JP2000319892A - Method for repairing existing sprayed material - Google Patents

Method for repairing existing sprayed material

Info

Publication number
JP2000319892A
JP2000319892A JP11126587A JP12658799A JP2000319892A JP 2000319892 A JP2000319892 A JP 2000319892A JP 11126587 A JP11126587 A JP 11126587A JP 12658799 A JP12658799 A JP 12658799A JP 2000319892 A JP2000319892 A JP 2000319892A
Authority
JP
Japan
Prior art keywords
sprayed material
existing
mortar
sprayed
repairing
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
JP11126587A
Other languages
Japanese (ja)
Inventor
Yoshiji Hirota
義二 廣田
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.)
Daiwa Kogyo Co Ltd
Original Assignee
Daiwa Kogyo 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 Daiwa Kogyo Co Ltd filed Critical Daiwa Kogyo Co Ltd
Priority to JP11126587A priority Critical patent/JP2000319892A/en
Publication of JP2000319892A publication Critical patent/JP2000319892A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the adhesiveness of sprayed mortar to an existing sprayed material (to be repaired) by performing cleaning treatment of a surface of the existing sprayed material, driving a desired number of anchor pins from the surface of the sprayed material to a slope surface, and spraying repairing mortar to the surface of an adhesive film formed on the surface of the sprayed material so as to have a predetermined thickness. SOLUTION: An injection pipe 13 is driven from the surface of a sprayed material 11 to a cavity portion 12, and a predetermined kneaded grout 14 is fed as a filler from the injection pipe 13 to the cavity portion 12. Next, the surface of the existing sprayed material 11 is washed by splashing jet water or the like, and then a suitable number of anchor pins 16 are driven from the surface of the existing sprayed material 11 to a slope surface 15. At this time, a head edge of each anchor pin 16 is protruded from the surface of the existing sprayed material 11. Thereafter, an adhesive film 17 is applied onto the surface of the existing sprayed material 11 in order to impart the adhesiveness (stickiness) thereto. Then, mortar 18 or the repairing spraying material is sprayed on the surface of the existing sprayed material 11.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、法面や崩壊のお
それのある急傾斜地などの斜面に施こされたモルタルや
コンクリートの吹付材の補修工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing a mortar or concrete spray material applied to a slope such as a slope or a steep slope having a risk of collapse.

【0002】[0002]

【従来の技術】保護を目的にモルタルやコンクリートの
吹付けを行なった法面などの斜面も、経年にともない吹
付材のひび割れからの浸水、背後岩盤からの浸水や凍結
にともない発生する収縮、膨張などによって吹付材や岩
盤が脆くなるケースが多くなる。
2. Description of the Related Art Slope such as slopes sprayed with mortar or concrete for the purpose of protection, shrinkage and swelling due to infiltration from cracks of sprayed material, flooding and freezing from rock behind, as time passes. In many cases, the spraying material and the bedrock become brittle due to such factors.

【0003】これらを放置しておくと、収拾がつかなく
なる。そこで、上記のような要因が発生すると、吹付材
を削って斜面対策工のやり直しを行なうことが主流とな
っている。
If these are left unchecked, they cannot be collected. Therefore, when the above-mentioned factors occur, it has become mainstream to cut down the sprayed material and repeat the slope countermeasure work.

【0004】しかしながら、この方法によると、削り作
業に著しく手数がかかって勢い大幅なコストアップにな
ると共に、削り作業によって出る産業廃棄物の処理の対
策も大変であった。
[0004] However, according to this method, the shaving operation is extremely time-consuming, and the cost is greatly increased, and measures for treating industrial waste generated by the shaving operation are also serious.

【0005】上記のような問題点を解消する目的で、従
来は、図3に示すような斜面1に施工したモルタルやコ
ンクリートなどの補修を必要とする既存の吹付材2にひ
び割れや空洞3が発見されると、図4に示すように、ま
ず吹付材2の表面から空洞3内に注入管4を打ち込んだ
のち、注入管4から空洞3内に例えばセメントと砂との
混練モルタルなどの注入材5を充填する。
Conventionally, for the purpose of solving the above-mentioned problems, cracks and cavities 3 are formed in an existing spraying material 2 which needs repair such as mortar or concrete applied to a slope 1 as shown in FIG. When it is found, as shown in FIG. 4, an injection pipe 4 is first driven into the cavity 3 from the surface of the spray material 2, and then, for example, a kneading mortar of cement and sand is injected into the cavity 3 from the injection pipe 4. Material 5 is filled.

