014-10-13 | 2015-03-25 | 敬启培 | Method for constructing consolid road |
| CN113845346A (en) * | 2021-10-28 | 2021-12-28 | 北华大学 | High-water-permeability concrete combined with acrylic acid and preparation method thereof |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2138465C1 (en) * | 1999-01-19 | 1999-09-27 | Вотинцев Виктор Семенович | Method of manufacturing superlight cellular concrete and its composition |
| KR100360452B1 (en) * | 2001-12-31 | 2002-11-13 | 화남산업 주식회사 | Permeable Concrete using impacting aggregate |
| EP1489057A1 (en) * | 2003-06-20 | 2004-12-22 | Global Engineering and Trade S.r.L. | Concrete for paving |
| CN100453734C (en) * | 2003-11-26 | 2009-01-21 | 上海市政工程设计研究院 | Plant macadam pavement and its construction method |
| CN100532721C (en) * | 2005-01-06 | 2009-08-26 | 崔仙鎔 | High-performance water permeating and draining concrete pavement |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59206502A (en) * | 1983-05-10 | 1984-11-22 | 佐藤道路株式会社 | Production of water pervious cement concrete construction |
| JPS61196004A (en) * | 1985-02-26 | 1986-08-30 | 千代田技研工業株式会社 | Method and apparatus for laying pavement block |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB402811A (en) * | 1932-06-07 | 1933-12-07 | Norman Swindin | Improvements in or relating to road making |
| GB792557A (en) * | 1955-02-18 | 1958-03-26 | Albert Ernest Horatio Dussek | Concrete-like substances |
| GB788985A (en) * | 1956-05-16 | 1958-01-08 | Sverre Jystad | Improvements in and relating to casting concrete |
| GB1258041A (en) * | 1967-10-07 | 1971-12-22 | ||
| CH569151A5 (en) * | 1972-10-02 | 1975-11-14 | Welty Lloyd G | High friction self-draining structure - having solid base layer and resin bonded particulate upper layer |
| CA1239774A (en) * | 1983-05-10 | 1988-08-02 | Sato Road Co., Ltd. | Process of producing water permeable cement concrete constructions |
| DE3630825A1 (en) * | 1985-09-12 | 1987-03-19 | Weitz Betonwerk Kleinwallstadt | Stone block |
| DE3542369A1 (en) * | 1985-11-30 | 1987-06-04 | Braas & Co Gmbh | METHOD FOR THE PRODUCTION OF CONCRETE ROOFS WITH A NATURALLY RAW SURFACE |
-
1988
- 1988-12-08 JP JP63308729A patent/JPH02157302A/en active Pending
-
1989
- 1989-04-28 KR KR1019890005662A patent/KR970001244B1/en not_active Expired - Fee Related
- 1989-05-29 CA CA000600987A patent/CA1336442C/en not_active Expired - Fee Related
- 1989-06-20 CN CN89104311A patent/CN1043357A/en active Pending
- 1989-06-24 DE DE3920746A patent/DE3920746A1/en not_active Ceased
- 1989-10-05 GB GB8922470A patent/GB2225780B/en not_active Expired - Lifetime
- 1989-11-30 FR FR8915786A patent/FR2640296B1/en not_active Expired - Fee Related
-
1992
- 1992-12-28 SG SG1323/92A patent/SG132392G/en unknown
-
1993
- 1993-03-25 HK HK273/93A patent/HK27393A/en not_active IP Right Cessation
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59206502A (en) * | 1983-05-10 | 1984-11-22 | 佐藤道路株式会社 | Production of water pervious cement concrete construction |
| JPS61196004A (en) * | 1985-02-26 | 1986-08-30 | 千代田技研工業株式会社 | Method and apparatus for laying pavement block |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05255908A (en) * | 1992-03-11 | 1993-10-05 | Sato Doro Kk | Manufacture of improved water-permeable concrete structure |
| KR20000073416A (en) * | 1999-05-10 | 2000-12-05 | 배춘섭 | High effectiveness perveative water nature polimer concrete parement &execution method. |
| CN103981783A (en) * | 2014-04-29 | 2014-08-13 | 中国建筑股份有限公司 | Stone texture imitating permeable concrete prefabricated brick and preparation method thereof |
| CN104452506A (en) * | 2014-10-13 | 2015-03-25 | 敬启培 | Method for constructing consolid road |
| CN113845346A (en) * | 2021-10-28 | 2021-12-28 | 北华大学 | High-water-permeability concrete combined with acrylic acid and preparation method thereof |
| CN113845346B (en) * | 2021-10-28 | 2022-12-23 | 北华大学 | High-water-permeability concrete combined with acrylic acid and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| GB2225780A (en) | 1990-06-13 |
| GB2225780B (en) | 1992-08-26 |
| CN1043357A (en) | 1990-06-27 |
| FR2640296B1 (en) | 1993-04-16 |
| SG132392G (en) | 1993-03-12 |
| KR900009474A (en) | 1990-07-04 |
| DE3920746A1 (en) | 1990-06-13 |
| GB8922470D0 (en) | 1989-11-22 |
| KR970001244B1 (en) | 1997-02-04 |
| FR2640296A1 (en) | 1990-06-15 |
| HK27393A (en) | 1993-04-02 |
| CA1336442C (en) | 1995-07-25 |
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