JPS6149086B2 - - Google Patents
Info
- Publication number
- JPS6149086B2 JPS6149086B2 JP16412482A JP16412482A JPS6149086B2 JP S6149086 B2 JPS6149086 B2 JP S6149086B2 JP 16412482 A JP16412482 A JP 16412482A JP 16412482 A JP16412482 A JP 16412482A JP S6149086 B2 JPS6149086 B2 JP S6149086B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- water
- top surface
- small amount
- rough
- 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.)
- Expired
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 50
- 239000004576 sand Substances 0.000 claims description 18
- 239000002344 surface layer Substances 0.000 claims description 14
- 239000004568 cement Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 8
- 239000011347 resin Substances 0.000 claims description 5
- 229920005989 resin Polymers 0.000 claims description 5
- 230000005484 gravity Effects 0.000 claims description 4
- 239000003086 colorant Substances 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 230000002378 acidificating effect Effects 0.000 claims description 2
- 238000005507 spraying Methods 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 description 16
- 239000000047 product Substances 0.000 description 6
- 238000005406 washing Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 239000000203 mixture Substances 0.000 description 3
- 239000002253 acid Substances 0.000 description 2
- 239000010438 granite Substances 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 239000003595 mist Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
Landscapes
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は表面が平滑でなく、表層の砂利、粗
粒砂がセメント、細粒砂のモルタル分よりやや突
出しているため粗面となつたコンクリート製品の
製法に関する。[Detailed description of the invention] (Industrial application field) This invention has a rough surface because the surface is not smooth and the surface gravel and coarse sand protrude slightly from the cement and fine sand mortar. Concerning the manufacturing method of concrete products.
(従来の技術)
従来、上述のような粗面を作る方法として、洗
出し法がある。それはコンクリート表層に硬化遅
延剤を含ませておき、他の部分が硬化した時、水
洗いにより未硬化の表層モルタル分を洗い落す方
法である。水洗いと称してもブラシ等も使いモル
タル分をこすり落すのであつて、砂利(通常、化
粧砂利)が大きく露出して美的価値を高める。(Prior Art) Conventionally, there is a washout method as a method for creating the above-mentioned rough surface. In this method, a hardening retardant is added to the surface layer of the concrete, and when other parts of the concrete have hardened, the unhardened surface layer mortar is washed away with water. Although it is called washing with water, a brush or the like is used to scrub away the mortar, and the gravel (usually decorative gravel) is exposed to a large extent, increasing its aesthetic value.
(発明が解決しようとする問題点)
上記洗出し法は硬化遅延剤の適用も、水洗いも
手作業を必要とし、自動化、量産化に不適であつ
た。(Problems to be Solved by the Invention) The above-mentioned washing method requires manual labor for both the application of a curing retarder and the washing with water, and is unsuitable for automation and mass production.
この発明は上の洗出し法ほどの高低差を要しな
い粗面コンクリート製品を、面倒な硬化遅延処
理、洗出し作業なしで量産する新しい製法を開発
するものである。 This invention aims to develop a new manufacturing method for mass producing rough concrete products that do not require as much difference in height as the washing method described above, without the cumbersome hardening delay treatment and washing work.
(問題点を解決するための手段)
この発明は硬練コンクリートを型枠に詰めて成
形し、これを養生する前に、その成形コンクリー
ト上面に小量の水を吹付け、撤布、又は塗布する
ことにより、表層のセメント、細粒砂に流動性を
与えて、重力により表層の砂利、粗粒砂の相互間
隙へ沈降させ、当初のコンクリート上面よりも低
めた後、養生することを特徴とする粗面コンクリ
ート製品の製法である。またそのコンクリート上
面外周に水溜めバンドをはめて水を与え、バンド
をはずして養生するものである。(Means for Solving the Problems) This invention involves filling hardened concrete into a formwork and forming it, and before curing it, a small amount of water is sprayed, removed, or applied onto the upper surface of the formed concrete. This gives fluidity to the cement and fine-grained sand in the surface layer, allowing them to settle into the interstices between the gravel and coarse-grained sand in the surface layer by gravity, lowering the surface level to a level lower than the initial top surface of the concrete, and then curing. This is a manufacturing method for rough concrete products. In addition, a water reservoir band is attached to the outer circumference of the upper surface of the concrete to supply water, and the band is removed for curing.
(作 用)
硬練コンクリートのモルタル分は水分が少いた
め、砂利相互の間隙に橋をかけたようになつて動
けないものが多い。従つて、これに水を加えてや
ると流動性を得て砂利、粗粒砂の間隙へ沈降す
る。その結果、上面の砂利、粗粒砂が沈降したモ
ルタル分よりも高くなり、目的の粗面を得られる
ものである。(Function) Because the mortar in hardened concrete has little moisture, it often acts like a bridge between the gravel and cannot move. Therefore, when water is added to it, it gains fluidity and settles into the gaps between gravel and coarse sand. As a result, the gravel and coarse sand on the upper surface become higher than the settled mortar, and the desired rough surface can be obtained.