【0006】また、吹付材2の表面をジェット水流など
で水洗いしたのち、吹付材2から斜面1に向け適宜の配
置でアンカピン6を打ち込む。
[0006] After the surface of the spray material 2 is washed with a jet water stream or the like, an anchor pin 6 is driven in an appropriate arrangement from the spray material 2 toward the slope 1.

【0007】その際、各アンカピン6の頭端を吹付材2
の表面から突出させておく。その後に、吹付材2の表面
にグラウトポンプにより圧送した補修吹付材としてのモ
ルタル7を吹付ける。
At this time, the head end of each anchor pin 6 is
Protruding from the surface. Thereafter, a mortar 7 as a repairing spraying material, which is pressure-fed by a grout pump, is sprayed on the surface of the spraying material 2.

【0008】[0008]

【発明が解決しようとする課題】上記のような既存の吹
付材の補修工法によると、補修モルタルの吹付け時に吹
付材の表面に衝突し、そして小塊状の吹付材が跳ね返
る。
According to the above-mentioned existing method for repairing a blasting material, when the repairing mortar is sprayed, the mortar collides with the surface of the blasting material, and the small blasting material rebounds.

【0009】これは、既在の吹付材の表面に接着性がな
いために起生する。このため、吹付けモルタルの著しい
量の損失になる。上記の問題は、吹付けの際の飛散によ
っても起る。また、跳ね返った小塊状のモルタルが転が
り、転がる途中で既在の吹付材の表面上で止まることも
ある。
[0009] This occurs because the surface of the existing spraying material has no adhesiveness. This results in a significant loss of spray mortar. The above problems are also caused by splashing during spraying. In addition, the bounced small mortar rolls and sometimes stops on the surface of the existing spraying material while rolling.

【0010】この止まった塊状のモルタル(飛散により
付着した接着性の悪いモルタルも)は、吹き付けるモル
タルによって埋没される。
[0010] The stopped mortar (including mortar with poor adhesion attached by scattering) is buried in the mortar to be sprayed.

【0011】すると、強力な接着性がなく、その部分に
剥離現象がおきる。そこで、この発明の課題は、吹付け
モルタルの既在(補修される)吹付材に対する接着性を
向上させるようにしたことにある。
Then, there is no strong adhesiveness, and a peeling phenomenon occurs at that portion. Accordingly, an object of the present invention is to improve the adhesiveness of a spray mortar to an existing (repaired) spray material.

【0012】[0012]

【課題を解決するための手段】上記の課題を解決するた
めに、この発明は、補修を必要とする既在の吹付材の表
面を洗滌処理し、また上記吹付材の表面から斜面に所望
本数のアンカーピンを打ち込んだのち、上記吹付材の表
面に接着剤膜を設け、次いで上記の接着剤膜の表面に所
定の厚みになるように補修モルタルを吹付けた工法を採
用する。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention cleans the surface of an existing spraying material which needs repair, and prepares a desired number of spraying materials from the surface of the spraying material on a slope. Then, an adhesive film is provided on the surface of the spray material, and then a repair mortar is sprayed on the surface of the adhesive film so as to have a predetermined thickness.

【0013】[0013]

【発明の実施の形態】この発明の実施の形態を添付図面
に基づいて説明する。
Embodiments of the present invention will be described with reference to the accompanying drawings.

【0014】この発明の実施形態では、図1に示すよう
に、まず既在の吹付材11の空洞を調査し、空洞部12
を発見すると、吹付材11の表面から空洞部12に向け
注入管13を打ち込む。
In the embodiment of the present invention, as shown in FIG.
Is found, the injection pipe 13 is driven into the cavity 12 from the surface of the spray material 11.

【0015】その後に注入管13から空洞部12に詰材
として例えばセメントと砂との混練注入材14を充填す
る。
Thereafter, a kneading injection material 14 of, for example, cement and sand is filled from the injection pipe 13 into the hollow portion 12 as a filling material.

【0016】次いで既存の吹付材11の表面をジェット
水の噴射などによって水洗いする。その後に既在の吹付
材11の表面から斜面15に向け適当な本数のアンカピ
ン16を打ち込む。
Next, the surface of the existing spraying material 11 is washed with jet water or the like. Thereafter, an appropriate number of anchor pins 16 are driven from the surface of the existing spray material 11 toward the slope 15.

【0017】その際、図1に示すように既在の吹付材1
1の表面にアンカピン16の頭端側を突出させておく。
然るのち既存の吹付材11の表面に接着性(粘着性)付
与のため接着膜17を設ける。
At this time, as shown in FIG.
The head end side of the anchor pin 16 is made to protrude from the surface of 1.
Thereafter, an adhesive film 17 is provided on the surface of the existing spraying material 11 for imparting adhesiveness (adhesiveness).

