JPH11226931A - Water permeable block for road surface and its manufacture - Google Patents
Water permeable block for road surface and its manufactureInfo
- Publication number
- JPH11226931A JPH11226931A JP3291098A JP3291098A JPH11226931A JP H11226931 A JPH11226931 A JP H11226931A JP 3291098 A JP3291098 A JP 3291098A JP 3291098 A JP3291098 A JP 3291098A JP H11226931 A JPH11226931 A JP H11226931A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- aggregate
- composition
- water
- cement composition
- 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
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は路面透水性ブロックおよ
びその製造方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road permeable block and a method for producing the same.
【0002】[0002]
【従来の技術】路面用透水性ブロックは、植物の保護育
成のため、街路の舗装材として近年多用されているが、
透水性機能重視のため、表面に美観上の工夫を施すのが
むずかしく、研磨するのが精々で、研磨した表面は容易
に滑り易くなり歩行上問題がある。2. Description of the Related Art Permeable blocks for road surfaces have been widely used in recent years as paving materials for streets for protecting and growing plants.
Because of the emphasis on the water-permeability function, it is difficult to devise an aesthetic appearance on the surface, and it is difficult to polish the surface, and the polished surface is easily slippery and has a walking problem.
【0003】本発明は、斯様な、従来の欠点を回避した
路面用透水性ブロックを提供することを目的として創案
したものである。[0003] The present invention has been made with the object of providing a water-permeable block for a road surface which avoids such conventional disadvantages.
【0004】[0004]
【課題を解決するための手段】天然石、人造石等の骨材
とセメントより成る固練りセメント組成物の表面を、前
記セメントを洗い出して前記骨材が部分的に突出する凹
凸状とした構成とし、該製品を得るために、天然石、人
造石等の骨材とセメントを適宜の割合で混合した固練り
セメント組成物を型枠に充填し、該固練りセメント組成
物の表面にセメント硬化遅延剤を層設後即時脱型し、前
記固練りセメント組成物の表面側の前記セメントを前記
セメント硬化遅延剤と共に洗い出すことを基本的手段と
し、表面を洗い出す手段として、ブラシ或いは高圧噴霧
を用いるようにしたのである。Means for Solving the Problems The surface of a stiffened cement composition composed of aggregates such as natural stones and artificial stones and cement is made to have an irregular shape in which the cement is washed out and the aggregates partially protrude. In order to obtain the product, a natural cement, an aggregate such as artificial stone and cement and a cement mixture obtained by mixing cement in an appropriate ratio are filled in a mold, and a cement setting retarder is added to the surface of the cement cement composition. Immediately after forming a layer, the basic means is to wash out the cement on the surface side of the cemented cement composition together with the cement setting retarder, and as a means for washing out the surface, a brush or a high pressure spray is used. It was done.
【0005】[0005]
【実施例】図中、Aは本発明に係る路面用透水性ブロッ
クで、ブロックAは天然石、人造石等の小粒形の骨材1
…がセメント2により固化され、10〜70%の連続空
隙を設けた固練りセメント組成物A1の表面A1´を洗
い出し仕上げにより、前記組成物A1に混入している前
記骨材1…の一部が前記表面A1´より突出している凹
凸状にして構成したものである。DESCRIPTION OF THE PREFERRED EMBODIMENTS In the drawings, A is a road-permeable block according to the present invention, and block A is a small-grain aggregate 1 such as natural stone or artificial stone.
Are solidified by the cement 2 and a part of the aggregates 1 mixed into the composition A1 by washing and finishing the surface A1 ′ of the stiffened cement composition A1 having 10 to 70% continuous voids. Is an irregular shape projecting from the surface A1 '.
