JPH09111706A - Fixing method of beautiful aggregate on base body - Google Patents
Fixing method of beautiful aggregate on base bodyInfo
- Publication number
- JPH09111706A JPH09111706A JP26998395A JP26998395A JPH09111706A JP H09111706 A JPH09111706 A JP H09111706A JP 26998395 A JP26998395 A JP 26998395A JP 26998395 A JP26998395 A JP 26998395A JP H09111706 A JPH09111706 A JP H09111706A
- Authority
- JP
- Japan
- Prior art keywords
- beautiful
- aggregate
- sand
- synthetic resin
- beautiful 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.)
- Granted
Links
Landscapes
- Application Of Or Painting With Fluid Materials (AREA)
- Road Paving Structures (AREA)
- Floor Finish (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、美麗骨材をコンクリー
ト等の基体の上に固定する方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for fixing beautiful aggregate on a substrate such as concrete.
【0002】一般遊歩道、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、建物の外構において、図1において示されるよ
うにコンクリート等の基体の表面に美麗骨材と樹脂を混
合した砂利舗装が使用されて来た。本明細書において、
図1に示される構造のものを単に豆砂利舗装と云う。[0002] As shown in FIG. 1, the exterior of a building, such as a general promenade, a park, a garden, an entrance to a restaurant, a front entrance path, a plaza on a site of a building such as an art museum, a gymnasium, or a museum, is made of concrete or the like as shown in FIG. Gravel pavement in which beautiful aggregate and resin are mixed on the surface of a substrate has been used. In this specification,
The structure shown in FIG. 1 is simply called pea gravel pavement.
【0003】[0003]
【従来技術】従来の豆砂利舗装を下記のように製造され
た。2. Description of the Related Art A conventional pea gravel pavement was manufactured as follows.
【0004】(a) 基体の上に粒子の長径が0.5〜
20mmである美麗骨材を合成樹脂結合剤で結合させ
た。(図2)(A) The major axis of the particles is 0.5 to
A beautiful aggregate of 20 mm was bound with a synthetic resin binder. (Fig. 2)
【0005】しかしこの方法では、美麗骨材の隙間が容
積の20〜25%もある為に、施工後1年位いの経時変
化が激しく、特に表層の骨材が脱去して欠損したり、隙
間に土砂や塵が詰まり、美麗骨材の表面状態が汚くて、
見栄えが極端に悪くなり、問題となっていた。これを防
止する為に、美麗骨材の隙間にセメントペーストを流し
込んだ工法(特公平7−11178参照)が進められて
きたが、この方法では、ペーストの除去に作業人の技術
が必要となる。さらに工程のペーストが初期凝結になっ
たことの判定が幾分困難である。このために作業員の個
人差が出る。又洗い出しの際に作業者によってセメント
ペーストの洗い出し量が異なる。洗い出し量が多くなる
と美麗骨材が多く表われている状態になる。セメントペ
ーストの洗い出し量が少ないと、美麗骨材の表面露出量
が少なくなる。従って作業員の差によって表面状態が異
なった。これは異なる現場ではあまり問題にならない
が、同一状態に仕上げなければならない同じ現場では場
所ごとに表面状態が異なることは問題となった。However, in this method, since the gap between the beautiful aggregates is 20 to 25% of the volume, the time-dependent change of about one year after the construction is severe. The gaps are clogged with earth and sand, and the surface of the beautiful aggregate is dirty.
It looked bad and was a problem. In order to prevent this, a method of pouring cement paste into the gaps between the beautiful aggregates (see Japanese Patent Publication No. 7-1178) has been advanced, but this method requires the skill of a worker to remove the paste. . In addition, it is somewhat difficult to determine that the paste in the process has initially set. This results in individual differences among workers. In addition, the amount of the cement paste to be washed out varies depending on the operator during washing. When the amount of washing out increases, a state in which a lot of beautiful aggregates appear is obtained. When the washing amount of the cement paste is small, the surface exposure amount of the beautiful aggregate is small. Therefore, the surface condition was different depending on the difference of the workers. This is not a problem at different sites, but at the same site, which must be finished in the same state, there is a problem that the surface condition varies from place to place.