【0018】この接着膜17としては、接着剤の混入セ
メントペースト、例えばセメントに水及び混和剤として
炭酸カルシウム化合物を加えて混練したものを吹付けに
より設ける。しかして、既在の吹付材11の表面に補修
用吹付材としてのモルタル18を吹付ける。
The adhesive film 17 is provided by spraying a cement paste mixed with an adhesive, for example, a cement obtained by adding water and a calcium carbonate compound as an admixture to a cement and kneading the cement paste. Thus, mortar 18 as a repairing spray material is sprayed on the surface of the existing spray material 11.

【0019】なお、補修用モルタル18に補強のために
短繊維を混入することもあり、周知のようにグラウトポ
ンプにより圧送しながら吹付ける。
In addition, short fibers may be mixed into the repair mortar 18 for reinforcement, and the mortar 18 is blown while being pumped by a grout pump as is well known.

【0020】[0020]

【発明の効果】この発明の既存吹付材の補修工法は、以
上のように行なわれるので、既存の吹付材の表面に吹付
ける補修用モルタルの跳ね返り(飛散)を前処理の接着
膜(粘着性)により極力なくすることができると共に、
付着力を向上する。
As described above, the method for repairing an existing sprayed material according to the present invention is performed as described above. ) To minimize it,
Improve adhesion.

【0021】また、跳ね返り、そして転がって止まった
補修用塊状モルタルの埋没もないので、強度の低下もな
い。
Further, since there is no burial of the repairing mortar which has bounced off and stopped rolling, there is no reduction in strength.

【0022】さらに、接着膜によって水の浸入を防ぎ、
耐久性を著しく向上する効果もある。
Further, the infiltration of water is prevented by the adhesive film,
It also has the effect of significantly improving durability.

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

【図1】この発明の工法の前処理を示す縦断側面図FIG. 1 is a longitudinal sectional side view showing a pretreatment of a method of the present invention.

【図2】施工後の縦断側面図[Figure 2] Longitudinal side view after construction

【図3】従来の工法の前処理を示す縦断側面図FIG. 3 is a longitudinal sectional side view showing a pretreatment of a conventional method.

【図4】施工後の縦断側面図FIG. 4 is a longitudinal side view after construction.

【符号の説明】[Explanation of symbols]

11 吹付材 12 空洞部 13 注入管 14 注入材 16 アンカーピン 17 接着膜 18 補修用吹付材 DESCRIPTION OF SYMBOLS 11 Spraying material 12 Cavity part 13 Injection pipe 14 Injection material 16 Anchor pin 17 Adhesive film 18 Repairing spraying material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 補修を必要とする既在の吹付材の表面を
洗滌処理し、また上記吹付材の表面から斜面に所望本数
のアンカーピンを打ち込んだのち、上記吹付材の表面に
接着剤膜を設け、次いで上記の接着剤膜の表面に所定の
厚みになるように補修モルタルを吹付けたことを特徴と
する既存の吹付材の補修工法。
1. A surface of an existing spraying material requiring repair is washed, and a desired number of anchor pins are driven into the slope from the surface of the spraying material, and then an adhesive film is applied to the surface of the spraying material. Repairing mortar is then sprayed on the surface of the adhesive film so as to have a predetermined thickness.
JP11126587A 1999-05-07 1999-05-07 Method for repairing existing sprayed material Pending JP2000319892A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11126587A JP2000319892A (en) 1999-05-07 1999-05-07 Method for repairing existing sprayed material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11126587A JP2000319892A (en) 1999-05-07 1999-05-07 Method for repairing existing sprayed material

Publications (1)

Publication Number Publication Date
JP2000319892A true JP2000319892A (en) 2000-11-21

Family

ID=14938878

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11126587A Pending JP2000319892A (en) 1999-05-07 1999-05-07 Method for repairing existing sprayed material

Country Status (1)

Country Link
JP (1) JP2000319892A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008163695A (en) * 2006-12-29 2008-07-17 Furuno:Kk Existing mortar renovating method
JP2015098731A (en) * 2013-11-20 2015-05-28 日特建設株式会社 Method for determining repair or reinforcement method
CN105649092A (en) * 2016-01-18 2016-06-08 中国水利水电第八工程局有限公司 Slope supporting method for crumbly strata

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008163695A (en) * 2006-12-29 2008-07-17 Furuno:Kk Existing mortar renovating method
JP2015098731A (en) * 2013-11-20 2015-05-28 日特建設株式会社 Method for determining repair or reinforcement method
CN105649092A (en) * 2016-01-18 2016-06-08 中国水利水电第八工程局有限公司 Slope supporting method for crumbly strata

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