【0006】前記ブロックAは、天然石、人造石等を材
料とした固練りセメント組成物に、セメント硬化遅延剤
を表層に使用し、加圧成型機により成型、即時脱型しそ
の後、ブロック表面を水洗いして能率よく生産して得た
ものであり、その製造方法を説明すると、型枠内に予め
準備したセメント硬化遅延剤を塗布したペーパー(以
下、硬化遅延紙という)を敷き込み、次に製品の表層と
なる固練りセメント組成物を型枠全容積の10〜40%
一定の厚さに装入し、さらに、この上に基層となる固練
り第一セメント組成物を全容装入、充填調整し、同一型
枠内に二層のセメント組成物となし、加圧成型機により
圧力で二層一体的に形成し、次いで即時脱型して表層に
硬化遅延紙の付着したセメント組成物(透水性は組成物
を構成する骨材、セメント等の配合割合で決まる)を得
る。この時準備する硬化遅延紙は、目的とするブロック
の寸法に裁断されたものを使用する。又、それは表層に
使用する材料である骨材の大きさにより洗い出す深さを
変えることも出来る。硬化遅延紙に塗布されたセメント
硬化遅延剤は水溶性の為、成型時、表層のセメント組成
物中の付着部分に均等に浸透、浸透した部分が一定時間
セメント硬化遅延を起こす。浸透のない他のセメント組
成物部分は通常のセメント水和反応による硬化が進むこ
とから、この性質を利用し表層のまだ固まらない部分を
水により組成中の骨材をブラシ等でこすり洗いだす。セ
メント硬化遅延剤の遅延硬化は、条件にもよるが約30
〜40時間は持続することから、本製造方法により得ら
れた成型品は硬化遅延剤の浸透してないセメント組成物
部分が硬化した時点から洗い出し仕上げを行なうことが
出来る。[0006] The block A is formed from a natural cement, an artificial stone or the like using a cement setting retarder in the surface layer of a stiffened cement composition, molded by a pressure molding machine, and immediately demolded. It is obtained by washing efficiently with water and producing it. The method of manufacture is described as follows. A paper coated with a prepared cement setting retarder (hereinafter, referred to as a setting delay paper) is laid in a mold, and then 10 to 40% of the total volume of the mold
It is charged to a certain thickness, and further, the entire volume of the first cement composition, which is to be a base layer, is charged thereon, and the filling is adjusted, and a two-layer cement composition is formed in the same mold, and pressure molding is performed. Two layers are integrally formed by pressure using a machine, and then immediately removed from the mold to form a cement composition (hard water permeability is determined by the mixing ratio of the aggregates, cement, etc. constituting the composition) with the hardening delay paper attached to the surface layer. obtain. The hardening delay paper prepared at this time is cut to the target block size. It can also change the washing depth depending on the size of the aggregate used as the surface layer. Since the cement setting retarder applied to the setting delay paper is water-soluble, it penetrates evenly into the adhering portion of the surface of the cement composition during molding, and the permeated portion causes the cement setting delay for a certain period of time. Since the other cement composition that does not penetrate is hardened by the ordinary cement hydration reaction, this property is used to scrub out the unconsolidated portion of the surface layer with water using a brush or the like to wash the aggregate in the composition. The delayed setting of the cement setting retardant is about 30 minutes, depending on the conditions.
Since the molded product obtained by the present production method lasts for up to 40 hours, the molded product obtained by the present production method can be washed and finished from the time when the cement composition portion where the setting retarder has not penetrated is hardened.
【0007】洗い出し仕上げの方法は、 水を配し回転するブラシの下、コンベアー上を移動す
る成型品の遅延剤により、まだ固まらない表面部分をブ
ラシによってこすり洗いし骨材を露出させる。[0007] The method of washing and finishing is to rub the surface of the unhardened surface with a brush with a retarder of a molded article moving on a conveyor under a rotating brush with water and exposing the aggregate.
【0008】但し、ブラシによるこすり洗い前にブロッ
クの表層に付着している硬化遅延紙は剥がしておく。However, before the scrubbing with a brush, the hardening delay paper adhering to the surface layer of the block is peeled off.
【0009】他の洗い出しの方法として、同成型品の
未硬化部分を高圧洗浄機を用いて下方から水を噴霧し、
骨材を露出させる方法もある。この方法は、連続空隙内
に洗い出したセメント等の硬化材が入り込むおそれがな
く、製品の透水機能が確実に維持される。As another washing method, the uncured portion of the molded article is sprayed with water from below using a high-pressure washing machine,
There is also a method of exposing the aggregate. According to this method, there is no possibility that the hardened material such as the washed-out cement enters the continuous voids, and the water permeation function of the product is reliably maintained.
【0010】これにより、未硬化のモルタル部分は洗い
落とされ、均一な骨材の露出が見られるが、この時、ブ
ラシ洗い出しにより、洗い流されるモルタルがブロック
内の空隙を埋め透水性能を低下させるものもあり、この
場合はブロック空隙内の洗浄作業を行なう洗浄は、ブロ
ックの表層部を下にし、水槽内でブロックを逆洗する。
逆洗の方法は、水槽内に空気を吹き込み、水を泡立てた
中でブロックを洗浄することである。この方法により、
さらに透水性能が良好なブロックとなる。[0010] As a result, the uncured mortar portion is washed away, and uniform aggregates are exposed. At this time, the mortar to be washed out fills the voids in the block and reduces the water permeability by brush washing. In this case, in this case, the washing for performing the washing operation in the block gap is performed by back-washing the block in a water tank with the surface of the block facing down.
The method of backwashing is to blow the air into a water tank and wash the block while bubbling water. In this way,
Furthermore, it becomes a block with good water permeability.
【0011】以降、この後、充分なブロックのセメント
硬化を待って、洗い出し仕上げした透水性ブロックを得
ることが出来る。Thereafter, after sufficient cement hardening of the block, a water-permeable block washed and finished can be obtained.
