JPH0718621A - Pavement cutting and removing engineering method - Google Patents

Pavement cutting and removing engineering method

Info

Publication number
JPH0718621A
JPH0718621A JP18914593A JP18914593A JPH0718621A JP H0718621 A JPH0718621 A JP H0718621A JP 18914593 A JP18914593 A JP 18914593A JP 18914593 A JP18914593 A JP 18914593A JP H0718621 A JPH0718621 A JP H0718621A
Authority
JP
Japan
Prior art keywords
pavement
cutting
cut
required depth
blade
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
JP18914593A
Other languages
Japanese (ja)
Other versions
JP3308351B2 (en
Inventor
Noriyuki Shimamura
敬之 島村
Shinichi Tsubakimori
信一 椿森
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.)
EPO KK
HANEDA FUME CAN KK
Original Assignee
EPO KK
HANEDA FUME CAN KK
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 EPO KK, HANEDA FUME CAN KK filed Critical EPO KK
Priority to JP18914593A priority Critical patent/JP3308351B2/en
Publication of JPH0718621A publication Critical patent/JPH0718621A/en
Application granted granted Critical
Publication of JP3308351B2 publication Critical patent/JP3308351B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Road Repair (AREA)

Abstract

PURPOSE:To cut a pavement in the shape of a ring including a bent part to a required depth and to prevent the generation of surplus cut-in the bent part during circular butting at the time of removing a cut pavement block. CONSTITUTION:In an engineering method for cutting a pavement l like a ring including a bent part (corner part 4) to a required depth and removing a cut pavement block, the pavement 1 is cut like a ring to a required depth, with the bent part left undone by a disc blade 3. In the bent part, the pavement is cut to a required depth by a vibrating chisel 5 including a bent blade 6 of the same shape as that of the bent part.

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、道路の試掘工事や道路
占用物周囲の舗装工事等に際して、舗装を環状に切断す
ると共に切断した舗装塊を取り外すための舗装切断取外
し工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pavement cutting and removing method for cutting a pavement in an annular shape and removing the cut pavement mass during a road trial digging work or a pavement work around a road-occupied object.

【0002】[0002]

【従来の技術】道路の試掘工事は、舗装を四角形や円形
等の環状に切断すると共に切断した舗装塊を破砕し又は
破砕せずに取り外す工程を含み、また道路占用物周囲の
舗装工事は、マンホール枠等の道路占用物周囲の舗装を
四角形や円形等の環状に切断すると共に切断した舗装塊
を破砕し又は破砕せずに取り外す工程を含むものである
が、前記工事は何れも、舗装を環状に所要深さまで切断
すると共に切断した舗装塊を取り外す工法を必要とす
る。
2. Description of the Related Art Road excavation work includes a step of cutting a pavement into an annular shape such as a quadrangle or a circle and crushing the cut pavement mass or removing it without crushing it. It includes a step of cutting the pavement around the road occupation such as a manhole frame into a ring shape such as a square or a circle and crushing the cut pavement mass or removing it without crushing, but all of the above constructions make the pavement ring shape. It requires a method of cutting to the required depth and removing the cut pavement mass.

【0003】舗装を円形状に切断する場合は、円筒状ビ
ットをその中心軸線を中心に回転させたり、円板状ブレ
ードを円軌道に沿って連続的に移動させることにより問
題なく実施できる。しかしながら、舗装を四角形状等の
ように屈曲部を含む環状に切断する場合は、直線部や比
較的大きな湾曲部等は円板状ブレードにより容易に切断
できるとしても、角部等のように円板状ブレードが通過
できない屈曲部にも所要深さの切断を実現するために
は、円板状ブレードをその中心が屈曲部を越えるまで進
行させる必要があり、その場合に前記屈曲部において環
状軌道を逸脱する過剰切断、即ち余切りが必然的に発生
する。
When cutting the pavement into a circular shape, it can be carried out without problems by rotating the cylindrical bit around its central axis or by continuously moving the disk-shaped blade along a circular orbit. However, when the pavement is cut into an annular shape including a bent portion such as a quadrangular shape, even if a straight portion or a relatively large curved portion can be easily cut with a disc-shaped blade, a circular portion such as a corner portion is cut. In order to achieve the required depth of cutting even in the bent portion where the plate blade cannot pass, it is necessary to advance the disc blade until the center of the blade exceeds the bent portion. Excessive cutting deviating from the above, that is, surplus cutting is inevitably generated.

