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JPH05239803A - Facing method for concrete - Google Patents

Facing method for concrete

Info

Publication number
JPH05239803A
JPH05239803A JP4373492A JP4373492A JPH05239803A JP H05239803 A JPH05239803 A JP H05239803A JP 4373492 A JP4373492 A JP 4373492A JP 4373492 A JP4373492 A JP 4373492A JP H05239803 A JPH05239803 A JP H05239803A
Authority
JP
Japan
Prior art keywords
concrete
stone
decorative
aggregates
aggregate
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
JP4373492A
Other languages
Japanese (ja)
Inventor
Ichiro Kobayashi
一朗 小林
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.)
YABUHARA SANGYO KK
Original Assignee
YABUHARA SANGYO KK
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 YABUHARA SANGYO KK filed Critical YABUHARA SANGYO KK
Priority to JP4373492A priority Critical patent/JPH05239803A/en
Publication of JPH05239803A publication Critical patent/JPH05239803A/en
Pending legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)

Abstract

PURPOSE:To improve working efficiently by placing concrete containing the aggregates of specified grain size, on foundation material, and by pushing the facing aggregates of grain size larger than that of the aggregates into the concrete from the surface before the concrete is hardened, to set the facing aggregates to be hardened. CONSTITUTION:On a foundation concrete layer 12, concrete 14 including aggregates 13 consisting of stones and the like for the average grain size of 0.2-15mm is placed. After that, before the concrete 14 is hardened, the facing aggregates 15 of grain size larger than that of the aggregates 13 are placed on the surface, and pressure is applied to, and the partial section of the facing aggregates 15 is pushed into the concrete 14, and is hardened to be set. As a result, the facing aggregates 15 can be efficiently set.

Description

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

【0001】本発明は、玉砂利等をコンクリートの上に
固定する方法に関する。一般に遊歩道、公園、庭、料亭
の玄関及び玄関先の道、美術館、体育館、資料館等の建
物の敷地内の広場等、建物の外壁において、図1におい
て示されるようにコンクリートの表面に玉砂利等の化粧
骨材の1部がコンクリートの中に埋め込まれた状態の化
粧コンクリートが使用されて来た。本明細書において、
図1に示される構造のものを単に化粧コンクリートと云
う。
[0001] The present invention relates to a method for fixing pebbles and the like on concrete. Generally, on the outer wall of a building, such as a boardwalk, a park, a garden, a front door of a restaurant, a road in front of a restaurant, a museum, a gymnasium, a museum, etc., on the outer wall of the building, as shown in FIG. Decorative concrete has been used with a portion of the decorative aggregate embedded in the concrete. In this specification,
The structure shown in FIG. 1 is simply referred to as decorative concrete.

【0002】従来化粧コンクリートは所謂洗い出し工法
により製造されて来た。
Conventionally, decorative concrete has been manufactured by a so-called washing-out method.

【0003】洗い出し工法は次の工程よりなる。クラッ
シャーラン1の上に基礎コンクリート層2を設ける。ク
ラッシャーラン1と基礎コンクリート層は基礎と呼ばれ
る。その上にモルタル層3を設け、その上に化粧骨材4
を含むプレグラウトモルタル5を塗布する。この状態を
図2に示す。次いでプレグラウトモルタル5の上に硬化
遅延剤を散布し、その上に養生プラスチックシート6を
被せる。この状態を図3に示す。次いで夏では2時間〜
3時間、冬では4時間〜6時間放置し、プレグラウトモ
ルタル5の表面以外の部分を硬化させる。層5の表面に
は硬化遅延剤が存在するので硬化しない。その養生シー
トを除去し、そのモルタル5上に硬化しないで存在する
モルタル成分を水で洗い出し、化粧コンクリートを形成
する。この状態を図4に示す。
The washing out method comprises the following steps. The foundation concrete layer 2 is provided on the crusher run 1. Crusher run 1 and foundation concrete layer are called foundation. The mortar layer 3 is provided on top of it, and the decorative aggregate 4 is placed on top of it.
Apply pre-grout mortar 5 containing. This state is shown in FIG. Then, a set retarder is sprinkled on the pre-grout mortar 5, and a curing plastic sheet 6 is put thereon. This state is shown in FIG. Then in summer 2 hours ~
The pre-grout mortar 5 is left to stand for 3 hours or 4 to 6 hours in winter to harden the portion of the pre-grout mortar 5 other than the surface. The surface of layer 5 will not cure due to the presence of the set retarder. The curing sheet is removed, and the mortar component existing on the mortar 5 without hardening is washed out with water to form decorative concrete. This state is shown in FIG.