【0006】[0006]
【課題を解決するための手段】本発明者は基体の上に美
麗骨材を固定させるのに際し、合成樹脂結合剤で美麗骨
材を結合させ、次いで美麗骨材層の下方部分をモルタル
ペーストではなく、乾燥砂を埋めることで、乾燥粉末で
あるためにどのような作業員が作業しても表面状態が一
様な美麗骨材を固定層が得られることを発見して本発明
に至った。Means for Solving the Problems In fixing the beautiful aggregate on the substrate, the present inventors bind the beautiful aggregate with a synthetic resin binder, and then lower the beautiful aggregate layer with mortar paste. By burying dry sand, it was discovered that a fixed layer can be obtained with a beautiful aggregate having a uniform surface condition regardless of the work performed by any worker because it is a dry powder. .
【0007】本発明は、(a) 基体の上に粒子の長径
が0.5〜20mmである美麗骨材を合成樹脂結合剤で
結合させ、(b) その美麗骨材の隙間を乾燥した砂で
埋め、そして(c) その上に溶剤系又は水系合成樹脂
接着剤を散布し、少なくとも上方部分の砂を接着硬化さ
せる、各工程を含む基体上に美麗骨材を固定する方法に
関する。本発明において砂とは珪砂および/または通常
例えば建築用等に使用される砂を意味する。本発明は、
基体の上に存在する合成樹脂結合剤で結合した長径が
0.5〜20mmである美麗骨材、美麗骨材の隙間の下
方部分に存在する、乾燥砂粉末その粉末の上の部分に美
麗骨材の上部が露出するように、合成樹脂接着剤で硬化
した珪砂が存在する基体上の美麗骨材層にも関する。本
発明について図面によって説明する。図2において、基
体11上に長径は0.5〜20mmの美麗骨材14を載
せ、その美麗骨材14を合成樹脂接合材(図示せず)で
結合する。次いで、骨材14の隙間を、乾燥砂25で埋
める(図3参照)。もし必要ならばバイブレーターを使
用して、骨材の隙間を埋める。次いでその上に溶剤系又
は水系合成樹脂接着剤を散布する。その合成樹脂接着剤
溶液の散布によって砂が硬化する(図4参照)。この場
合、美麗骨材の隙間に存在する乾燥砂は、合成樹脂接着
剤溶液の散布によって、内部の空気が逃げ、接着硬化し
た際にその表面は下がる。その美麗骨材が表面から突出
した状態で砂は接着硬化する。本発明において、砂は勿
論その全体を接着硬化させるが、上方部分のみを硬化さ
せ、下方部分は粉末のままであっても、何んら、差しつ
えない 。珪砂は5号〜8号のものが好ましく、砂は3
0メッシュ以下が好ましい。乾燥砂の充填高さ調整は、
左官ブラシ又はデッキブラシが好ましい。美麗骨材とし
ては意匠性に優れた美麗な天然産の玉石または天然石の
砕石が好ましい。人工的に着色した骨材も使用に供する
ことはできるが、意匠的にあまり好ましいとはいえな
い。骨材の大きさとしては上で述べたように、長径が
0.5〜20mmの範囲のものが好ましい。これよりも
小さくなると肝心の意匠価値が急速に低減し、この範囲
よりも大きくなると被化粧体への塗り延べ作業性が困難
になる。特に壁面への適用においては、骨材が大きくな
るほど塗り延べた塗り組成物が落下しやすくなり、この
範囲をこえると施工は困難どころか、ほとんど不可能に
なる。合成樹脂結合剤としては、常温硬化性で透明なフ
イルムを形成するものはすべて適用が可能である。ビス
フェノールAまたはF型エポキシ樹脂とポリアミンまた
はポリチオールからなるエポキシ樹脂組成物、不飽和ポ
リエステル樹脂、エチレンのようなビニルモノマーおよ
び重合開始剤からなる不飽和ポリエステル樹脂組成物、
ポリイソシアネートとポリオールまたはポリエステルか
ら合成されるウレタンプレポリマーと硬化剤としてのポ
リアミンまたはポリオールからなるウレタン樹脂組成
物、あるいはアクリルポリオールとポリイソシアネート
からなるウレタン樹脂組成物などすべて適用可能であ
る。これら合成樹脂結合剤の粘度は500〜100,0
00センチポイズの範囲内にあることが好ましい。ここ
で床面は500〜7,000センチポイズ、壁面は2
0,000〜100,000センチポイズの範囲である
ことが好ましい。これよりも粘度が低くなると、壁面へ
の適用においては骨材を壁面にとどめることが困難にな
り、床面への適用において結合材が地下面に流下して接
着力が低下する。また粘度が高くなると双方とも作業性
が悪くなり、実用にならなくなる。適正な粘度は使用す
る天然骨材の大きさによっても異なる。一般的にいって
大きな骨材ほど高い粘度の結合剤を必要とする。骨材1
00の重量部に対する合成樹脂結合剤の添加量は、固形
分基準で3〜15重量部が好ましい。但しこれは床面は
少なく、壁面が多く必要とされる。添加量がこれよりも
少ないと骨材の結合力が弱すぎて実用上問題となり、こ
れよりも多い添加量は経済的に不適当であるばかりでな
く、自然暴露による変色の程度を高めるので実用上好ま
しくない。合成樹脂接着剤は、エポキシ樹脂、ウレタン
樹脂、アクリル樹脂、ポリ尿素樹脂、ポリエステル樹脂
等の接着剤が使用できる。特にウレタン樹脂接着剤が好
ましい。これらの樹脂接着剤は水又は有機溶剤に溶解又
は分散させて使用する。媒体として水が好ましい。樹脂
の濃度は3〜20%が好ましい。According to the present invention, there is provided (a) a beautiful aggregate having a long particle diameter of 0.5 to 20 mm bonded to a substrate with a synthetic resin binder, and (b) a gap between the beautiful aggregates is dried sand. And (c) spraying a solvent-based or water-based synthetic resin adhesive thereon and bonding and hardening at least the upper part of the sand to fix the beautiful aggregate on the substrate including the respective steps. In the present invention, sand means silica sand and / or sand usually used for, for example, construction purposes. The present invention