【0004】しかして、舗装上の前記余切りは、仕上げ
補修により開口部のみ塞がれるとしても美観や強度を損
なうと共に舗装内部への雨水の侵入を許して舗装の支持
力を低下させる等の問題を生じる。
However, even if only the opening is closed by finishing repair, the margin on the pavement impairs the aesthetics and strength and allows rainwater to enter the interior of the pavement to lower the bearing capacity of the pavement. Cause problems.

【0005】[0005]

【発明が解決しようとする課題】本発明の課題は、舗装
を屈曲部を含む環状に所要深さまで切断すると共に切断
した舗装塊を取り外すに際して、環状切断時に屈曲部に
余切りを発生させない舗装切断取外し工法を提供するこ
とにある。
SUMMARY OF THE INVENTION An object of the present invention is to cut a pavement into an annular shape including a bent portion to a required depth and to remove a cut pavement mass without cutting a pavement at the bent portion. To provide a removal method.

【0006】[0006]

【課題を解決するための手段】本発明に係る舗装切断取
外し工法は、舗装を屈曲部を含む環状に所要深さまで切
断すると共に切断した舗装塊を取り外す工法において、
舗装を円板状ブレードにより屈曲部を残して環状に所要
深さまで切断すると共に、屈曲部においてそれと同形の
屈曲刃を備えた振動のみにより所要深さまで切断するこ
とを特徴としている。
A pavement cutting and removing method according to the present invention is a method of cutting a pavement into an annular shape including a bent portion to a required depth and removing the cut pavement mass.
The pavement is characterized in that it is cut to a required depth in an annular shape with a disc-shaped blade leaving the bent portion, and is cut to the required depth only by vibration provided with a bending blade having the same shape as the bent portion.

【0007】[0007]

【作用】舗装の環状切断の内、屈曲部以外の部分は円板
状ブレードにより所要深さまで切断され、円板状ブレー
ドでは所要深さまで切断できない屈曲部は振動のみによ
り所要深さまで切断される。前記円板状ブレードによる
切断は、例えばそれを備えた公知の舗装切断車等により
行うことができ、また振動のみによる切断は、例えばそ
れを取り付けた公知のブレーカ等により行うことができ
る。円板状ブレードによる切断と振動のみによる切断と
は何れが先行しても差し支えないが、円板状ブレードの
切断溝端部を振動のみ先端の案内とし得る点では、前者
の切断を先行させることが好ましい。
In the annular cutting of the pavement, the portion other than the bent portion is cut to the required depth by the disc blade, and the bent portion which cannot be cut to the required depth by the disc blade is cut to the required depth only by vibration. The cutting with the disk-shaped blade can be performed, for example, by a known paving cutting wheel equipped with the blade, and the cutting only by vibration can be performed, for example, by a known breaker to which the blade is attached. It does not matter which of the cutting by the disc-shaped blade and the cutting by the vibration precedes, but in that the cutting groove end of the disc-shaped blade can be guided only by the vibration, the former cutting can precede. preferable.

