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JP3476528B2 - Joint repair materials such as dams - Google Patents
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JP3476528B2 - Joint repair materials such as dams - Google Patents

Joint repair materials such as dams

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Publication number
JP3476528B2
JP3476528B2 JP01825994A JP1825994A JP3476528B2 JP 3476528 B2 JP3476528 B2 JP 3476528B2 JP 01825994 A JP01825994 A JP 01825994A JP 1825994 A JP1825994 A JP 1825994A JP 3476528 B2 JP3476528 B2 JP 3476528B2
Authority
JP
Japan
Prior art keywords
joint
joint repair
repair
arch
main body
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
Application number
JP01825994A
Other languages
Japanese (ja)
Other versions
JPH07224416A (en
Inventor
充 野々田
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.)
Nippon Road Co Ltd
Original Assignee
Nippon Road 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 Nippon Road Co Ltd filed Critical Nippon Road Co Ltd
Priority to JP01825994A priority Critical patent/JP3476528B2/en
Publication of JPH07224416A publication Critical patent/JPH07224416A/en
Application granted granted Critical
Publication of JP3476528B2 publication Critical patent/JP3476528B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【0001】[0001]

【産業上の利用分野】この発明は、地震等の影響で変動
した堰堤等の目地部を補修するための堰堤等の目地部補
修部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint repairing member such as a dam for repairing a joint such as a dam that has changed due to an earthquake or the like.

【0002】[0002]

【従来の技術】従来、例えば、地震等の影響によってコ
ンクリートブロックとブロックが変動し、ブロックとブ
ロック間の目地部が大きく開いたり変形した際に、その
ままにしておくと、大きな崩壊につながるところから、
図11に示すように両ブロック101,101間にボル
ト103止めした金属性の目地部補修部材105によっ
て補修を行なうようになっている。
2. Description of the Related Art Conventionally, for example, when concrete blocks and blocks fluctuate due to the influence of an earthquake or the like, and joints between blocks are greatly opened or deformed, if left as it is, it will lead to a large collapse. ,
As shown in FIG. 11, repair is performed by a metallic joint repair member 105 fixed with a bolt 103 between the blocks 101, 101.

【0003】[0003]

【発明が解決しようとする課題】前記した如く地震等の
影響で変動したブロック101間の目地部107は、目
地部補修部材105によって補修されるが、場所によっ
ては、早急な補修が要求され地盤が安定しない内に行な
われるケースがある。
As described above, the joint 107 between the blocks 101, which has changed due to the influence of an earthquake or the like, is repaired by the joint repair member 105. However, depending on the location, immediate repair is required and the ground is urged. There are cases in which the operation is performed before it becomes stable.

【0004】このために、一般には図12に示すように
ブロック101に対しボルト止めするための目地部補修
部材105の取付孔109を、長孔状に形成しておき、
長孔の範囲において補修完了後の変動に対応できる手段
を採っているが、長孔状の取付孔109では対応できな
い場合があった。そこで、この発明にあっては、補修完
了後の変動に対しても十分に対応できるようにした堰堤
等の目地部補修部材を提供することを目的としている。
For this reason, generally, as shown in FIG. 12, a mounting hole 109 for a joint repair member 105 for bolting to a block 101 is formed in a long hole shape.
Although measures have been taken to cope with variations after completion of repair in the range of the long holes, there are cases where the long hole-shaped mounting holes 109 cannot cope with it. Therefore, it is an object of the present invention to provide a joint repairing member such as a dam which is capable of sufficiently coping with variations after completion of repairing.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
に、この発明は、波板状に形成された金属性の材質によ
りアーチを形成し、そのアーチ部の両サイドに長手方向
に沿って連続する取付部を設けた第1の目地部補修本体
と、第1の目地部補修本体と連続し、シート状に形成さ
れた柔軟性の材質によりアーチを形成し、そのアーチ部
の両サイドに、長手方向に沿って連続する取付部を設け
た第2の目地部補修本体とで形成する。
In order to achieve the above object, according to the present invention, an arch is formed of a corrugated metallic material and is formed on both sides of the arch along the longitudinal direction. A first joint repair main body provided with a continuous mounting portion, and an arch formed of a sheet-shaped flexible material which is continuous with the first joint repair main body and is formed on both sides of the arch portion. , And a second joint repair main body provided with a continuous attachment portion along the longitudinal direction.