【0004】しかし従来の洗い出し方法は下記の欠点を
有する。
However, the conventional washing-out method has the following drawbacks.

【0005】(1)硬化遅延剤の散布を均一に行なわな
ければならず、硬化剤の散布から水による洗い出しの時
間は気温に左右される。そのためにこの工法は熟練者が
行なわなければならない。
(1) The curing retarder must be sprayed uniformly, and the time for washing with the water from the spraying of the curing agent depends on the temperature. Therefore, this method must be performed by a skilled person.

【0006】(2)水での洗い出し工程においては、大
量のセメント汚泥が流出し、これを下水設備に流出させ
ることが不可能である。何故ならば洗い流したセメント
が排水管を詰まらせ大事に至るからである。従って作業
を可能にする場所は非常に限定される。
(2) In the washing out step with water, a large amount of cement sludge flows out, and it is impossible to let this flow out to the sewer system. This is because the washed-out cement blocks the drainage pipe and is important. Therefore, the places where work is possible are very limited.

【0007】(3)化粧骨材とモルタルの接着部分に対
して水洗いによりセメントを流出してしまうので大切な
接着強度を低下させてしまい早期に化粧骨材の脱去が発
生する。
(3) Since the cement flows out to the bonded portion between the decorative aggregate and the mortar by washing with water, the important adhesive strength is lowered and the decorative aggregate is removed at an early stage.

【0008】(4)最外層のモルタル層において、高価
な化粧骨材4を比較的大量に使用しなければならない。
(4) In the outermost mortar layer, a relatively large amount of expensive decorative aggregate 4 must be used.

【0009】(5)養生シートは1回しか使用できず、
資源の無駄となる。
(5) The curing sheet can be used only once,
Wastes resources.

【0010】本発明者は化粧コンクリートを製造するた
めの従来技術の欠点を克服するため幅広い研究を行ない
本発明を完成させた。
The present inventors have conducted extensive research to overcome the drawbacks of the prior art for producing decorative concrete and completed the present invention.

【0011】本発明は、基礎材の上に平均粒子大きさ
0.2〜15mmの石、セメント、砂、水、樹脂および
通常のコンクリート用添加剤を含む、コンクリート組成
物を付設し、そのコンクリート組成物が硬化しない間に
前記石より大きな粒子大きさを有する化粧骨材をそのコ
ンクリート組成物の表面に置き、その化粧骨材をそのコ
ンクリート組成物に置くと同時に又は置いた後にその化
粧骨材に圧力を加えて、その化粧骨材の1部をそのコン
クリート組成物の中に押し込み、その状態でそのコンク
リート組成物を硬化させることからなるコンクリート化
粧方法に関する。図面によって本発明をさらに詳しく説
明する。
According to the present invention, a concrete composition containing stone, cement, sand, water, resin, and a conventional additive for concrete having an average particle size of 0.2 to 15 mm is provided on a base material, and the concrete composition is added. A decorative aggregate having a particle size larger than the stone is placed on the surface of the concrete composition while the composition does not harden, and the decorative aggregate is placed at the same time as or after the decorative aggregate is placed in the concrete composition. The present invention relates to a concrete makeup method, which comprises applying a pressure to a part of the makeup aggregate to push it into the concrete composition and curing the concrete composition in that state. The present invention will be described in more detail with reference to the drawings.