【0008】切断した舗装塊は、例えば特公昭61−2
5844号公報、特公昭61−33938号公報或は特
公昭63−55562号公報等に示されるように、目的
その他に応じて破砕や吊り上げ等の公知手段により取り
外される。なお、前記環状切断に際して円板状ブレード
による切断部分と振動のみによる切断部分との境界付近
に切断の重複個所や未切断個所が一部生じても、舗装塊
の本取外し工程に支障はない。
[0008] The cut pavement lump is, for example, Japanese Patent Publication No. 61-2.
As disclosed in Japanese Patent Publication No. 5844, Japanese Patent Publication No. 61-33938, Japanese Patent Publication No. 63-55562, etc., it is detached by known means such as crushing or lifting depending on the purpose and the like. It should be noted that, in the annular cutting, even if a part of overlapping cutting or a part of uncutting occurs near the boundary between the cutting part by the disk-shaped blade and the cutting part only by vibration, this does not hinder the main removal process of the pavement mass.

【0009】[0009]

【実施例】図1は本発明の実施例に係る舗装切断取外し
工法における環状切断工程を示し、(A)は環状切断後
の平面図、(B)は円板状ブレードによる切断時の断面
図、(C)は振動のみによる切断時の断面図、(D)は
振動のみの要部斜視図である。
FIG. 1 shows an annular cutting step in a pavement cutting and removing method according to an embodiment of the present invention, (A) is a plan view after annular cutting, and (B) is a sectional view at the time of cutting with a disc-shaped blade. , (C) is a sectional view at the time of cutting only by vibration, and (D) is a perspective view of a main part only by vibration.

【0010】同図において、舗装1は四角形の環状に所
要深さまで切断され、直線部2は円板状ブレード3によ
り切断されると共に、屈曲部である各角部4は同図
(D)に示すような振動のみ5により切断され、該振動
のみ5は各角部4と同形の略直角の屈曲刃6を備えてい
る。円板状ブレード3による切断は、同図(B)に斜線
で示すように、直線部2において各角部4を越えないよ
うに各角部4又はその手前まで行われ、従って各角部4
付近においては所要の切断深さに達していない。また、
振動のみ5による切断は、同図(C)に前記と反対方向
の斜線で示すように、円板状ブレード3では所要深さま
で切断できない各角部4及びその付近が所要の切断深さ
まで切断される。
In FIG. 1, the pavement 1 is cut into a rectangular ring shape to a required depth, the straight line portion 2 is cut by a disc-shaped blade 3, and each corner portion 4 which is a bent portion is shown in FIG. It is cut by only the vibrations 5 as shown, which vibrations 5 are provided with bending blades 6 of the same shape as the corners 4 and having a substantially right angle. The cutting with the disk-shaped blade 3 is performed to each corner 4 or to the front thereof so as not to exceed each corner 4 in the straight line portion 2 as indicated by the diagonal lines in FIG.
The required cutting depth has not been reached in the vicinity. Also,
As shown by the diagonal lines in the opposite direction to the above, the vibration-only cutting 5 cuts each corner 4 and its vicinity that cannot be cut to the required depth by the disk-shaped blade 3 to the required cutting depth. It

【0011】なお、図2は従来技術における環状切断工
程を示し、(A)は環状切断後の平面図、(B)は円板
状ブレードによる切断時の断面図である。
2A and 2B show an annular cutting step in the prior art, FIG. 2A is a plan view after the annular cutting, and FIG. 2B is a sectional view at the time of cutting with a disc-shaped blade.

【0012】同図において、舗装1は円板状ブレード3
により四角形の環状に所要深さまで切断され、屈曲部で
ある各角部4においても所要深さに切断するために、各
角部4に交差状の余切り6が生じている。円板状ブレー
ド3による切断は、同図(B)に斜線で示すように、円
板状ブレード3中心が各角部4に達するまで行われ、そ
の結果として前記余切り6が必然的に生じる。
In the figure, the pavement 1 is a disc-shaped blade 3
Due to this, a rectangular annular shape is cut to a required depth, and each corner portion 4 that is a bent portion also has a cross-shaped extra cut 6 in order to cut to a required depth. The cutting by the disc-shaped blade 3 is performed until the center of the disc-shaped blade 3 reaches each corner 4, as shown by the hatched portion in FIG. 1B, and as a result, the extra cut 6 is inevitably produced. .