【0006】そして、好ましい実施態様として第1の目
地部補修本体と第2の目地部補修本体の次に、さらに、
前記第1,第2の目地部補修本体が連続し合う組合わせ
としたり、あるいは、第2の目地部補修本体の自由端側
に、内側へ向け屈曲する屈曲部を設ける。
As a preferred embodiment, next to the first joint repair main body and the second joint repair main body, further,
The first and second joint repair bodies may be in a continuous combination, or a bent portion that bends inward may be provided on the free end side of the second joint repair body.

【0007】[0007]

【作用】かかる目地部補修部材によれば、第2の目地部
補修本体の自由端側を大きくずれた目地部内へ挿入す
る。この時に、予め内側へ屈曲された屈曲部を利用する
と挿入が容易となる。次に、左右の取付部を各ブロック
に対して、それぞれボルト等の固定手段により固着した
後、目地部内に石や砂袋等を投入し、目地部内に挿入さ
れた屈曲部を地盤に押えつけると共に、その上からアス
ファルトマスチック等アスファルト混合物を投入するこ
とで、シール性の良好な目地部補修が完了するようにな
る。
According to this joint repair member, the free end side of the second joint repair main body is inserted into the joint which is largely displaced. At this time, if a bent portion that is bent inward in advance is used, insertion becomes easy. Next, after fixing the left and right mounting parts to each block by fixing means such as bolts, etc., insert stones or sand bags into the joints and press the bent parts inserted in the joints to the ground. At the same time, by adding an asphalt mixture such as asphalt mastic from above, repair of the joint portion having a good sealing property is completed.

【0008】一方、目地部補修完了後において、地盤の
変動が起きても、その変動量をアーチ部及び波板部によ
って吸収する結果、補修部の破損につながる虞れはな
い。
On the other hand, even if the ground changes after the joint repair is completed, the amount of the change is absorbed by the arch portion and the corrugated plate portion, so that the repair portion is not likely to be damaged.

【0009】[0009]

【実施例】以下、図1乃至図8の図面を参照しながらこ
の発明の一実施例を詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the drawings of FIGS.

【0010】図1において、1は第1の目地部補修本体
3と第2の目地部補修本体5とからなる目地部補修部材
を示している。第1の目地部補修本体3は、金属性の材
質によって形成された波板状のアーチ部7と、そのアー
チ部7の両側に設けられた長手方向に沿って連続する取
付部9,9とからなり、アーチ部7及び取付部9は、プ
レス等により一体成形されている。
In FIG. 1, reference numeral 1 denotes a joint repairing member composed of a first joint repairing body 3 and a second joint repairing body 5. The first joint portion repair main body 3 includes corrugated plate-shaped arch portions 7 formed of a metallic material, and mounting portions 9 and 9 provided on both sides of the arch portions 7 and continuous in the longitudinal direction. The arch portion 7 and the mounting portion 9 are integrally formed by pressing or the like.

【0011】アーチ部7の波板形状は、長手方向に対し
て直交し合う形状となっているが、長手方向に沿う形状
としてもよい。左右の取付部9,9には、取付用の孔1
1が所定の間隔で設けられている。なお、取付用の孔1
1は長孔状であってもよい。
Although the corrugated plate shape of the arch portion 7 is a shape which is orthogonal to the longitudinal direction, it may be a shape along the longitudinal direction. Mounting holes 1 are provided in the left and right mounting portions 9, 9.
1 are provided at predetermined intervals. In addition, mounting hole 1
1 may have a long hole shape.

【0012】第2の目地部補修本体5は、柔軟性を備え
た耐熱性のあるゴム、合成樹脂等からなるシート状に形
成され、第1の補修本体3とボルト等の固定手段によっ
て一体に結合することで、アーチ部13と、アーチ部1
3の両側に取付部15,15がそれぞれ形成されるよう
になっている。
The second joint repair main body 5 is formed in the shape of a sheet made of flexible heat-resistant rubber, synthetic resin or the like, and is integrally formed with the first repair main body 3 by fixing means such as bolts. By combining, the arch portion 13 and the arch portion 1
Mounting portions 15 and 15 are formed on both sides of 3, respectively.

【0013】アーチ部13と取付部15は、第1の目地
部補修本体3のアーチ部7及び取付部9とそれぞれ長手
方向に沿って連続しており、アーチ部15の自由端側で
は、元に戻ろうとする材質の復元力により、はっきりと
したアーチ形状が得られず崩れた形状となっている。ま
た、取付部15には取付用の孔17が所定の間隔で設け
られている。
The arch portion 13 and the mounting portion 15 are continuous with the arch portion 7 and the mounting portion 9 of the first joint portion repair main body 3 along the longitudinal direction, respectively. Due to the restoring force of the material that is trying to return to the shape, a clear arch shape cannot be obtained and the shape is collapsed. Also, mounting holes 17 are provided in the mounting portion 15 at predetermined intervals.

【0014】次に、目地部補修部材1を用いた補修作業
を具体的に説明する。まず、図2に示すように目地部1
9が変動した左右のコンクリートブロック21,21に
対して、目地部補修部材1の取付部9,15に設けられ
た取付用の孔11,17と対応する部位に穴を開け、そ
の穴23にアンカーボルト25を埋め込むようにする。
Next, the repair work using the joint repair member 1 will be specifically described. First, as shown in FIG.
For the left and right concrete blocks 21 and 21 in which 9 has changed, a hole is made in a portion corresponding to the mounting holes 11 and 17 provided in the mounting portions 9 and 15 of the joint repair member 1, and the holes 23 are formed in the holes 23. The anchor bolt 25 is embedded.

【0015】次に、目地部補修部材1の取付部9,15
に設けられた取付用の孔11,17を、アンカーボルト
25に挿入して仮支持すると同時に、第2の目地部補修
本体5の自由端側を目地部19内へ押し込み(図3)、
ついでアンカーボルト25にナット27を螺合し締付け
ることで目地部補修部材1の取付けが完了する(図
4)。
Next, the attachment parts 9, 15 of the joint repair member 1
At the same time as inserting the holes 11 and 17 for attachment provided in the anchor bolt 25 into the anchor bolt 25 for temporary support, the free end side of the second joint portion repair main body 5 is pushed into the joint portion 19 (FIG. 3),
Then, the nut 27 is screwed onto the anchor bolt 25 and tightened to complete the attachment of the joint repair member 1 (FIG. 4).

【0016】この場合、図8に示すように、目地部19
内へ挿入可能な屈曲部29を、第2の目地部補修本体5
の自由端側に設けるようにすることで、作業性の面で大
変好ましいものとなる。
In this case, as shown in FIG.
The bent portion 29 that can be inserted into the second joint portion repair main body 5
It is very preferable in terms of workability if it is provided on the free end side of.

【0017】次に、図5に示すように目地部19内上か
ら石や砂袋等を投入し、屈曲部29の領域を押さえつけ
た後、図6に示すように投入バケット31を用いてアス
ファルトマスチック等のアスファルト混合物33を投入
することで、確実なシールが得られる目地部19の補修
が完了するようになる。
Next, as shown in FIG. 5, stones, sandbags, etc. are thrown in from above the joint portion 19 to hold down the region of the bent portion 29, and then the asphalt is put in place using a throwing bucket 31 as shown in FIG. By injecting the asphalt mixture 33 such as mastic, the repair of the joint portion 19 where a reliable seal is obtained is completed.

