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JP2571436B2 - Concrete thickening method - Google Patents
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JP2571436B2 - Concrete thickening method - Google Patents

Concrete thickening method

Info

Publication number
JP2571436B2
JP2571436B2 JP1072985A JP7298589A JP2571436B2 JP 2571436 B2 JP2571436 B2 JP 2571436B2 JP 1072985 A JP1072985 A JP 1072985A JP 7298589 A JP7298589 A JP 7298589A JP 2571436 B2 JP2571436 B2 JP 2571436B2
Authority
JP
Japan
Prior art keywords
concrete
dust
amount
adhesive tape
concrete 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.)
Expired - Fee Related
Application number
JP1072985A
Other languages
Japanese (ja)
Other versions
JPH02252805A (en
Inventor
等 六反田
光泰 松本
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.)
Sintokogio Ltd
Original Assignee
Sintokogio 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 Sintokogio Ltd filed Critical Sintokogio Ltd
Priority to JP1072985A priority Critical patent/JP2571436B2/en
Publication of JPH02252805A publication Critical patent/JPH02252805A/en
Application granted granted Critical
Publication of JP2571436B2 publication Critical patent/JP2571436B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Road Repair (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はコンクリート舗装道路等のコンクリート増厚
施工方法に関する。
The present invention relates to a concrete thickening method for a concrete pavement road or the like.

(従来技術) 近年、スパイクタイヤの普及や車両の大型化等により
コンクリート舗装道路の摩耗による輪だち掘れの激増等
により修繕増厚施工が頻繁に行なわれるようになってい
る。
(Prior Art) In recent years, repair and thickening work has been frequently performed due to a rapid increase in wheel digging due to wear of concrete pavement roads due to the spread of spiked tires and enlargement of vehicles, and the like.

このコンクリート増厚修繕方法としては、コンクリー
ト表面に鋼粒ショットを高速で投射してコンクリート表
面に凹凸面を形成する下地処理を施し、この下地処理に
より発生した粉塵をコンクリート表面から除去清掃し、
その後新コンクリートを打設するのが一般的である。
As a concrete thickening repair method, the concrete surface is subjected to a base treatment for projecting a steel grain shot at a high speed to form an irregular surface on the concrete surface, dust generated by the base treatment is removed from the concrete surface and cleaned,
After that, it is common to cast new concrete.

(発明が解決しようとする問題点) 前記のコンクリート増厚施工においては、下地処理後
のコンクリート表面からの粉塵の除去清掃度合が新旧コ
ンクリートの付着強度に影響を与えるとされている。
(Problems to be Solved by the Invention) In the concrete thickening work described above, it is said that the degree of removal and cleaning of dust from the concrete surface after the foundation treatment affects the adhesion strength of new and old concrete.

しかし、現状のコンクリート増厚施工の基準には下地
処理面の清掃後の評価方法がなく各現場により、清掃度
合が異なり、新旧コンクリートの安定した付着強度が得
られないという問題があった。
However, the current standard for thickening concrete has no evaluation method after cleaning the ground treated surface, and the degree of cleaning differs depending on each site, and there has been a problem that stable adhesion strength between new and old concrete cannot be obtained.

(問題点を解決するための手段) 本発明は上記の問題点を解決するためになされたもの
で、鋼粒ショットの高速投射によりコンクリート表面を
平均深さ1.0〜1.5mmの凹凸面に下地処理する第1工程
と、該凹凸面を成すコンクリート表面から下地処理によ
り発生した粉塵を除去清掃する第2工程と、該清掃され
たコンクリート表面に粘着テープを押し付けて残留粉塵
を粘着させた後該テープをはがすとともに、前記はがし
た粘着テープの通過光量又は光反射量を測定し、該測定
値が70以上になるまでに前記第2工程以下をくりかえす
第3工程と、前記測定値が70以上になる状態にまで清掃
されたコンクリート表面に新コンクリートを打設する第
4工程と、から成るコンクリート増厚施工方法である。
(Means for Solving the Problems) The present invention has been made to solve the above problems, and a high-speed projection of steel grain shots is used to prepare a concrete surface into an uneven surface having an average depth of 1.0 to 1.5 mm. A first step of removing the dust generated by the underlying treatment from the concrete surface forming the uneven surface, and a second step of pressing an adhesive tape against the cleaned concrete surface to adhere the residual dust to the tape. A third step of measuring the passing light amount or the light reflection amount of the peeled adhesive tape and repeating the second step and the following steps until the measured value becomes 70 or more, and the measured value becomes 70 or more. And a fourth step of placing new concrete on the cleaned concrete surface.

