JPH0444055B2 - - Google Patents
Info
- Publication number
- JPH0444055B2 JPH0444055B2 JP60024249A JP2424985A JPH0444055B2 JP H0444055 B2 JPH0444055 B2 JP H0444055B2 JP 60024249 A JP60024249 A JP 60024249A JP 2424985 A JP2424985 A JP 2424985A JP H0444055 B2 JPH0444055 B2 JP H0444055B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- cracks
- crack
- concrete surface
- speed
- 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 - Lifetime
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は建築物のコンクリート面の処理方法に
係り、より詳しくはそのコンクリート面に生じた
クラツクに対して善処するのに好適な方法に関す
る。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for treating concrete surfaces of buildings, and more particularly to a method suitable for dealing with cracks occurring on the concrete surfaces.
(従来の技術)
一般に建築物の床面や壁面を形成するコンクリ
ート面には、長期間経過すると、コンクリートの
中性化、鉄筋の腐食、振動等により、クラツクが
入り、このクラツクを放置すると、クラツクから
水が浸入して鉄筋の腐食を増長させたり、クラツ
クが次第に大きくなる問題があつた。そこで、ク
ラツクの小さいうちにクラツクに補修材を詰め込
むなどの善処が望まれるが、このクラツクは微小
であるため、肉眼での発見がむずかしく、仮に発
見できてもそのままではクラツクに補修材を詰め
込むことは、非常に困難であつた。(Prior Art) In general, concrete surfaces that form the floors and walls of buildings develop cracks over a long period of time due to neutralization of the concrete, corrosion of reinforcing bars, vibration, etc. If these cracks are left untreated, There were problems with water entering through the cracks, increasing corrosion of the reinforcing bars, and cracks gradually becoming larger. Therefore, it is desirable to take measures such as filling the crack with repair material while it is still small, but since the crack is so small, it is difficult to detect it with the naked eye, and even if it is found, it is difficult to fill the crack with repair material. was extremely difficult.
(発明の目的)
本発明は上記の問題を解消することを目的とし
てなされたものである。(Object of the Invention) The present invention has been made with the aim of solving the above problems.
(発明の構成)
本発明の発明者は、コンクリートにおけるクラ
ツク処理に対する強い熱意から、数々の研究、実
験を重ね、今回ようやくにして画期的な方法を発
明することができたものである。(Structure of the Invention) The inventor of the present invention has a strong passion for crack treatment in concrete, has conducted numerous studies and experiments, and has finally been able to invent an epoch-making method.
以下、本発明の処理方法について図面に基づき
詳細に説明する。 Hereinafter, the processing method of the present invention will be explained in detail based on the drawings.
例えば、建造物の床面を形成するコンクリート
面1に対して移動式シヨツトブラスト装置2によ
りシヨツト、グリツト等の鋼粒を投射する。すな
わち、ケーシング3に回転自在に内装されたイン
ペラ(図示せず)をモータ4をもつて高速回転さ
せ、かつ車輪5,6をもつて矢印7方向へ移動さ
せ、これによつて、粒度0.6〜2.0mmの鋼粒を投射
密度(単位時間(分)に単位面積(m2)に対して
投射する鋼粒の重量)75〜300Kg/m2・min、投
射速度60〜90m/secで、コンクリート面1に斜
め上方から投射する。ここに、粒度0.6〜2.0mmの
鋼粒を投射密度75〜300Kg/m2・min、投射速度
60〜90m/secで投射することは、高度・強度の
高いコンクリート表面の粗面化およびクラツクの
顕在化に有効であつて、このような条件で鋼粒を
投射すると、鋼粒の衝突によつてコンクリートの
表面は削られて粗面化するとともに、特に、コン
クリートのクラツクの部分は、欠けやすいために
鋼粒の衝突によつて破壊されてクラツクは深く抉
られ、V字型溝になる。 For example, a mobile shot blasting device 2 projects steel particles such as shot and grit onto a concrete surface 1 that forms the floor of a building. That is, an impeller (not shown) rotatably housed in a casing 3 is rotated at high speed by a motor 4 and moved in the direction of arrow 7 by wheels 5 and 6, thereby reducing particle size from 0.6 to 2.0 mm steel grains are applied to concrete at a projection density (weight of steel grains projected per unit area (m 2 ) per unit time (minute)) of 75 to 300 Kg/m 2 min and a projection speed of 60 to 90 m/sec. Project onto surface 1 diagonally from above. Here, steel grains with a grain size of 0.6 to 2.0 mm are shot at a projection density of 75 to 300 Kg/m 2 min and a projection speed of
Projecting at a speed of 60 to 90 m/sec is effective for roughening the surface of high-grade, high-strength concrete and making cracks appear, and projecting steel particles under these conditions can cause damage due to collisions of steel particles. As a result, the surface of the concrete is scraped and roughened, and the cracks in the concrete are particularly prone to chipping, so they are destroyed by collisions with steel grains, and the cracks are gouged deeply, forming V-shaped grooves.