【0018】一方、目地部の補修完了後において、地盤
の変動が発生し、目地部19が拡大してもアーチ部7,
13によってその変動を吸収し、補修部の破壊につなが
る虞れはない。
On the other hand, after the joint is repaired, even if the joint 19 expands due to the fluctuation of the ground, the arch 7,
There is no risk that the fluctuation will be absorbed by 13 and the repaired part will be destroyed.

【0019】なお、この実施例では、コンクリートブロ
ック21の目地部19について説明したが、図9に示す
ように金属筒35と金属筒35の目地部37の場合に
は、第1の目地部補修本体3の取付部9は、溶着によっ
て取付けられる。第2の目地部補修本体5の取付部15
は接着剤による接着手段によって取付けられるが、ボル
ト止めと併用することでより確実な取付状態が得られる
ようになる。
Although the joint portion 19 of the concrete block 21 has been described in this embodiment, in the case of the metal cylinder 35 and the joint portion 37 of the metal cylinder 35 as shown in FIG. 9, the first joint repair is performed. The mounting portion 9 of the main body 3 is mounted by welding. Attachment part 15 of second joint repair main body 5
Is attached by an adhesive means using an adhesive, but a more reliable attachment state can be obtained by using it together with a bolt.

【0020】また、図10に示すように、第1の目地部
補修本体3と、第2の目地部補修本体5の次に、第1,
第2の目地部補修本体3,5を接続し、剛性領域と柔軟
領域が交互に繰返される構造としてもよい。
Further, as shown in FIG. 10, after the first joint repair body 3 and the second joint repair body 5, first
The second joint repair main bodies 3 and 5 may be connected to each other so that the rigid region and the flexible region are alternately repeated.

【0021】この実施例によれば、第2の目地部補修本
体5となる中間の柔軟領域によってブロック間の複雑な
変動に対して対応できるメリットが得られる。
According to this embodiment, there is an advantage that it is possible to cope with a complicated variation between blocks by the intermediate flexible region which becomes the second joint repair main body 5.

【0022】[0022]

【発明の効果】以上、説明したように、この発明の目地
部補修部材によれば、目地部補修完了後において、地盤
が変動しても、その変動量をアーチ部によって吸収する
ことができるようになる。したがって、補修箇所の破壊
につながる虞れはない。
As described above, according to the joint repair member of the present invention, even after the joint repair is completed, even if the ground changes, the amount of change can be absorbed by the arch portion. become. Therefore, there is no risk of destruction of the repaired portion.

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

【図1】この発明にかかる目地部補修部材の斜視図。FIG. 1 is a perspective view of a joint repair member according to the present invention.

【図2】コンクリートブロックにアンカーボルトを埋め
込んでいる作業説明図。
FIG. 2 is an explanatory diagram of work in which an anchor bolt is embedded in a concrete block.

【図3】コンクリートブロックに目地部補修部材を取付
けた説明図。
FIG. 3 is an explanatory diagram in which a joint repair member is attached to a concrete block.

【図4】第2の目地部補修本体の自由端側を目地部内へ
挿入した説明図。
FIG. 4 is an explanatory view in which a free end side of a second joint portion repair main body is inserted into a joint portion.

【図5】目地部補修部材取付完了後に、石や砂袋等を投
入した切断側面図。
FIG. 5 is a cut side view in which a stone, a sand bag, or the like is put in after the joint repair member is completely attached.

【図6】投入バケットによってアスファルト混合物を投
入している説明図。
FIG. 6 is an explanatory view of charging the asphalt mixture with a charging bucket.

【図7】目地部補修作業が完了した切断面図。FIG. 7 is a cross-sectional view of the joint repair work completed.

