JPS6355254A - Method for modifying surface of concrete structure - Google Patents

Method for modifying surface of concrete structure

Info

Publication number
JPS6355254A
JPS6355254A JP19901586A JP19901586A JPS6355254A JP S6355254 A JPS6355254 A JP S6355254A JP 19901586 A JP19901586 A JP 19901586A JP 19901586 A JP19901586 A JP 19901586A JP S6355254 A JPS6355254 A JP S6355254A
Authority
JP
Japan
Prior art keywords
concrete
surfactant
concrete structure
mortar
modifying surface
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
JP19901586A
Other languages
Japanese (ja)
Inventor
富雄 田村
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co Ltd
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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP19901586A priority Critical patent/JPS6355254A/en
Publication of JPS6355254A publication Critical patent/JPS6355254A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、例えば工場、冷凍倉庫等の床、貯水槽等の底
版や壁、或いはヒユーム管等の耐摩耗性、耐衝撃性、耐
薬品性等の耐久性を要求されるコンクリート構造体の表
面改質方法に関する。
Detailed Description of the Invention (Field of Industrial Application) The present invention is useful for improving the abrasion resistance, impact resistance, and chemical resistance of, for example, floors of factories and cold storage warehouses, bottom plates and walls of water storage tanks, and humid pipes. This invention relates to a method for surface modification of concrete structures that require durability such as durability.

(従来の技術) 従来、この種のコンクリート構造体の表面改質方法とし
ては、硬化後のコンクリートの表面にポリマーを含浸さ
せたり、或いは樹脂コーテイング材や塗料を塗布するよ
うにした方法が知られている。
(Prior Art) Conventionally, methods for surface modification of this type of concrete structure include impregnating the surface of concrete after hardening with a polymer, or applying a resin coating material or paint. ing.

C発明が解決しようとする問題点) しかしながら、前記従来のコンクリート構造体の表面改
質方法は、コンクリートと異種の改質材料を用いる九め
に、改質材料の付層力に問題が有り剥離しやすく該コン
クリート構造体の表面に満足な耐久性を与えることがで
きないという不都合を有する。
C) Problems to be Solved by the Invention) However, the conventional surface modification method for concrete structures uses a modification material different from concrete, and has problems with the layering strength of the modification material, resulting in peeling. This has the disadvantage that the surface of the concrete structure cannot be given satisfactory durability.

(問題点を解決する九めの手段) 本発明は前記不都合を解消したコンクリート構造体の表
面改質法を提供することを目的とするもので、その発明
は、コンクリートが硬化する前に、該コンクリートの表
面に界面活性剤を作用させて該表面のコンクリートに凝
結不良を生ぜしめ、内部コンクリートが硬化した後に凝
結不良コンクリートを除去し、沈いて該凝結不良コンク
リート金除去さnfcコンクリートの表面に高強度モル
タルを打設することから成る。
(Ninth Means for Solving the Problems) An object of the present invention is to provide a method for surface modification of concrete structures that eliminates the above-mentioned disadvantages. A surfactant is applied to the surface of the concrete to cause poor setting in the concrete on the surface, and after the internal concrete has hardened, the poorly set concrete is removed, and the gold is removed from the poorly set concrete by sinking. Consists of pouring strength mortar.

コンクリートの表面に作用させる界面活性剤としては、
例えばリグ二スルホン酸塩やオキシカルボン酸塩等を主
成分とするものを用いる力ζコンクリートに凝結不良を
生ぜしぬるものであ几ばその種類を限定さするものでは
ない。ま九該界面活性剤は一般には15〜50 vt%
程度の水溶液として希釈して用い、一般には、該水溶液
をコンクリートの表面にスプレー散布、刷毛塗り等によ
って直接塗布して界面活性剤をコンクリートに作用させ
るが、該水溶液を予め型枠に塗布しておき、フンクリ−
が打設されると同時に界面活性剤が作用するようにして
もよい。
As a surfactant that acts on the surface of concrete,
For example, there are no limitations on the type of concrete used, as long as it causes poor setting in concrete that is mainly composed of ligdisulfonic acid salts, oxycarboxylic acid salts, etc. The surfactant is generally 15 to 50 vt%.
Generally, the aqueous solution is applied directly to the concrete surface by spraying, brushing, etc. to make the surfactant act on the concrete. Hey, Funkri
The surfactant may be applied at the same time as the concrete is placed.

ま九、前記界面活性剤によって凝結不良を起こし九コン
クリートは水ジェツトやワイヤブラシ等で除去するが、
その結果、凝結不良を起こしたコンクリートを除去され
九コンクリートの表面は粗面に形成さnると共に該表面
から骨材が突出して現われることとなる。
(9) Concrete caused by poor setting due to the above-mentioned surfactant is removed with a water jet, wire brush, etc.
As a result, the concrete that has caused poor setting is removed, and the surface of the concrete becomes rough and aggregates protrude from the surface.

前記のように凝結不良先起こしたコンクリートを除去さ
れたコンクリートの表面に打設する高強度モルタルとし
ては、例えば超緻密モルタル、超高強度モルタル等その
種類はコンクリート表面の改質目的に応じ適宜に選択す
ればよい。
As mentioned above, the types of high-strength mortar to be cast on the surface of concrete from which poor setting has occurred are removed, such as ultra-dense mortar, ultra-high-strength mortar, etc., depending on the purpose of modifying the concrete surface. Just choose.

(実施例) 次に、本発明の実施例を添付図蘭に付き説明する。(Example) Next, embodiments of the present invention will be described with reference to the accompanying drawings.