コンクリート上面外周にはめた水溜めバンド
は、水が上面から側方へ流れ落ちるのを防ぐと共
に、上面全体に均一に水を与える作用もある。 The water reservoir band fitted around the outer circumference of the concrete top surface not only prevents water from flowing down from the top surface to the sides, but also has the effect of uniformly distributing water over the entire top surface.
(実施例)
第1図に硬練コンクリートCを型枠Mに詰めた
所の断面略図を示す。砂利又は粗粒砂1の間にセ
メント、細粒砂からなるモルタル分2が詰つてい
るか、流込みコンクリートと違い、硬練コンクリ
ートは図示しない空隙が多く残つている。なおコ
ンクリート投入時、これを二層に分け、下部は通
常の配合で、上部だけ特に空隙の多い配合のコン
クリートを使うとか、投入後の振動、加圧をやゝ
控える等により空隙を人為的に多くしてもよい。(Example) FIG. 1 shows a schematic cross-sectional view of a form M filled with hardened concrete C. A mortar component 2 consisting of cement or fine-grained sand is packed between the gravel or coarse-grained sand 1, or unlike poured concrete, hardened concrete leaves many voids (not shown). When pouring concrete, it is divided into two layers, with the lower part using the normal mix and the upper part using concrete with a mix that has a particularly large number of voids, or artificially reducing the voids by slightly refraining from vibration and pressure after the concrete is poured. You can increase it.
第2図は表層のモルタル分2がコンクリートC
内へ沈降して、粗粒砂1が表層から少し突出し、
目的とする粗面になつた状態を示す。 In Figure 2, the surface layer mortar 2 is concrete C.
It settles inward, and coarse sand 1 protrudes a little from the surface layer,
Shows the desired rough surface.
第1、2図は脱型前に水を与える例であるが、
第3図は脱型後に水を与える例である。この場
合、与えた水が上面外周から溢れ落ちるのを防ぐ
ため成形コンクリート上面外周に水溜めバンド3
をはめている。このバンド3は水を充分に与え、
モルタル分の沈降中にも水を補給する役目と、そ
の水でコンクリート材の角が崩れるのを防ぐ役目
をする。バンド3は実験ではゴム板、ゴム引き板
で作つた。第4図のように吹付けた水4が最初は
水溜りを作るが、間もなくモルタル分に吸収され
て沈下する。第5図はその結果、表面が粗面にな
つた状態を示す。このように一たん水溜りを生ず
るほど水を与えると全面一様に水が行渡り、均等
な粗面を得られる効果もある。もつとも、与えた
水が溢れ落ちる際、コンクリート材の角が崩れる
おそれがないか、崩れても構わない場合は、バン
ド3をはめないで水を十分に与えてもよい。また
コンクリート打設後、内部の水が浮上した時に使
用する周知の真空排水具を使い、余分な水を上方
へ吸い取つてもよい。 Figures 1 and 2 are examples of adding water before demolding.
Figure 3 is an example of applying water after demolding. In this case, in order to prevent the water from overflowing from the outer periphery of the upper surface, a water reservoir band 3
is wearing. This band 3 gives plenty of water,
It also serves to replenish water while the mortar is settling, and to prevent the corners of the concrete from collapsing due to the water. Band 3 was made from a rubber plate and a rubberized plate in the experiment. As shown in Figure 4, the sprayed water 4 initially forms a puddle, but it is soon absorbed by the mortar and sinks. FIG. 5 shows the resulting roughened surface. In this way, once enough water is applied to form a puddle, the water is distributed evenly over the entire surface, which has the effect of obtaining an evenly roughened surface. However, if there is no risk of the corners of the concrete material collapsing when the applied water overflows, or if it is okay for the corners to collapse, sufficient water may be applied without attaching the band 3. Additionally, after concrete is poured, excess water may be sucked upward using a well-known vacuum drainage tool that is used when internal water rises to the surface.
水を与える方法は吹付けガン又は撤水器による
のが一般的であるが、手作業の場合、ブラシその
他により塗布してもよい。 Water is generally applied using a spray gun or a water drainer, but in the case of manual application, it may also be applied using a brush or other means.
ガン吹付けの場合は噴射水を叩きつける衝撃で
表層のモルタル分が沈みやすく、また砂利上面に
付着したモルタル分も叩きつけた水で洗い流され
る。ブラシで水を塗布する場合も、ブラシの圧力
と摩擦で同様な効果がある。従つて、硬練モルタ
ル分が水分を得て流動的になりコンクリート内方
へ沈む現象は重力が主であるが、毛管現象、噴射
又はブラシによる押込み作用も効いていると思わ
れる。 In the case of gun spraying, the mortar on the surface layer tends to sink due to the impact of the water jet, and the mortar adhering to the top of the gravel is also washed away by the water. When applying water with a brush, a similar effect occurs due to the pressure and friction of the brush. Therefore, the phenomenon in which the hardened mortar acquires water, becomes fluid, and sinks into the concrete is mainly caused by gravity, but it is also thought that capillary action, injection, or pushing action by brushes are also effective.
上面に与える水は真水と限らない。これに適
宜、希塩酸その他の酸を小量加えることにより、
得られた粗面の外観が向上する現象がある。これ
は酸が表層のセメントのアルカリ性を中和し、一
部溶解する事が関係していると思われる。なお、
酸性の水は表層に滲透した時、中和されるから、
内部のセメントに悪影響を与えるおそれはない。 The water given to the top surface is not necessarily fresh water. By adding a small amount of dilute hydrochloric acid or other acid to this as appropriate,
There is a phenomenon in which the appearance of the obtained rough surface is improved. This seems to be related to the fact that the acid neutralizes the alkalinity of the surface cement and partially dissolves it. In addition,
When acidic water permeates to the surface layer, it is neutralized.
There is no risk of adversely affecting the cement inside.
また表層に与える水に樹脂、着色材等を加えて
もよい。樹脂が加わつた水でも、表層のモルタル
分に流動性を与える作用に変りはない。そして、
その樹脂が硬化した時、突出した砂利、粗粒砂と
モルタル分とを接着し防水膜も作り得る。着色
剤、樹脂を水に加えたこの発明の製品を歩道の敷
石にすると、色とりどりで表面の耐久力、耐衝撃
力強い遊歩道となる。 Further, a resin, a coloring agent, etc. may be added to the water applied to the surface layer. Even with water mixed with resin, there is no change in the effect of imparting fluidity to the mortar on the surface layer. and,
When the resin hardens, it can bond protruding gravel, coarse sand, and mortar to create a waterproof membrane. When the product of this invention, which is made by adding colorants and resins to water, is used as sidewalk paving stones, the result is a colorful, durable and impact-resistant promenade.
次に、この発明の実験データの一例を示す。 Next, an example of experimental data of this invention will be shown.
(製品名) 歩道敷(インターロツキング)ブロ
ツク
(寸 法) 縦11cm、横22cm、厚み0.8cm
(コンクリート配合)
白色セメント 6.4Kg
普通セメント 0.7Kg
みかげ砂(5m/m) 3.6Kg
みかげ砂(2.5m/m) 12 Kg
みかげ砂(2.5以下) 9.6Kg
黒カスミ(2m/m) 8.4Kg
水 1.7Kg
(発明の効果)
この発明は従来、砂利、粗粒砂を表面に突出さ
せる表面処理は洗出し法に限るとされた固定概念
を覆えした。この発明は洗出し法における面倒な
硬化遅延処理、水洗い作業が不要で、単に硬練コ
ンクリートを成形し、即時脱型の前、又は後に小
量の水を吹付け、撤布、又は塗布するだけでよ
い。粗面を形成する原理が表層モルタル分を洗い
流すのでなく、コンクリート内部へ沈めるので、
作業がこのように簡素化したのである。(Product name) Interlocking block (dimensions) Height 11cm, width 22cm, thickness 0.8cm (Concrete mixture) White cement 6.4Kg Ordinary cement 0.7Kg Granite sand (5m/m) 3.6Kg Granite sand (2.5m/m) 12 Kg Granite sand (2.5 or less) 9.6Kg Black mist (2m/m) 8.4Kg Water 1.7Kg (Effects of the invention) This invention has conventionally developed a surface with gravel or coarse sand protruding from the surface. This overturns the stereotype that processing is limited to washing out methods. This invention eliminates the need for cumbersome hardening delay treatment and water rinsing in the washout method, and simply forms hardened concrete and sprays, removes, or applies a small amount of water before or after immediate demolding. That's fine. The principle of forming a rough surface is that the surface mortar is not washed away, but sinks into the concrete.
This simplifies the work.
また従来、洗出し法はほとんど水分の多いコン
クリートの流込み成形設備に適用されているが、
この発明は硬練コンクリートの即時脱型設備を用
いるので生産性が激増する。 Traditionally, the wash-out method has been applied mostly to pour-forming equipment for concrete with a high moisture content;
Since this invention uses equipment for immediately demolding hardened concrete, productivity is dramatically increased.