【0012】クラッシャーラン11の上に基礎コンクリ
ート層12を設ける。クラッシャーラン1と基礎コンク
リート2は基礎と呼ばれる。基礎の構造は任意であり、
他の構造であっても良い。基礎の上に平均粒子大きさ
0.5〜10mmの石、好ましくは建材の石13、セメ
ント、砂、水、樹脂および通常のコンクリート用添加剤
を含むコンクリート組成物14を付設する。そのコンク
リート組成物が硬化しない間に前記石より大きな平均粒
子大きさを有する化粧骨材をそのコンクリート組成物層
の上に手で置くか、又はふるい等の器具を使用して散布
する。予め大きな化粧骨材を手で置くか又は散布し、次
いで小さい化粧骨材を置くか又は散布しても良い。この
場合大きな化粧骨材と小さな化粧骨材が均一に分布す
る。この状態を図5に示す。石を手で置いた時、石に圧
力を加えて石の1部をコンクリート組成物の中に埋め込
むようにしても良い。又石を手で置くか又散布してしば
らく後、1個1個に石に圧力をかけるか、又平らな板で
もって多くの石に同時に圧力をかけて化粧石の1部をコ
ンクリート組成物の中に埋め込んでも良い。
A foundation concrete layer 12 is provided on the crusher run 11. Crusher run 1 and foundation concrete 2 are called foundation. The structure of the foundation is arbitrary,
Other structures may be used. A stone having an average particle size of 0.5 to 10 mm, preferably a stone 13 for building materials, a concrete composition 14 containing cement, sand, water, a resin and a usual additive for concrete is attached to the foundation. Decorative aggregates having an average particle size larger than the stone are manually placed on the concrete composition layer while the concrete composition is not hardening, or are sprinkled using a device such as a sieve. Large decorative aggregates may be placed or sprinkled in advance, and then small decorative aggregates may be placed or sprinkled. In this case, large decorative aggregates and small decorative aggregates are evenly distributed. This state is shown in FIG. When the stone is placed by hand, pressure may be applied to the stone to embed a portion of the stone in the concrete composition. Also, after placing stones by hand or spraying them for a while, pressure is applied to each stone one by one, or a large number of stones are pressed simultaneously with a flat plate to make a part of the decorative stone a concrete composition. It may be embedded in.

【0013】本発明では表面のコンクリート組成物は
0.2〜15mmの石を含むことが特徴である。基礎の
上に石を含まないモルタル層を付設すると、化粧骨材を
置いて圧力をかけると化粧骨材がモルタル層の中にもぐ
ってしまう。又傾斜している面に化粧コンクリートを付
設する場合、適度の大きさの石を含まないモルタル層を
使用すると、表面の化粧骨材がずれて動き、均一に化粧
骨材を埋め込むことはできない。石として建材の石が好
ましいが、土木用の石であっても良い。石の平均大きさ
が0.5より小さいと、石を使用した効果がまったくな
くなる。石の平均大きさが10mmを越えると、化粧骨
材に圧力をかける際に、石が表面に出てくる可能性があ
る。
The present invention is characterized in that the surface concrete composition contains 0.2 to 15 mm of stone. If a mortar layer that does not contain stones is attached to the foundation, the decorative aggregate will fall into the mortar layer when pressure is applied to it. Further, when a decorative concrete is attached to the inclined surface, if a mortar layer that does not contain stone of an appropriate size is used, the decorative aggregate on the surface shifts and cannot be evenly embedded. The stone used as a building material is preferable, but it may be a stone for civil engineering. If the average stone size is less than 0.5, the effect of using stone is completely lost. If the average size of the stone exceeds 10 mm, the stone may come out on the surface when pressure is applied to the decorative aggregate.