【0013】[0013]

【発明の効果】本発明は以上のように構成されるので、
舗装を屈曲部を含む環状に所要深さまで切断すると共に
切断した舗装塊を取り外すに際して、環状切断時に屈曲
部に余切りを発生させない効果を奏する。
Since the present invention is constructed as described above,
When the pavement is cut to an annular shape including the bent portion to a required depth and the cut pavement mass is removed, it is possible to prevent an excess cut from being generated in the bent portion during the annular cutting.

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

【図1】本発明の実施例に係る舗装切断取外し工法にお
ける環状切断工程を示し、(A)は環状切断後の平面
図、(B)は円板状ブレードによる切断時の断面図、
(C)は振動のみによる切断時の断面図、(D)は振動
のみの要部斜視図である。
1 shows an annular cutting step in a pavement cutting removal method according to an embodiment of the present invention, (A) is a plan view after annular cutting, (B) is a cross-sectional view at the time of cutting with a disc-shaped blade,
(C) is a cross-sectional view at the time of cutting only by vibration, and (D) is a perspective view of a main part only by vibration.

【図2】従来技術における環状切断工程を示し、(A)
は環状切断後の平面図、(B)は円板状ブレードによる
切断時の断面図である。
FIG. 2 shows a circular cutting step in the prior art, (A)
Is a plan view after annular cutting, and (B) is a cross-sectional view at the time of cutting with a disc-shaped blade.

【符号の説明】[Explanation of symbols]

1 舗装 3 円板状ブレード 4 角部 5 振動のみ 6 屈曲刃 1 Pavement 3 Disc blade 4 Corner 5 Vibration only 6 Bending blade

───────────────────────────────────────────────────── フロントページの続き (72)発明者 椿森 信一 京都府京都市山科区勧修寺南大日町1番地 の1 株式会社エポ内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Shinichi Tsubakimori 1 Eppo Co., Ltd., 1 Minami Dainichicho, Kyoshuji, Yamashina-ku, Kyoto-shi, Kyoto

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 舗装を屈曲部を含む環状に所要深さまで
切断すると共に切断した舗装塊を取り外す工法におい
て、舗装を円板状ブレードにより屈曲部を残して環状に
所要深さまで切断すると共に、屈曲部においてそれと同
形の屈曲刃を備えた振動のみにより所要深さまで切断す
ることを特徴とする舗装切断取外し工法。
1. A method of cutting a pavement into an annular shape including a bent portion to a required depth and removing the cut pavement mass, in which the pavement is cut into an annular shape to a required depth while leaving a bent portion with a disc blade. A pavement cutting removal method characterized by cutting to a required depth only by vibration with a bending blade of the same shape as that of the section.
JP18914593A 1993-06-30 1993-06-30 Paving cutting method Expired - Fee Related JP3308351B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18914593A JP3308351B2 (en) 1993-06-30 1993-06-30 Paving cutting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18914593A JP3308351B2 (en) 1993-06-30 1993-06-30 Paving cutting method

Publications (2)

Publication Number Publication Date
JPH0718621A true JPH0718621A (en) 1995-01-20
JP3308351B2 JP3308351B2 (en) 2002-07-29

Family

ID=16236178

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18914593A Expired - Fee Related JP3308351B2 (en) 1993-06-30 1993-06-30 Paving cutting method

Country Status (1)

Country Link
JP (1) JP3308351B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5049404A (en) * 1987-04-01 1991-09-17 Polaroid Corporation Method and apparatus for applying ultra-thin coatings to a substrate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5049404A (en) * 1987-04-01 1991-09-17 Polaroid Corporation Method and apparatus for applying ultra-thin coatings to a substrate

Also Published As

Publication number Publication date
JP3308351B2 (en) 2002-07-29

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