(発明の経過) 発明者等は上記問題に鑑みコンクリート表面の下地処
理後の清掃度合を測定する方法を鋭意検討した結果、下
地処理面に残留する粉塵の度合を正確に知るには、下地
処理面上の粉塵をそのままの状態でシート上に移し替え
てシート上の粉塵の度合を計測することによって達成さ
れるものとの見解に達し、まず第1に下地処理面上の粉
塵をそのままの状態でシート上に移し替える方法として
は、粘着テープを下地処理面に押し付けて残留している
粉塵を粘着テープに粘着させ、これをはがすことにより
達成されるものと考えた。
(Progress of the Invention) In view of the above-mentioned problems, the inventors have intensively studied a method for measuring the degree of cleaning of the concrete surface after the surface treatment, and as a result, to accurately know the degree of dust remaining on the surface of the surface treatment, It is concluded that this is achieved by transferring the dust on the surface as it is to the sheet and measuring the degree of dust on the sheet. First, the dust on the ground surface is left as it is. It was considered that the method of transferring the adhesive tape onto the sheet was achieved by pressing the pressure-sensitive adhesive tape against the base treatment surface to adhere the remaining dust to the pressure-sensitive adhesive tape, and peeling off the dust.

さらに粘着テープに粘着された粉塵の度合を計測する
方法としては、前記粉塵を粘着させた粘着テープを台紙
に貼付け、この粘着テープについて光反射量又は通過光
量を市販の測定装置により測定することにより正確なも
のが得られるものと考え次のような実験を行なった。
Further, as a method of measuring the degree of dust adhered to the adhesive tape, by sticking the adhesive tape to which the dust is adhered to the backing paper, by measuring the amount of light reflection or the amount of light passing through the adhesive tape by using a commercially available measuring device The following experiment was conducted on the assumption that an accurate result was obtained.

(実験例) コンクリート舗装道路の仕様に基づいたコンクリート
を表1の仕様配合にて打設した。
(Experimental example) Concrete based on the specifications of the concrete pavement road was poured with the specified composition shown in Table 1.

12ケ月経過後このコンクリート路面に対し、粒径1.4m
mの鋼粒ショットを投射速度80m/S、投射密度100kg/m2
投射して平均深さ1.2mmの凹凸面を形成させた下地処理
をすると同時に投射材及び発生した粉塵の回収を行なっ
た後水洗いをして残留粉塵が全くない状態にした。
After 12 months, the concrete road surface has a particle size of 1.4m
Steel grain Shot blasting speed 80 m / S of m, was subjected to recovery of projection density 100 kg / when m 2 in projection to a surface treatment obtained by forming the uneven surface of the average depth 1.2mm dust and projection material and occur simultaneously After washing with water, there was no residual dust.

つづいて、上記回収した粉塵のうち粒径10〜30μm、
比重2.6〜3.2、かさ比重1.0〜1.6のものを前記清掃済下
地処理面に散布量を0〜5.0g/m2の間で種々変えてそれ
ぞれの所定の区分に散布した。
Subsequently, the particle size of the collected dust is 10 to 30 μm,
Those having a specific gravity of 2.6 to 3.2 and a bulk specific gravity of 1.0 to 1.6 were sprayed on each of the predetermined sections while varying the spraying amount between 0 and 5.0 g / m 2 on the cleaned base treated surface.

この状態で日東(株)製幅広テープを下地処理面に押
し付け、表面の粉塵を採取し白色度80の白紙に貼付け、
日本電色工業(株)製、光反射量測定装置(CP61D−D
3)を使用して光反射量の測定を行なう一方で粉塵散布
状態のコンクリート上に表2の仕様配合の新コンクリー
トを打設した。
In this state, a wide tape manufactured by Nitto Co., Ltd. is pressed against the surface to be treated, and the dust on the surface is collected and attached to white paper with a whiteness of 80.
Nippon Denshoku Industries Co., Ltd., light reflection measurement device (CP61D-D
While measuring the amount of light reflection using 3), a new concrete having the composition shown in Table 2 was poured on the dust-sprayed concrete.