図面は、本発明をコンクリート床の表面改質に適用した
例を示すもので、まず第1図示の如く打設済みの未硬化
のコンクリート1の表面に、リグニスルホン酸塩系の界
面活性剤2の20 wt%水溶液を刷毛塗り塗布して該
コンクリート10表面に界面活性剤2を作用させ、該表
面のコンクリート1に凝結不良を生ゼしめる。次で、該
コンクリート1の内部が硬化し念後に、凝結不良コンク
リート3を水ジェツトで除去する。凝結不良コンクリー
ト5を除去され念後のコンクリート1の表面は、第2図
示の如く粗面化さn且つ該表面から骨材4が突出して現
われることとなる。次で、第3図示の如く該表面に超緻
密モルタル5を約10鵡浮に打設する。かくして、粗面
化され且つ骨材4が突出する該表面を介して既設のコン
クリート1と後打ちの超緻密モルタル5とが強固に一体
化し、該コンクリート1の表面が超緻密モルタル5によ
って改質されることとなる。
The drawing shows an example in which the present invention is applied to surface modification of a concrete floor. First, as shown in the first drawing, a lignosulfonate-based surfactant 2 is applied to the surface of poured uncured concrete 1. A 20 wt % aqueous solution is applied by brushing to cause the surfactant 2 to act on the surface of the concrete 10, causing poor setting in the concrete 1 on the surface. Next, after the inside of the concrete 1 has hardened, the poorly set concrete 3 is removed with a water jet. After the poorly set concrete 5 is removed, the surface of the concrete 1 is roughened as shown in the second figure, and aggregates 4 protrude from the surface. Next, as shown in FIG. 3, super-dense mortar 5 is placed on the surface to a depth of approximately 10 mm. In this way, the existing concrete 1 and the post-cast ultra-dense mortar 5 are firmly integrated through the roughened surface from which the aggregate 4 protrudes, and the surface of the concrete 1 is modified by the ultra-dense mortar 5. It will be done.

(発明の効果) このように本発明のコンクリート構造体の表面改質方法
によれば、コンクリートの表面に界面活性剤を作用させ
て凝結不良を生ぜしめ、該凝結不良コンフリートラ除去
した後の粗面化され且つ骨材が突出するコンクリート表
面に高強度モルタルを打設するようにしたので、該粗面
化され且つ骨材が突出する表面を介して既設のコンクリ
ートと後打ちの高強度モルタルとが強固に一体化し、該
コンクリートの表面を、これと一体化し友高強度モルタ
ルによって耐摩耗性、耐衝撃性、耐薬品性等の耐久性に
つき良好に改質できる効果を有する。
(Effects of the Invention) As described above, according to the method for surface modification of a concrete structure of the present invention, a surfactant is applied to the surface of concrete to cause poor setting, and after removing the poorly set comfre... Since high-strength mortar is placed on the roughened concrete surface where aggregates protrude, the existing concrete and the post-cast high-strength mortar are poured through the roughened surface where aggregates protrude. It has the effect that the surface of the concrete can be well modified in terms of durability such as abrasion resistance, impact resistance, and chemical resistance by integrating it with the Tomodaka strength mortar.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図乃至第3メグま本発明方法の実施の1例を示すも
ので、wc1図はコンクリートの表面に界面活性剤を作
用させて凝結不良を生ゼしぬ次状態の截断面図、M2図
は凝結不良コンクリートを除去し次状態の截断面図、第
3図は高強度モルタルを打設した状態の截断面図である
。 1・・・コンクリート   2・・・界面活性剤3・・
・凝結不良コンクリート 4・・・骨材      5・・・高強度モルタル外2
茗〜
Figures 1 to 3 show an example of the implementation of the method of the present invention, where Figure 1 is a cross-sectional view of the next state in which a surfactant is applied to the surface of concrete and no setting failure occurs; The figure is a cross-sectional view of the next state after removing poorly set concrete, and FIG. 3 is a cross-sectional view of the state after high-strength mortar has been cast. 1... Concrete 2... Surfactant 3...
・Poor setting concrete 4...Aggregate 5...Outside high strength mortar 2
Sweet potato~

Claims (1)

【特許請求の範囲】[Claims] コンクリートが硬化する前に、該コンクリートの表面に
界面活性剤を作用させて該表面のコンクリートに凝結不
良を生ぜしめ、内部コンクリートが硬化した後に凝結不
良コンクリートを除去し、次いで該凝結不良コンクリー
トを除去されたコンクリートの表面に高強度モルタルを
打設することから成るコンクリート構造体の表面改質方
法。
Before the concrete hardens, a surfactant is applied to the surface of the concrete to cause poor setting in the concrete on the surface, and after the internal concrete has hardened, the poorly set concrete is removed, and then the poorly set concrete is removed. A method for surface modification of concrete structures, which consists of placing high-strength mortar on the surface of concrete.
JP19901586A 1986-08-27 1986-08-27 Method for modifying surface of concrete structure Pending JPS6355254A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19901586A JPS6355254A (en) 1986-08-27 1986-08-27 Method for modifying surface of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19901586A JPS6355254A (en) 1986-08-27 1986-08-27 Method for modifying surface of concrete structure

Publications (1)

Publication Number Publication Date
JPS6355254A true JPS6355254A (en) 1988-03-09

Family

ID=16400695

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19901586A Pending JPS6355254A (en) 1986-08-27 1986-08-27 Method for modifying surface of concrete structure

Country Status (1)

Country Link
JP (1) JPS6355254A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5017645A (en) * 1988-02-01 1991-05-21 Xerox Corporation Photoresponsive imaging members with protective copolyurethane overcoatings

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5017645A (en) * 1988-02-01 1991-05-21 Xerox Corporation Photoresponsive imaging members with protective copolyurethane overcoatings

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