【0014】本発明の第2の特徴は、コンクリート組成
物中の石より大きな平均粒子大きさを有する化粧骨材を
使用する。そのため化粧骨材がコンクリート組成物の中
に完全に埋め込まれることはない。コンクリート組成物
中の石より大きな平均粒径を有する化粧骨材を使用する
ということは、例えば平均粒径2mmの石を使用する
と、2mmを越える化粧骨材を使用するということを意
味する。
A second aspect of the present invention is the use of a decorative aggregate having a larger average particle size than the stone in the concrete composition. Therefore, the decorative aggregate is not completely embedded in the concrete composition. The use of a decorative aggregate having a larger average particle size than the stone in the concrete composition means that if a stone having an average particle size of 2 mm is used, for example, a decorative aggregate exceeding 2 mm is used.

【0015】コンクリート組成物(形成層)の厚さ、石
の大きさ及び化粧骨材の大きさは、おおむね関連性があ
る。例えば形成層の厚さが薄い場合、石の大きさも小さ
く、そして化粧骨材の大きさも小さくする。好ましい1
例を挙げると次の通りになる。
The thickness of the concrete composition (forming layer), the size of the stone, and the size of the decorative aggregate are generally related. For example, if the forming layer is thin, the stone size is also small, and the decorative aggregate size is also small. Preferred 1
An example is as follows.

【0016】 形成層の厚さ 石の大きさ 化粧骨材の大きさ 5mm 0.2〜0.5mm 3mm以下 10mm 1〜2mm 3〜6mm 15mm 2mm 6mm以上 25mm 10mm 15〜30mm コンクリート組成物中の石、砂、セメントの量は、通常
のコンクリート組成物中の構成成分の範囲内であってよ
い。
Thickness of forming layer Size of stone Size of decorative aggregate 5 mm 0.2 to 0.5 mm 3 mm or less 10 mm 1-2 mm 3 to 6 mm 15 mm 2 mm 6 mm or more 25 mm 10 mm 15 to 30 mm Stone in concrete composition The amount of sand, cement, may be within the range of constituents in conventional concrete compositions.

【0017】建材石(骨材)の量は、表面の仕上げの状
態(化粧材が密であるか疎であるか)に依るが、通常セ
メントに対し、0.5〜4倍の建材石(骨材)を使用さ
れることが好ましい。
The amount of building stone (aggregate) depends on the surface finish (whether the decorative material is dense or sparse), but is generally 0.5 to 4 times as much as the building stone (cement). Aggregate) is preferably used.

【0018】本発明の効果 1)水洗いまたは拭き取りは一切必要ない。Effects of the present invention 1) No washing or wiping is required.

【0019】2)水洗いをしないため、表層のレイタン
ス層がなく、その効果は骨材の接着強度が高く、脱去率
が低下する。更に白華も極端に少なく、白色ムラを妨げ
る。 3)水洗いによるセメントの汚泥公害が皆無である。
2) Since it is not washed with water, there is no surface laitance layer, and the effect is that the adhesive strength of the aggregate is high and the removal rate is reduced. Furthermore, white sinter is extremely small, which prevents white unevenness. 3) No sludge pollution of cement due to washing with water.

【0020】4)散布工法のため、中塗層とモルタル層
に分割せず、一工程で層の形成ができ、能率向上とな
る。
4) Because of the spraying method, the layer can be formed in one step without dividing into the intermediate coating layer and the mortar layer, and the efficiency is improved.

【0021】5)散布形成層に樹脂を混入し、全体を樹
脂モルタルとしているため、下地との密着性と表層骨材
の接着強化となっている。
5) Since resin is mixed in the dispersion forming layer and the whole is made of resin mortar, the adhesion to the base and the adhesion of the surface layer aggregate are strengthened.

【0022】6)形成層には、化粧骨材とは別の安価骨
材が使用できて経済的である。
6) For the forming layer, an inexpensive aggregate different from the decorative aggregate can be used, which is economical.