Beautiful aggregate having a major axis of 0.5 to 20 mm bonded with a synthetic resin binder present on the base, dry sand powder present in the lower part of the gap between the beautiful aggregates, and beautiful bone on the upper part of the powder It also relates to a fine aggregate layer on a substrate in which silica sand cured with a synthetic resin adhesive is present so that the top of the aggregate is exposed. The present invention will be described with reference to the drawings. In FIG. 2, a beautiful aggregate 14 having a long diameter of 0.5 to 20 mm is placed on a base 11, and the beautiful aggregate 14 is joined with a synthetic resin joining material (not shown). Next, the gap between the aggregates 14 is filled with dry sand 25 (see FIG. 3). If necessary, use a vibrator to fill the gaps in the aggregate. Next, a solvent-based or water-based synthetic resin adhesive is sprayed thereon. The sand is hardened by spraying the synthetic resin adhesive solution (see FIG. 4). In this case, the dry sand existing in the gaps between the beautiful aggregates is evacuated by spraying the synthetic resin adhesive solution, and the surface is lowered when the adhesive is hardened. The sand is adhesively hardened while the beautiful aggregate protrudes from the surface. In the present invention, the sand as a whole is, of course, adhesively hardened, but only the upper portion is hardened, and the lower portion remains powdered. Silica sand is preferably No. 5 to No. 8 and sand is 3
It is preferably 0 mesh or less. Adjustment of filling height of dry sand
Plasterer or deck brushes are preferred. As a beautiful aggregate, a beautiful natural cobble stone or a crushed natural stone which is excellent in design is preferable. Artificially colored aggregates can also be used, but are less preferred in design. As described above, the size of the aggregate is preferably one having a major axis in the range of 0.5 to 20 mm. If it is smaller than this, the essential design value is rapidly reduced, and if it is larger than this range, it becomes difficult to apply the composition to the object to be coated. In particular, in application to a wall surface, the larger the aggregate becomes, the more easily the applied coating composition falls, and if it exceeds this range, the application is difficult, if not impossible. As the synthetic resin binder, any one that forms a transparent film that is curable at room temperature can be used. An epoxy resin composition comprising a bisphenol A or F type epoxy resin and a polyamine or polythiol, an unsaturated polyester resin, an unsaturated polyester resin composition comprising a vinyl monomer such as ethylene and a polymerization initiator,
A urethane resin composition comprising a urethane prepolymer synthesized from a polyisocyanate and a polyol or polyester and a polyamine or a polyol as a curing agent, or a urethane resin composition comprising an acrylic polyol and a polyisocyanate are all applicable. The viscosity of these synthetic resin binders is 500-100,0.