【図8】第2の目地部補修本体の自由端側に内側へ向け
屈曲した屈曲部を設けた斜視図。
FIG. 8 is a perspective view in which a bent portion that is bent inward is provided on a free end side of a second joint portion repair main body.

【図9】金属筒に目地部補修部材を固着した説明図。FIG. 9 is an explanatory view in which a joint repair member is fixed to a metal cylinder.

【図10】目地部補修部材の変形例を示した図1と同様
の斜視図。
FIG. 10 is a perspective view similar to FIG. 1 showing a modified example of the joint repair member.

【図11】従来例を示した図3と同様の説明図。11 is an explanatory view similar to FIG. 3 showing a conventional example.

【図12】従来例を示した目地部補修部材の斜視図。FIG. 12 is a perspective view of a joint repair member showing a conventional example.

【符号の説明】[Explanation of symbols]

3 第1の目地部補修本体 5 第2の目地部補修本体 7 アーチ部 9 取付部 13 アーチ部 15 取付部 3 First joint repair body 5 Second joint repair body 7 arch part 9 Mounting part 13 Arch 15 Mounting part

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02B 3/04 E02B 3/16 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) E02B 3/04 E02B 3/16

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 波板状に形成された金属性の材質により
アーチを形成し、そのアーチ部の両サイドに長手方向に
沿って連続する取付部を設けた第1の目地部補修本体
と、第1の目地部補修本体と連続し、シート状に形成さ
れた柔軟性の材質によりアーチを形成し、そのアーチ部
の両サイドに、長手方向に沿って連続する取付部を設け
た第2の目地部補修本体とで形成することを特徴とする
堰堤等の目地部補修部材。
1. A first joint repair main body, wherein an arch is formed of a corrugated plate-shaped metallic material, and mounting portions that are continuous along the longitudinal direction are provided on both sides of the arch portion. A second arch that is continuous with the first joint repair body and is formed with a sheet-shaped flexible material to form an arch, and has attachment portions that are continuous along the longitudinal direction on both sides of the arch portion. A joint repairing member such as a dam, which is formed with the joint repair main body.
【請求項2】 第1の目地部補修本体と第2の目地部補
修本体の次に、さらに、前記第1,第2の目地部補修本
体が連続し合う組合せとしたことを特徴とする請求項1
記載の堰堤等の目地部補修部材。
2. The combination of the first joint repair body and the second joint repair body, and further, the first and second joint repair bodies are in a continuous combination. Item 1
Joint repairing material for the dam, etc.
【請求項3】 請求項1記載の目地部補修部材におい
て、第2の目地部補修本体の自由端側に、内側へ向け屈
曲する屈曲部を設けたことを特徴とする堰堤等の目地部
補修部材。
3. The joint repair member according to claim 1, wherein a bent portion that bends inward is provided on a free end side of the second joint repair main body. Element.
JP01825994A 1994-02-15 1994-02-15 Joint repair materials such as dams Expired - Lifetime JP3476528B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP01825994A JP3476528B2 (en) 1994-02-15 1994-02-15 Joint repair materials such as dams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP01825994A JP3476528B2 (en) 1994-02-15 1994-02-15 Joint repair materials such as dams

Publications (2)

Publication Number Publication Date
JPH07224416A JPH07224416A (en) 1995-08-22
JP3476528B2 true JP3476528B2 (en) 2003-12-10

Family

ID=11966688

Family Applications (1)

Application Number Title Priority Date Filing Date
JP01825994A Expired - Lifetime JP3476528B2 (en) 1994-02-15 1994-02-15 Joint repair materials such as dams

Country Status (1)

Country Link
JP (1) JP3476528B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5083996B2 (en) * 2009-07-10 2012-11-28 農林水産省北陸農政局長 Water leak measurement method

Also Published As

Publication number Publication date
JPH07224416A (en) 1995-08-22

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