【0023】7)施工には熟練をまったく必要としな
い。例えば、石、砂、セメント及び化粧骨材をセットと
して売り出せば、買った人は日曜大工で容易に施工でき
る。
7) No skill is required for construction. For example, if stone, sand, cement, and decorative aggregate are put on the market as a set, the person who bought the set can easily perform the work with a do-it-yourself carpenter.

【0024】8)洗い出しを行なわないので、改装の室
内等でも水流出の心配なく安心して施工できる。
8) Since no washing out is carried out, it is possible to carry out the construction in a renovated room without worrying about water leakage.

【0025】配合例 1 普通タイプ 化粧骨材の粒度12mmで形成層の総厚20mmの場合 建材石 7厘(石) 15kg ポルトランドセメント 8kg 珪砂 8kg SBR樹脂混和液 4kg 減水剤 40g 消泡剤 12g 化粧骨材 12kg 配合例 2 普通タイプ 化粧骨材の粒度6mmで形成層の総厚10mmの場合 建材石3厘(石) 8kg ポルトランドセメント 5kg 珪砂 5kg SBR樹脂混和液 2kg 減水剤 25g 消泡剤 7g 化粧骨材 5kg 配合例 3 早強タイプ 化粧骨材の粒度12mmで洗い出し形成層の総厚20m
mの場合 建材石 7厘(石) 15kg 早強セメント 2kg ポルトランドセメント 6kg 珪砂 8kg SBR樹脂混和液 4kg 減水剤 30g 消泡剤 12g 化粧骨材 12kg
Formulation Example 1 Normal type In the case where the grain size of the decorative aggregate is 12 mm and the total thickness of the formation layer is 20 mm Construction stone 7 liters (stone) 15 kg Portland cement 8 kg Silica sand 8 kg SBR resin mixture 4 kg Water reducing agent 40 g Defoamer 12 g Cosmetic bone Material 12kg Mixing example 2 Normal type When the grain size of the decorative aggregate is 6mm and the total thickness of the formation layer is 10mm Building material stone 3kg (stone) 8kg Portland cement 5kg Silica sand 5kg SBR resin mixed liquid 2kg Water reducing agent 25g Defoamer 7g Cosmetic aggregate 5kg Mixing example 3 Early-strength type Washed with a 12mm grain size of decorative aggregate, total thickness of forming layer is 20m
In case of m Building stone 7kg (stone) 15kg Early strength cement 2kg Portland cement 6kg Silica sand 8kg SBR resin admixture 4kg Water reducing agent 30g Defoamer 12g Cosmetic aggregate 12kg

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

【図1】所謂化粧コンクリートの断面図、1 is a sectional view of so-called decorative concrete,

【図2】従来の洗い出し工法の説明図、FIG. 2 is an explanatory view of a conventional washing-out method,

【図3】従来の洗い出し工法の説明図、FIG. 3 is an explanatory view of a conventional washing-out method,

【図4】従来の洗い出し工法の説明図、FIG. 4 is an explanatory view of a conventional washing-out method,

【図5】本発明方法の工程途中図、FIG. 5 is a process intermediate diagram of the method of the present invention,

【図6】本発明方法で得られた化粧コンクリート。FIG. 6 is a decorative concrete obtained by the method of the present invention.

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成4年5月6日[Submission date] May 6, 1992

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0025[Name of item to be corrected] 0025