第1,2図はこの発明の一実施例説明図で、脱
型前に小量の水を与える前と後の状態を示す部分
断面説明図、第3図は脱型後のコンクリート製品
にこの発明による小量の水を表層に与える際、成
形コンクリート外周に水溜めバンドをはめた状態
を示す斜視図、第4図はその上面に与えた水が溜
つている状態、第5図はその水が沈んで表面に粗
面ができた状態を夫々示す断面図である。
1……砂利、2……モルタル分、3……水溜め
バンド、4……水。
Figures 1 and 2 are explanatory views of one embodiment of the present invention, and are partial cross-sectional views showing the state before and after a small amount of water is applied before demolding, and Figure 3 is a partial cross-sectional explanatory diagram showing the state before and after a small amount of water is applied to the concrete product after demolding. When applying a small amount of water to the surface layer according to the invention, a perspective view showing a state in which a water storage band is fitted around the outer periphery of the formed concrete, Fig. 4 shows a state in which the applied water is collected on its upper surface, and Fig. 5 shows the state in which the water is collected. FIG. 3 is a cross-sectional view showing a state in which the surface of the wafer has sunk and a rough surface has been formed. 1...Gravel, 2...Mortar, 3...Water band, 4...Water.
Claims (1)
れを養生する前に、その成形コンクリート上面に
小量の水を吹付け、撤布、又は塗布することによ
り、表層のセメント、細粒砂に流動性を与えて、
重力により表層の砂利、粗粒砂の相互間隙へ沈降
させ、当初のコンクリート上面よりも低めた後、
養生することを特徴とする粗面コンクリート製品
の製法。 2 硬練コンクリートを型枠に詰めて成形し、こ
れを養生する前に、その成形コンクリート上面外
周に水溜めバンドをはめ、そのコンクリート上面
に小量の水を吹付け、撤布、又は塗布することに
より、表層のセメント、細粒砂に流動性を与え
て、重力により表層の砂利、粗粒砂の相互間隙へ
沈降させ、当初のコンクリート上面よりも低めた
後、養生することを特徴とする粗面コンクリート
製品の製法。 3 特許請求の範囲1又は2において、その小量
の水は酸性であるところの粗面コンクリート製品
の製法。 4 特許請求の範囲1又は2において、その小量
の水は樹脂、着色剤の一方又は双方を含むもので
あるところの粗面コンクリート製品の製法。[Scope of Claims] 1. Hardened concrete is packed in a formwork and formed, and before curing it, the surface layer is removed by spraying, removing, or applying a small amount of water on the top surface of the formed concrete. Gives fluidity to cement and fine sand,
After settling by gravity into the interstices between the surface gravel and coarse-grained sand and lowering it to a level lower than the original top surface of the concrete,
A method for manufacturing rough concrete products characterized by curing. 2. Fill hardened concrete into a formwork and form it, and before curing it, fit a water reservoir band around the top surface of the formed concrete, and spray, remove, or apply a small amount of water to the top surface of the concrete. This gives fluidity to the cement and fine-grained sand in the surface layer, allowing them to settle into the interstices between the gravel and coarse-grained sand in the surface layer by gravity, lowering the concrete to a level lower than the initial top surface of the concrete, and then curing. Manufacturing method for rough concrete products. 3. The method for producing a rough concrete product according to claim 1 or 2, wherein the small amount of water is acidic. 4. The method for producing a rough concrete product according to claim 1 or 2, wherein the small amount of water contains one or both of a resin and a colorant.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16412482A JPS5954506A (en) | 1982-09-22 | 1982-09-22 | Manufacture of rough surface concrete product |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16412482A JPS5954506A (en) | 1982-09-22 | 1982-09-22 | Manufacture of rough surface concrete product |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5954506A JPS5954506A (en) | 1984-03-29 |
JPS6149086B2 true JPS6149086B2 (en) | 1986-10-28 |
Family
ID=15787196
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16412482A Granted JPS5954506A (en) | 1982-09-22 | 1982-09-22 | Manufacture of rough surface concrete product |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5954506A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04505041A (en) * | 1988-06-09 | 1992-09-03 | コンセントリック パンプス リミテッド | Improvements regarding gerotor pumps |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2520232B2 (en) * | 1986-01-13 | 1996-07-31 | 有限会社 琴川建材工業所 | Molding method for concrete products |
DE10054581A1 (en) * | 2000-11-03 | 2002-05-08 | Metten Stein & Design Gmbh | Process for the production of concrete blocks or concrete slabs |
-
1982
- 1982-09-22 JP JP16412482A patent/JPS5954506A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04505041A (en) * | 1988-06-09 | 1992-09-03 | コンセントリック パンプス リミテッド | Improvements regarding gerotor pumps |
Also Published As
Publication number | Publication date |
---|---|
JPS5954506A (en) | 1984-03-29 |
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