It is preferably within the range of 00 centipoise. Here, the floor is 500 to 7,000 centipoise, and the wall is 2
Preferably, it is in the range of 000 to 100,000 centipoise. If the viscosity is lower than this, it is difficult to keep the aggregate on the wall surface when applied to the wall surface, and the binder flows down to the underground surface when applied to the floor surface, and the adhesive strength is reduced. In addition, when the viscosity increases, the workability of both becomes poor, and it becomes impractical. The appropriate viscosity also depends on the size of the natural aggregate used. Generally speaking, larger aggregates require higher viscosity binders. Aggregate 1
The amount of the synthetic resin binder to be added is preferably 3 to 15 parts by weight based on the solid content based on 00 parts by weight. However, this requires a small floor surface and many wall surfaces. If the addition amount is less than this, the bonding strength of the aggregate is too weak, causing a problem in practical use, and the addition amount larger than this is not only economically inappropriate, but also increases the degree of discoloration due to natural exposure, so it is practical Not preferred. As the synthetic resin adhesive, an adhesive such as an epoxy resin, a urethane resin, an acrylic resin, a polyurea resin, or a polyester resin can be used. Particularly, a urethane resin adhesive is preferable. These resin adhesives are used after being dissolved or dispersed in water or an organic solvent. Water is preferred as the medium. The concentration of the resin is preferably 3 to 20%.
【実施例1】ビスフェノールA型の液状エポキシ樹脂
(エピコート828、油化シエル)100重量部に硬化
剤としての60重量部の変性ポリアミン(サンマイド1
M−544、三和化学)、反応性希釈剤として16重量
部のブチルグリシジルエーテルを加え、均一に混合して
粘度約1,000センチポイズの結合剤とした。ここで
調整された結合剤1重量部に対して14重量部の長径1
0mmの天然産玉石を加え、結合剤を骨材表面に一様に
まぶして塗り組成物とした。塗り組成物は金鏝を使用し
て屋外のコンクリートの上に約10mmの厚さに塗り延
べ、約12時間放置して硬化させ多孔性骨材層とした。
次いで乾燥珪砂7号を、その骨材の上部が3mm程度露
出するようにバイブレーターを使用してその骨材の隙間
に埋めた。次いでアクリル樹脂20%水溶液を800g
/m2散布し、珪砂を接着硬化させた。その豆砂利舗装
は、美麗さを保ったままで隙間が充填されて、強度補強
になった。EXAMPLE 1 60 parts by weight of a modified polyamine (Sunmide 1) as a curing agent was added to 100 parts by weight of a liquid epoxy resin of bisphenol A type (Epicoat 828, oiled shell).
M-544, Sanwa Chemical Co., Ltd.) and 16 parts by weight of butyl glycidyl ether as a reactive diluent were added and mixed uniformly to obtain a binder having a viscosity of about 1,000 centipoise. 14 parts by weight of major axis 1 with respect to 1 part by weight of the binder adjusted here
A natural cobblestone of 0 mm was added, and the binder was evenly applied to the surface of the aggregate to obtain a coating composition. The coating composition was applied to a thickness of about 10 mm on concrete outdoors using a gold trowel and left to cure for about 12 hours to form a porous aggregate layer.
Next, dry silica sand No. 7 was filled in the gap between the aggregates using a vibrator so that the upper portion of the aggregates was exposed by about 3 mm. Next, 800 g of 20% acrylic resin aqueous solution
/ M 2 to bond and harden the silica sand. The beaded gravel pavement was filled with gaps while maintaining its beauty, thus reinforcing the strength.