【0012】因みに、ブロックAの透水機能は骨材とセ
メント等の混合割合を適宜選択することにより得られる
(特公昭57−34238号公報)。Incidentally, the water permeability of the block A can be obtained by appropriately selecting the mixing ratio of the aggregate and the cement (Japanese Patent Publication No. 57-34238).
【0013】次に固練りセメント組成物の配合例を下記
に示す。配合は示方配合(Kg/m3)である。[0013] Next, examples of blending of the cement composition are shown below. The composition is a formula composition (Kg / m3).
【0014】 実施例−1 表面層配合A. 天然砕石 普通ポルトランド 水 (12〜6m/m) セメント 2000 334 93 実施例−2 表面層配合B. 人造砕石 白色ポルトランド 水 着色顔料 (12〜5m/m) セメント 1965 327 97 6.5 実施例−3 表面配合C. 天然砕石 普通ポルトランド 水 (7〜5m/m) セメント 1934 360 102 実施例−4 表面配合D. 人造砕石 普通ポルトランド 水 (4〜2m/m) セメント 1957 365 100 加圧成型機型枠内に、指定したセメント硬化遅延紙を敷
き込み(第1表)次いで実施例による表面層配合品を投
入し(第1表)これを均一にならし実施例−5記載の基
層配合品をその上に型枠全容に成るまで装入し、圧縮
(加圧)して即時脱型し透水性ブロックを得る。その後
蒸気養生(約60°C×4時間)しセメント硬化遅延剤
の浸透しない部分(主に基層)の硬化状態を見て、ブロ
ックが自由に取り扱い出来る硬さになったら、次にブロ
ック表面の硬化遅延によりまだ固まらない部分を洗い出
し、ブロック空隙内の洗浄作業をおこない、洗い出し透
水性ブロックを得る。Example 1 Surface Layer Formulation Natural crushed stone Ordinary Portland Water (12-6 m / m) Cement 2000 334 93 Example-2 Surface layer formulation Artificial crushed stone White Portland Water Color pigment (12-5 m / m) Cement 1965 327 97 6.5 Example-3 Surface formulation C.I. Natural crushed stone Ordinary Portland Water (7 to 5 m / m) Cement 1934 360 102 Example-4 Surface formulation Artificial crushed stone Ordinary Portland Water (4-2 m / m) Cement 1957 365 100 Laying specified cement hardening delay paper in press forming machine formwork (Table 1) and then putting surface layer compound according to the example (Table 1) This was homogenized, and the base layer composition described in Example 5 was charged on the mold until the entire volume of the mold was formed, and then compressed (pressurized) and immediately demolded to form a water-permeable block. obtain. After that, steam curing (about 60 ° C x 4 hours) is performed and the hardened state of the part (mainly the base layer) where the cement setting retarder does not penetrate is observed. The portion which has not yet hardened due to the delay in curing is washed out, and the inside of the block is washed to obtain a water-permeable block.
【0015】 実施例−5 基層配合 天然砕石 普通ポルトランド 砂 水 (6〜4m/m) セメント (各、表面層に共通) 1619 460 211 140Example-5 Composition of Base Layer Natural Crushed Stone Normal Portland Sand Water (6-4 m / m) Cement (common to each surface layer) 1619 460 211 140
【0016】[0016]
【表1】 [Table 1]
【0017】尚、本透水性ブロック(製品寸法:300
×300×60m/m)の成型後材令28日の曲げ強
さ、透水係数を第2表に示し、本試験により得られた透
水性ブロックの曲げ強さと透水係数の関係を図2に示
す。The water-permeable block (product size: 300
× 300 × 60 m / m) The bending strength and water permeability of 28 days after molding are shown in Table 2, and the relationship between the bending strength and water permeability of the water-permeable block obtained in this test is shown in FIG. .
【0018】[0018]
【表2】 [Table 2]
【0019】[0019]
【発明の効果】外観上優れ、また、歩行上のむずかしさ
のない製品提供でき、製法的には、透水機能を有したブ
ロック表面を洗い出し仕上げすることにより、天然骨
材、人造骨材の露出が凹凸に形成され、露出した骨材の
醸し出す美観と、その突起により大きなすべり止め(ノ
ンスリップ性)効果を備えた路面材が得られる。この場
合有色骨材を使用すればさらに美観に優れた路面材とな
る。According to the present invention, it is possible to provide a product which is excellent in appearance and has no difficulty in walking, and is manufactured by exposing a natural aggregate and an artificial aggregate by washing and finishing the surface of a block having a water permeable function. Are formed in irregularities, and a road surface material having a great anti-slip (non-slip property) effect due to the aesthetic appearance of the exposed aggregate and the projection can be obtained. In this case, if a colored aggregate is used, the road surface material will be more excellent in aesthetic appearance.