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0025】配合例 1 普通タイプ 化粧骨材の粒度12mmで形成層の総厚20mmの場合
(m2当り) 建材石 7里(石) 15kg ポルトランドセメント 8kg 珪砂 8kg SBR樹脂混和液 4kg 減水剤 40g 消泡剤 12g 化粧骨材 12kg 配合例 2 普通タイプ 化粧骨材の粒度6mmで形成層の総厚10mmの場合
(m2当り) 建材石 3里(石) 8kg ポルトランドセメント 5kg 珪砂 5kg SBR樹脂混和液 2kg 減水剤 25g 消泡剤 7g 化粧骨材 5kg 配合例 3 早強タイプ 化粧骨材の粒度12mmで洗い出し形成層の総厚20m
mの場合(m2当り) 建材石 7里(石) 15kg 早強セメント 2kg ポルトランドセメント 6kg 珪砂 8kg SBR樹脂混和液 4kg 減水剤 30g 消泡剤 12g 化粧骨材 12kg
Formulation example 1 Normal type When the grain size of the decorative aggregate is 12 mm and the total thickness of the formation layer is 20 mm (per m 2 ) Building material stone 7 ri (stone) 15 kg Portland cement 8 kg Silica sand 8 kg SBR resin mixture 4 kg Water reducing agent 40 g Foaming agent 12 g Decorative aggregate 12 kg Blending example 2 Normal type Decorative aggregate particle size 6 mm and total thickness of formation layer 10 mm (per m 2 ) Building material stone 3 ri (stone) 8 kg Portland cement 5 kg Silica sand 5 kg SBR resin admixture 2 kg Water-reducing agent 25 g Defoaming agent 7 g Decorative aggregate 5 kg Formulation example 3 Early-strength type Decorative aggregate with a particle size of 12 mm, washing layer total thickness 20 m
In case of m (per m 2 ) Building stone 7 ri (stone) 15 kg Early strength cement 2 kg Portland cement 6 kg Silica sand 8 kg SBR resin admixture 4 kg Water reducing agent 30 g Defoamer 12 g Decorative aggregate 12 kg

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 基礎材の上に平均粒子大きさ0.2〜1
5mmの石、セメント、砂、水および通常のコンクリー
ト用添加剤を含むコンクリート組成物を付設し、そのコ
ンクリート組成物が硬化しない間に前記石より大きな平
均粒子大きさを有する化粧骨材をそのコンクリート組成
物の表面に置き、その化粧骨材をそのコンクリート組成
物に置くと同時に又は置いた後にその化粧骨材に圧力を
加えて、その化粧骨材の1部をそのコンクリート組成物
の中に押し込み、その状態でそのコンクリート組成物を
硬化させることからなるコンクリート化粧方法
1. An average particle size of 0.2 to 1 on the base material.
A concrete composition containing 5 mm of stone, cement, sand, water and a conventional additive for concrete is attached, and a decorative aggregate having an average particle size larger than that of the stone is used while the concrete composition is not hardened. Placing it on the surface of the composition and applying pressure to the decorative aggregate at the same time as or after placing the decorative aggregate in the concrete composition, forcing part of the decorative aggregate into the concrete composition. , A concrete makeup method comprising curing the concrete composition in that state
【請求項2】 その化粧骨材をそのコンクリート組成物
の上に上から落下させ、その後にその化粧骨材に圧力を
加える請求項1の方法。
2. The method of claim 1 wherein the decorative aggregate is dropped onto the concrete composition from above and thereafter pressure is applied to the decorative aggregate.
JP4373492A 1992-02-28 1992-02-28 Facing method for concrete Pending JPH05239803A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4373492A JPH05239803A (en) 1992-02-28 1992-02-28 Facing method for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4373492A JPH05239803A (en) 1992-02-28 1992-02-28 Facing method for concrete

Publications (1)

Publication Number Publication Date
JPH05239803A true JPH05239803A (en) 1993-09-17

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP4373492A Pending JPH05239803A (en) 1992-02-28 1992-02-28 Facing method for concrete

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Country Link
JP (1) JPH05239803A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104141268A (en) * 2013-05-08 2014-11-12 上海通用汽车有限公司 Cement concrete, stone exposure cement road and construction method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6092501A (en) * 1983-10-24 1985-05-24 山崎 茂 Present position improvement in existing goose asphalt pavement

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6092501A (en) * 1983-10-24 1985-05-24 山崎 茂 Present position improvement in existing goose asphalt pavement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104141268A (en) * 2013-05-08 2014-11-12 上海通用汽车有限公司 Cement concrete, stone exposure cement road and construction method thereof

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