【効果】本発明では、乾燥した珪砂及び砂を充填するの
で容易に予め定めた一定の厚さまで骨材の隙間を埋める
ことができ、作業員によるバラツキをなくすことができ
るので、従来の豆砂利舗装で隙間を充填しない時の美麗
さと、それほど変わらない美麗さを保つことができる。
更に経時による隙間への土砂や塵の流入に対しては、完
全に防止でき又隙間による強度不足から発生する早期の
骨材脱去率を低減できる、美麗骨材の豆砂利舗装とな
る。According to the present invention, since dry silica sand and sand are filled, gaps in the aggregate can be easily filled up to a predetermined thickness, and variations due to workers can be eliminated. The beauty when not filling the gap with pavement and the beauty that does not change so much can be maintained.
Further, it is possible to provide a fine aggregate pea gravel pavement which can completely prevent the inflow of earth and sand and dust into the gap due to aging and can reduce the early rate of aggregate removal due to insufficient strength due to the gap.
【図1】 所謂豆砂利舗装の断面図である。FIG. 1 is a sectional view of a so-called pea gravel pavement.
【図2】 従来の方法の美麗骨材を合成樹脂結合剤で結
合した状態の断面図。FIG. 2 is a cross-sectional view showing a state in which beautiful aggregate of a conventional method is bonded with a synthetic resin binder.
【図3】 図2のものに珪砂及び砂で埋めた状態の断面
図。FIG. 3 is a cross-sectional view of the state of FIG. 2 filled with quartz sand and sand.
【図4】 図3のものを硬化した状態の断面図。FIG. 4 is a cross-sectional view of a state where the one in FIG. 3 is cured.
Claims (2)
〜20mmである美麗骨材を合成樹脂結合剤で結合さ
せ、 (b) その美麗骨材の隙間を乾燥砂で埋め、 (c) その上に溶剤系又は水系合成樹脂接着剤を散布
し、少なくとも上方部分の砂を接着硬化させる、 各工程を含む基体上に美麗骨材を固定する方法。1. The method according to claim 1, wherein (a) the major axis of the particles is 0.5
(B) fill the gaps between the beautiful aggregates with dry sand, and (c) spray a solvent-based or water-based synthetic resin adhesive on the A method of fixing a beautiful aggregate on a substrate including the steps of bonding and hardening sand in an upper portion.
合した長径が0.5〜20mmである美麗骨材、美麗骨
材の隙間の下方部分に存在する、乾燥砂粉末、その粉末
の上の部分に美麗骨材の上部が露出するように合成樹脂
接着剤で硬化した砂が存在する基体上の美麗骨材層。2. A beautiful aggregate having a major axis of 0.5 to 20 mm bonded with a synthetic resin binder present on a substrate, a dry sand powder present in a lower part of a gap between the beautiful aggregates, A beautiful aggregate layer on a substrate in which sand hardened with a synthetic resin adhesive is present so that the upper part of the beautiful aggregate is exposed in the upper part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26998395A JP2696083B2 (en) | 1995-10-18 | 1995-10-18 | How to fix beautiful aggregate on substrate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26998395A JP2696083B2 (en) | 1995-10-18 | 1995-10-18 | How to fix beautiful aggregate on substrate |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09111706A true JPH09111706A (en) | 1997-04-28 |
JP2696083B2 JP2696083B2 (en) | 1998-01-14 |
Family
ID=17479943
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26998395A Expired - Fee Related JP2696083B2 (en) | 1995-10-18 | 1995-10-18 | How to fix beautiful aggregate on substrate |
Country Status (1)
Country | Link |
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JP (1) | JP2696083B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003080161A (en) * | 2001-09-12 | 2003-03-18 | Aica Kogyo Co Ltd | Finishing method for coating |
JP2004257002A (en) * | 2003-02-24 | 2004-09-16 | Nippo Corporation:Kk | Road surface temperature rise restraining pavement body and its construction method |
-
1995
- 1995-10-18 JP JP26998395A patent/JP2696083B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003080161A (en) * | 2001-09-12 | 2003-03-18 | Aica Kogyo Co Ltd | Finishing method for coating |
JP2004257002A (en) * | 2003-02-24 | 2004-09-16 | Nippo Corporation:Kk | Road surface temperature rise restraining pavement body and its construction method |
Also Published As
Publication number | Publication date |
---|---|
JP2696083B2 (en) | 1998-01-14 |
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