【図1】路面内透水性ブロックの断面図。FIG. 1 is a cross-sectional view of a water-permeable block on a road surface.
【図2】曲げ強さと透水係数の関係図FIG. 2 is a diagram showing the relationship between bending strength and hydraulic conductivity.
1 骨材 2 セメント A1 固練りセメント組成物 DESCRIPTION OF SYMBOLS 1 Aggregate 2 Cement A1 Hardened cement composition
Claims (4)
る固練りセメント組成物の表面を、前記セメントを洗い
出して前記骨材が部分的に突出する凹凸状とした、路面
用透水性ブロック。1. A road-permeable block for a road surface, wherein the surface of a stiffened cement composition comprising an aggregate such as natural stone or artificial stone and cement is formed into an uneven shape in which the cement is washed out and the aggregate partially projects.
宜の割合で混合した固練りセメント組成物を型枠に充填
し、該固練りセメント組成物の表面にセメント硬化遅延
剤を層設後即時脱型し、前記固練りセメント組成物の表
面側の前記セメントを前記セメント硬化遅延剤と共に洗
い出すことを特徴とする路面用透水性ブロックの製造方
法。2. A mold frame is filled with a cement mixture obtained by mixing an aggregate such as natural stone or artificial stone and cement in an appropriate ratio, and a cement setting retarder is layered on the surface of the cement mixture. A method for producing a water-permeable road surface block, comprising immediately removing the mold and washing out the cement on the surface side of the hardened cement composition together with the cement setting retarder.
給しつつブラシで洗い出すことを特徴とする請求項2記
載の路面用透水性ブロックの製造方法。3. The method according to claim 2, wherein the surface of the cement composition is washed out with a brush while supplying water.
表面に高圧洗浄機を用いて水を噴霧して前記表面を洗い
出すことを特徴とする請求項2記載の路面用透水性ブロ
ックの製造方法。4. The method for producing a water-permeable road surface block according to claim 2, wherein the surface of the cement composition is turned downward, and water is sprayed on the surface using a high-pressure washing machine to wash out the surface. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3291098A JPH11226931A (en) | 1998-02-16 | 1998-02-16 | Water permeable block for road surface and its manufacture |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3291098A JPH11226931A (en) | 1998-02-16 | 1998-02-16 | Water permeable block for road surface and its manufacture |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11226931A true JPH11226931A (en) | 1999-08-24 |
Family
ID=12372063
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3291098A Pending JPH11226931A (en) | 1998-02-16 | 1998-02-16 | Water permeable block for road surface and its manufacture |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11226931A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002275812A (en) * | 2001-03-13 | 2002-09-25 | Seltec Corp | Deflective water permeable concrete pavement |
JP2003080161A (en) * | 2001-09-12 | 2003-03-18 | Aica Kogyo Co Ltd | Finishing method for coating |
JP2006219828A (en) * | 2005-02-08 | 2006-08-24 | Nihon Kogyo Co Ltd | Surface treating method and surface treating device for paving material |
JP2008095337A (en) * | 2006-10-10 | 2008-04-24 | Fujita Corp | Paved road construction method |
JP2012149395A (en) * | 2011-01-17 | 2012-08-09 | Nihon Kogyo Co Ltd | Light reflective block and manufacturing method thereof |
AU2014101041B4 (en) * | 2013-08-30 | 2014-11-13 | Csh Engineering Pty Ltd | Concrete pavement panel |
WO2015027268A1 (en) * | 2013-08-30 | 2015-03-05 | Csh Engineering Pty Ltd | Concrete pavement panel |
-
1998
- 1998-02-16 JP JP3291098A patent/JPH11226931A/en active Pending
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002275812A (en) * | 2001-03-13 | 2002-09-25 | Seltec Corp | Deflective water permeable concrete pavement |
JP2003080161A (en) * | 2001-09-12 | 2003-03-18 | Aica Kogyo Co Ltd | Finishing method for coating |
JP2006219828A (en) * | 2005-02-08 | 2006-08-24 | Nihon Kogyo Co Ltd | Surface treating method and surface treating device for paving material |
JP2008095337A (en) * | 2006-10-10 | 2008-04-24 | Fujita Corp | Paved road construction method |
JP2012149395A (en) * | 2011-01-17 | 2012-08-09 | Nihon Kogyo Co Ltd | Light reflective block and manufacturing method thereof |
AU2014101041B4 (en) * | 2013-08-30 | 2014-11-13 | Csh Engineering Pty Ltd | Concrete pavement panel |
WO2015027268A1 (en) * | 2013-08-30 | 2015-03-05 | Csh Engineering Pty Ltd | Concrete pavement panel |
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