新コンクリート打設後7日後に建設省建築研究所が提
案しているコンクリート付着強度試験法に基づき新旧両
コンクリートの付着強度試験を行なった結果は表3の通
りであった。
Table 3 shows the results of a bond strength test of the old and new concretes carried out based on the concrete bond strength test method proposed by the Building Research Institute of the Ministry of Construction 7 days after casting the new concrete.

上記実験例によれば、粉塵散布量が0.1g/m2以下の時
(光反射量70以上)は付着強度は15kg/cm2となりそれ以
上増加しないことが判明した。
According to the above experimental example, it was found that when the dust scattering amount was 0.1 g / m 2 or less (light reflection amount 70 or more), the adhesion strength was 15 kg / cm 2 and did not increase further.

よって下地処理面の清掃度合は光反射量が70以上にな
るまで行なう必要がある。
Therefore, it is necessary to perform the cleaning of the under-treated surface until the light reflection amount becomes 70 or more.

尚実験では清掃度合を光反射量を測定して確認した
が、台紙を透明台紙にして透過光量を計測するようにし
ても同様の作用効果が得られる。
In the experiment, the degree of cleaning was confirmed by measuring the amount of light reflection. However, the same effect can be obtained by measuring the amount of transmitted light by using a transparent backing sheet.

(発明の効果) 本発明は、上記のようにコンクリート増厚施工にあた
り、下地処理面の清掃度合を数値的に正確に把握して新
コンクリートを打設するようにしたから、新旧コンクリ
ートの安定した所定の付着強度が得られるようになり、
この業界に与える効果は著大である。
(Effect of the Invention) In the present invention, when concrete thickening is performed as described above, the degree of cleaning of the ground treatment surface is numerically accurately grasped and the new concrete is poured, so that the new and old concrete can be stabilized. A predetermined adhesive strength can be obtained,
The effect on the industry is significant.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】鋼粒ショットの高速投射によりコンクリー
ト表面を平均深さ1.0〜1.5mmの凹凸面に下地処理する第
1工程と、該凹凸面を成すコンクリート表面から下地処
理により発生した粉塵を除去清掃する第2工程と、該清
掃されたコンクリート表面に粘着テープを押し付けて残
留粉塵を粘着させた後該テープをはがすとともに、前記
はがした粘着テープの通過光量又は光反射量を測定し、
該測定値が70以上になるまで前記第2工程以下をくりか
えす第3工程と、前記測定値が70以上になる状態にまで
清掃されたコンクリート表面に、新コンクリートを打設
する第4工程と、から成るコンクリート増厚施工方法。
1. A first step of subjecting a concrete surface to an irregular surface having an average depth of 1.0 to 1.5 mm by high-speed projection of steel grain shots, and removing dust generated by the underlying treatment from the concrete surface forming the irregular surface. The second step of cleaning, and peeling the tape after pressing the adhesive tape against the cleaned concrete surface to adhere the residual dust, and measuring the amount of light or the amount of light reflected by the peeled adhesive tape,
A third step of repeating the second step and the following steps until the measured value becomes 70 or more; and a fourth step of placing new concrete on the concrete surface cleaned until the measured value becomes 70 or more, Concrete thickening construction method.
JP1072985A 1989-03-24 1989-03-24 Concrete thickening method Expired - Fee Related JP2571436B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1072985A JP2571436B2 (en) 1989-03-24 1989-03-24 Concrete thickening method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1072985A JP2571436B2 (en) 1989-03-24 1989-03-24 Concrete thickening method

Publications (2)

Publication Number Publication Date
JPH02252805A JPH02252805A (en) 1990-10-11
JP2571436B2 true JP2571436B2 (en) 1997-01-16

Family

ID=13505195

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1072985A Expired - Fee Related JP2571436B2 (en) 1989-03-24 1989-03-24 Concrete thickening method

Country Status (1)

Country Link
JP (1) JP2571436B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7664679B2 (en) * 2019-07-16 2025-04-18 太平洋セメント株式会社 Labor-saving method for surface treatment of reinforced concrete slabs

Also Published As

Publication number Publication date
JPH02252805A (en) 1990-10-11

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