JPH06288100A - Repair method for concrete structure and repair material - Google Patents

Repair method for concrete structure and repair material

Info

Publication number
JPH06288100A
JPH06288100A JP7590293A JP7590293A JPH06288100A JP H06288100 A JPH06288100 A JP H06288100A JP 7590293 A JP7590293 A JP 7590293A JP 7590293 A JP7590293 A JP 7590293A JP H06288100 A JPH06288100 A JP H06288100A
Authority
JP
Japan
Prior art keywords
fibers
concrete structure
repair material
reinforcing
repair
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
Application number
JP7590293A
Other languages
Japanese (ja)
Other versions
JP3194061B2 (en
Inventor
Masami Kokubo
正美 小久保
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 JP07590293A priority Critical patent/JP3194061B2/en
Publication of JPH06288100A publication Critical patent/JPH06288100A/en
Application granted granted Critical
Publication of JP3194061B2 publication Critical patent/JP3194061B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To simplify a finish work, followed by repair of a concrete structure, without damaging a repair material. CONSTITUTION:In a method wherein a cloth-form fibers 2 for reinforcement having a strength higher than that of concrete is stuck on a concrete structure 1 to effect reinforcement, cloth-form fibers 2 are stuck on a reinforcement surface 1a of a concrete structure with a distance 3 therebetween. A repair material 6 prepared such that the fibers for reinforcement are superposed with a finishing plate 8, such as mortar and stones, is stuck on the distance 3 part and the precedingly stuck cloth-form fibers 2 for reinforcement are intercoupled through the fibers for reinforcement of the repair material 6. Thus, simultaneously with repair, a finishing work is carried out to shorten a work time. The finishing work is simply effected without damaging the repair material. Manufacture of the repair material wherein the fibers for reinforcement having a strength higher than that of concrete is superposed with the finishing material, such as mortar and a stone, is also facilitated.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート製の梁や
柱等、或いは、橋脚、煙突等のコンクリート構造物の補
修方法とその補修に使用される補修材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing concrete beams and columns, concrete structures such as bridge piers and chimneys, and a repair material used for the repair.

【0002】[0002]

【従来の技術】従来、既存の上記のようなコンクリート
構造物を補強する場合、図1に示すように、補修するコ
ンクリート構造物aを下地調整した後、そこにプライマ
ーbを塗布し、芳香族ポリアミド繊維、炭素繊維やガラ
ス繊維等のコンクリートよりも引張強度の大きい補強用
繊維を長尺布状に編織した補修材cを巻き付け、更にそ
の上から塗り仕上材dを塗布する方法が知られている。
2. Description of the Related Art Conventionally, in the case of reinforcing an existing concrete structure as described above, as shown in FIG. 1, after a concrete structure a to be repaired is conditioned, a primer b is applied to the concrete structure a to make it aromatic. A method is known in which a repairing material c formed by weaving a reinforcing fiber having a tensile strength higher than that of concrete such as polyamide fiber, carbon fiber or glass fiber into a long cloth is wound, and further a coating material d is applied thereon. There is.

【0003】[0003]

【発明が解決しようとする課題】上記の方法では、補修
材cを巻き付けた後は塗り仕上材dの数ミクロンの薄い
塗膜しかその表面に存在しないので、補修材cの保護が
十分でなく、補強後の耐久性が確実でない。そのために
は、更に補修材cの上から保護カバーを設ければよい
が、これを補修材cを損傷しないように避けて設けるこ
とは難しい。
In the above method, since the thin coating film of the coating material d having a thickness of several microns is present on the surface after the repair material c is wound, the repair material c is not sufficiently protected. , The durability after reinforcement is not certain. For that purpose, a protective cover may be further provided on the repair material c, but it is difficult to avoid this so as not to damage the repair material c.

【0004】本発明は、コンクリート構造物の補修に伴
う仕上作業を補修材を損なうことなく簡単に行なえる方
法を提供すること及びこれに適した補修材を提供するこ
とを目的とするものである。
An object of the present invention is to provide a method for easily performing a finishing work associated with the repair of a concrete structure without damaging the repair material, and to provide a repair material suitable for the method. .

【0005】[0005]

【課題を解決するための手段】本発明では、コンクリー
ト構造物にコンクリートよりも高強度の布状の補強用繊
維を貼着して補強する方法に於いて、コンクリート構造
物の補強面に、間隔を存して布状の補強用繊維を貼着
し、該間隔に該補強用繊維にモルタルや石材等の仕上板
材を重合した補修材を貼着し、該補修材の補強用繊維に
より先に貼着した各布状の補強用繊維を連結することに
より、上記の目的を達成するようにした。該補強用繊維
には、芳香族ポリアミド繊維、ガラス繊維や炭素繊維の
高強度繊維が使用される。
According to the present invention, there is provided a method for attaching a reinforcing fiber having a strength higher than that of concrete to a concrete structure to reinforce the concrete structure. A cloth-like reinforcing fiber is affixed, and a repair material obtained by polymerizing a finishing plate material such as mortar or stone on the reinforcing fiber is affixed to the spacing, and the reinforcing fiber of the repair material is used first. The above objects were achieved by connecting the attached cloth-like reinforcing fibers. As the reinforcing fiber, high strength fiber such as aromatic polyamide fiber, glass fiber or carbon fiber is used.

【0006】[0006]

【作用】コンクリート構造物の補修する箇所の下地を処
理し、その上に適当な間隔を存してプライマーを塗布し
たのちそこへ布状の補強用繊維を貼着する。次いで該間
隔部分にもプライマーを塗布し、該補強用繊維と仕上板
材を重合した補修材を該構造物の補強面の略全面に貼着
する。該補修材は補強用繊維側の面を貼着するが、これ
の補強用繊維はプライマーが硬化すると先に貼着した補
強用繊維と連続して一体化するので、該構造物に加わる
剪断力に耐えるように補強作用を営む。該補修材はその
表面側が仕上板材で覆われているので、これを貼着すれ
ば補強作業と仕上作業が同時に完了し、作業が簡単且つ
短時間で終了する。
The function is to treat the groundwork of the portion to be repaired of the concrete structure, apply the primer on the groundwork at an appropriate interval, and then apply the cloth-like reinforcing fiber thereto. Then, a primer is also applied to the gap portion, and a repair material obtained by polymerizing the reinforcing fiber and the finishing plate material is attached to substantially the entire reinforcing surface of the structure. The surface of the repairing material on the side of the reinforcing fiber is attached, but since the reinforcing fiber of this is continuously integrated with the previously attached reinforcing fiber when the primer is cured, the shearing force applied to the structure is increased. Performs a reinforcing action to withstand. Since the surface side of the repair material is covered with a finishing plate material, if it is attached, the reinforcing work and the finishing work are completed at the same time, and the work is completed easily and in a short time.

【0007】[0007]

【実施例】本発明の実施例を図面に基づき説明すると、
図2に於いて符号1は補修するコンクリート構造物を示
し、その補強面1aにケレン等を施して下地を調整して
おく。この補強面1aに間隔を存して布状の補強用繊維
2を貼着するために、間隔3を存してプライマー4を塗
布する。この実施例はコンクリート構造物1が角型柱で
あるので、該布状の補強用繊維2を四隅の出張部に貼着
した。該補強用繊維2は、コンクリートよりも引張強度
の大きい芳香族ポリアミド繊維、炭素繊維やガラス繊維
を編織して布状に形成した。次いで間隔3及び貼着した
布状の補強用繊維2の上にもプライマー5を塗り、そこ
へ補修材6を貼着する。該補修材6は、図3のように、
内面に上記布状の補強用繊維2と同様の補強用繊維7と
セメントモルタルやタイル或いは石材等の仕上板材8を
重合した構成を有し、図示の例では平板角型状の外形で
その幅を該構造物1の幅寸法に適合するように形成し
た。
Embodiments of the present invention will be described with reference to the drawings.
In FIG. 2, reference numeral 1 indicates a concrete structure to be repaired, and its reinforcing surface 1a is provided with keren or the like to adjust the base. In order to attach the cloth-like reinforcing fibers 2 to the reinforcing surface 1a with a gap, the primer 4 is applied with a gap 3 between them. In this example, since the concrete structure 1 is a square column, the cloth-like reinforcing fibers 2 were attached to the business trip parts at the four corners. The reinforcing fiber 2 was formed into a cloth by weaving an aromatic polyamide fiber, a carbon fiber or a glass fiber having a higher tensile strength than concrete. Next, the space 5 and the cloth-like reinforcing fiber 2 that has been adhered are also coated with the primer 5, and the repair material 6 is adhered thereto. The repair material 6 is, as shown in FIG.
The inner surface has a structure in which a reinforcing fiber 7 similar to the cloth-like reinforcing fiber 2 and a finishing plate material 8 such as cement mortar, tile, or stone material are polymerized, and in the example shown in the figure, the flat plate has a square outer shape and its width. Was formed to fit the width dimension of the structure 1.

【0008】該布状の補強用繊維2は補強面1aに間隔
3を存して貼着するので、その作業は比較的簡単であ
り、その間隔3を埋めるように貼着した補修材6は、プ
ライマーが硬化したときその裏面の補強用繊維7が各布
状の補強用繊維2を連結し、該構造物1の剪断補強作用
を行なうようになる。また、該補修材6の表面側には仕
上板材8が重合されているので、補強作業と同時に仕上
作業も進行し、特別な仕上げが不要で仕上げのために補
強用繊維2、7が損傷することもないので、作業を安全
に短時間で行なえる。該仕上板材8の厚さは数mm〜数cm
のものが好ましい。
Since the cloth-like reinforcing fibers 2 are attached to the reinforcing surface 1a with a gap 3 therebetween, the work is relatively easy, and the repair material 6 attached so as to fill the gap 3 is When the primer is cured, the reinforcing fibers 7 on the back surface of the primer connect the cloth-like reinforcing fibers 2 and perform the shear reinforcing action of the structure 1. Further, since the finishing plate material 8 is superposed on the surface side of the repair material 6, the finishing work progresses at the same time as the reinforcing work, no special finishing is required, and the reinforcing fibers 2 and 7 are damaged due to the finishing. Since it does not happen, work can be done safely and in a short time. The thickness of the finishing plate 8 is several mm to several cm
Are preferred.

【0009】本発明の具体的実施例を説明すると、コン
クリート構造物1が30×30cmで長さ3mの角柱であ
る場合、その表面を下地調整してプライマー4を各補強
面1aの左右に10cm幅で塗布し、隅角部に長さ4m、
幅20cmの芳香族ポリアミド繊維の補強用繊維2の布を
貼着した。間隔3は10cmである。次いで補強用繊維2
の上と間隔3にプライマー5を塗り、そこに30×30
cmの角型の補修材6を貼着した。該補修材6の補強用繊
維7は芳香族ポリアミド繊維を布状に編織したもので、
これに10mmのセメントモルタルの仕上板材8を重合し
たものを使用した。以上の補強作業に要した時間は3時
間であった。
Explaining a concrete example of the present invention, when the concrete structure 1 is a prism of 30 × 30 cm and length of 3 m, the surface of the concrete structure 1 is adjusted to be a primer, and the primer 4 is placed 10 cm to the left and right of each reinforcing surface 1a. Apply with a width of 4m at the corner,
A cloth of reinforcing fiber 2 of aromatic polyamide fiber having a width of 20 cm was attached. Interval 3 is 10 cm. Then reinforcing fiber 2
Apply primer 5 to the top and space 3 and apply 30 × 30 to it.
The cm-shaped repair material 6 was attached. The reinforcing fiber 7 of the repair material 6 is a cloth-woven aromatic polyamide fiber,
A product obtained by polymerizing a finishing plate material 8 of 10 mm cement mortar was used. The time required for the above reinforcing work was 3 hours.

【0010】[0010]

【発明の効果】以上のように本発明によるときは、コン
クリート構造物の補強面に、間隔を存して布状の補強用
繊維を貼着し、該間隔に該補強用繊維にモルタル等の仕
上板材を重合した補修材を貼着し、該補修材の補強用繊
維により先に貼着した各布状の補強用繊維を連結するよ
うにしたので、補修と同時に仕上作業を行なえて作業時
間が短縮され、仕上作業を補修材を損なうことなく簡単
に行なえる等の効果があり、コンクリートよりも高強度
の布状の補強用繊維に、モルタルや石材等の仕上板材を
重合した補修材はその製作も容易で安価に得られる等の
効果がある。
As described above, according to the present invention, cloth-like reinforcing fibers are adhered to the reinforcing surface of a concrete structure at intervals, and reinforced with mortar or the like at the intervals. The repair material obtained by polymerizing the finishing plate material is attached, and the cloth-like reinforcing fibers previously attached are connected by the reinforcing fibers of the repair material, so that the finishing work can be performed simultaneously with the repair work. Has the effect of shortening the finishing work and making it possible to easily carry out the finishing work without damaging the repair material.A repair material made by superposing a finishing plate material such as mortar or stone on cloth-like reinforcing fibers with higher strength than concrete It is easy to manufacture and can be obtained at low cost.

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

【図1】 従来の補強方法の工程の説明図FIG. 1 is an explanatory view of steps of a conventional reinforcing method.

【図2】 本発明の実施例の説明図FIG. 2 is an explanatory diagram of an embodiment of the present invention.

【図3】 本発明の方法に使用した補修材の斜視図FIG. 3 is a perspective view of a repair material used in the method of the present invention.

【符号の説明】[Explanation of symbols]

1 コンクリート構造物 1a 補強面 2、7 補強用繊維 3 間隔 4、5 プライマー 6 補修材 8 仕上板材 1 Concrete structure 1a Reinforcing surface 2, 7 Reinforcing fiber 3 Spacing 4, 5 Primer 6 Repair material 8 Finishing plate material

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート構造物にコンクリートより
も高強度の布状の補強用繊維を貼着して補強する方法に
於いて、コンクリート構造物の補強面に、間隔を存して
布状の補強用繊維を貼着し、該間隔に該補強用繊維にモ
ルタルや石材等の仕上板材を重合した補修材を貼着し、
該補修材の補強用繊維により先に貼着した各布状の補強
用繊維を連結することを特徴とするコンクリート構造物
の補修方法。
1. A method for adhering a fabric-like reinforcing fiber having a strength higher than that of concrete to a concrete structure to reinforce the concrete structure. Affixing fibers, and affixing a repair material obtained by polymerizing a finishing plate material such as mortar or stone to the reinforcing fibers at the intervals,
A method for repairing a concrete structure, characterized in that the reinforcing fibers of the repair material are connected to each other of the cloth-like reinforcing fibers previously attached.
【請求項2】 上記補強用繊維に、芳香族ポリアミド繊
維、ガラス繊維や炭素繊維の高強度繊維を使用すること
を特徴とする請求項1に記載のコンクリート構造物の補
修方法。
2. The method for repairing a concrete structure according to claim 1, wherein the reinforcing fibers are high strength fibers such as aromatic polyamide fibers, glass fibers and carbon fibers.
【請求項3】 コンクリートよりも高強度の布状の補強
用繊維に、モルタルや石材等の仕上板材を重合したこと
を特徴とするコンクリート構造物の補修材。
3. A repair material for a concrete structure, characterized in that a finishing plate material such as mortar or stone is polymerized with a cloth-like reinforcing fiber having higher strength than concrete.
JP07590293A 1993-04-01 1993-04-01 Repair method of concrete structure Expired - Fee Related JP3194061B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07590293A JP3194061B2 (en) 1993-04-01 1993-04-01 Repair method of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07590293A JP3194061B2 (en) 1993-04-01 1993-04-01 Repair method of concrete structure

Publications (2)

Publication Number Publication Date
JPH06288100A true JPH06288100A (en) 1994-10-11
JP3194061B2 JP3194061B2 (en) 2001-07-30

Family

ID=13589738

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07590293A Expired - Fee Related JP3194061B2 (en) 1993-04-01 1993-04-01 Repair method of concrete structure

Country Status (1)

Country Link
JP (1) JP3194061B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003206635A (en) * 2002-01-10 2003-07-25 Fumio Yasunaga Reinforced fiber sheet of structure, its manufacturing method and repair method of the structure
JP2007040025A (en) * 2005-08-04 2007-02-15 Shimizu Corp Reinforcing structure of structural body
JP2018040116A (en) * 2016-09-06 2018-03-15 株式会社大林組 Repair method of concrete structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003206635A (en) * 2002-01-10 2003-07-25 Fumio Yasunaga Reinforced fiber sheet of structure, its manufacturing method and repair method of the structure
JP2007040025A (en) * 2005-08-04 2007-02-15 Shimizu Corp Reinforcing structure of structural body
JP2018040116A (en) * 2016-09-06 2018-03-15 株式会社大林組 Repair method of concrete structure

Also Published As

Publication number Publication date
JP3194061B2 (en) 2001-07-30

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