一方上記の条件範囲よりも下回る条件で投射す
る場合はコンクリート表面の粗面化が困難であ
り、またこれらの条件範囲よりも上回る条件で投
射する場合はコンクリート表面が破壊されて大き
な凹凸状態になつてしまう。かくして投射された
鋼粒はコンクリート面1に衝突した後跳ね反え
り、回収筒8内を通つてホツパ9に吸引回収さ
れ、集塵機(図示せず)に連通する可撓ダクト1
2を介してコンクリート粉等の塵埃を吸引除去さ
れた後、インペラにより再び投射される。この結
果、コンクリート面1は粗面化されると同時にク
ラツク10の基端部が破砕されて、第3図に示す
状態から第4図に示す状態に変形され、クラツク
10の基端部にV字型溝11が形成される。した
がつて、コンクリート面1に入つたクラツク10
を肉眼で容易に発見できるようになり、しかも、
V字型溝11からクラツク10内に補修材を容易
に詰め込むことができるようになる。さらに、コ
ンクリート面1は適度に粗面化された状態になる
ため、表面に表層材を塗布する場合にはその付着
が強固になる。 On the other hand, when projecting under conditions below the above range, it is difficult to roughen the concrete surface, and when projecting under conditions above these ranges, the concrete surface may be destroyed and become highly uneven. I end up. After colliding with the concrete surface 1, the thus-projected steel grains bounce back, pass through a collection cylinder 8, are sucked and collected by a hopper 9, and are moved into a flexible duct 1 that communicates with a dust collector (not shown).
After dust such as concrete powder is suctioned and removed through the filter 2, it is projected again by the impeller. As a result, the concrete surface 1 is roughened and at the same time the base end of the crack 10 is crushed, deforming from the state shown in FIG. 3 to the state shown in FIG. A letter-shaped groove 11 is formed. Therefore, the crack 10 that entered the concrete surface 1
can now be easily detected with the naked eye, and
Repair material can be easily filled into the crack 10 from the V-shaped groove 11. Furthermore, since the concrete surface 1 is in a moderately roughened state, when a surface layer material is applied to the surface, the adhesion becomes strong.
なお、上記の実施例では、床面を処理するよう
にしているが、壁面を処理しても同様の効果を得
ることができる。 In the above embodiment, the floor surface is treated, but the same effect can be obtained even if the wall surface is treated.
(発明の効果)
以上の説明からも明らかなように本発明は、ク
ラツクの入つたコンクリート面に対し、粒度0.6
〜2.0mmの鋼粒を、投射密度75〜300Kg/m2・
min、投射速度60〜90m/secで投射するもので
あるから、そのコンクリート面を削るとともに破
壊して、コンクリート面を粗面化すると同時にク
ラツクの基端部にV字型溝を形成することがで
き、これに伴つて、クラツクの発見、クラツクへ
の補修材の詰込みが非常に容易になつてクラツク
の補修を短時間で効率よく行うことができるよう
になり、しかもコンクリート面の粗面化により表
層材のコンクリート面に対する付着力が大きくな
るなどの優れた効果を奏する。(Effects of the Invention) As is clear from the above explanation, the present invention has a particle size of 0.6 on concrete surfaces with cracks.
~2.0mm steel grains with a projection density of 75~300Kg/ m2・
Since the concrete is projected at a speed of 60 to 90 m/sec, it is possible to scrape and break the concrete surface, roughen the concrete surface, and at the same time form a V-shaped groove at the base end of the crack. Along with this, it has become much easier to find cracks and fill them with repair materials, making it possible to repair cracks quickly and efficiently, and also to reduce the roughness of concrete surfaces. This produces excellent effects such as increasing the adhesion of the surface material to the concrete surface.
図面は本発明方法の実施状態を示す説明図であ
り、第1図は側面図、第2図は平面図、第3図は
第1図のA部拡大図、第4図は第1図のB部拡大
図である。
1……コンクリート面、2……シヨツトブラス
ト装置、10……クラツク、11……V字型溝。
The drawings are explanatory diagrams showing the implementation state of the method of the present invention, and FIG. 1 is a side view, FIG. 2 is a plan view, FIG. 3 is an enlarged view of section A in FIG. 1, and FIG. 4 is an enlarged view of section A in FIG. It is an enlarged view of part B. 1...Concrete surface, 2...Shot blasting device, 10...Crack, 11...V-shaped groove.
Claims (1)
粒を、投射密度75〜300Kg/m2・min、投射速度
60〜90m/secで投射して、そのコンクリート面
を粗面化すると同時にクラツクの基端部にV字型
溝を形成することを特徴とする建築物のコンクリ
ート面の処理方法。1 Steel particles with a grain size of 0.6 to 2.0 mm are applied to the concrete surface at a projection density of 75 to 300 kg/m 2 min and a projection speed.
A method for treating a concrete surface of a building, characterized by roughening the concrete surface and simultaneously forming a V-shaped groove at the base end of the crack by projecting at a speed of 60 to 90 m/sec.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2424985A JPS61183566A (en) | 1985-02-08 | 1985-02-08 | Surface treatment of concrete of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2424985A JPS61183566A (en) | 1985-02-08 | 1985-02-08 | Surface treatment of concrete of building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61183566A JPS61183566A (en) | 1986-08-16 |
| JPH0444055B2 true JPH0444055B2 (en) | 1992-07-20 |
Family
ID=12132967
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2424985A Granted JPS61183566A (en) | 1985-02-08 | 1985-02-08 | Surface treatment of concrete of building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61183566A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6330697B2 (en) * | 2015-02-27 | 2018-05-30 | カシオ計算機株式会社 | Substrate unit and watch |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS583111A (en) * | 1981-06-30 | 1983-01-08 | Fujitsu Ltd | Diagnostic system for magnetic recorder |
| JPS5982653U (en) * | 1982-11-26 | 1984-06-04 | 小野寺 春男 | Grinding device for walls, etc. |
-
1985
- 1985-02-08 JP JP2424985A patent/JPS61183566A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61183566A (en) | 1986-08-16 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |