JP3017482B1 - Pavement road surface cutting method and cutter used in the method - Google Patents

Pavement road surface cutting method and cutter used in the method

Info

Publication number
JP3017482B1
JP3017482B1 JP10318610A JP31861098A JP3017482B1 JP 3017482 B1 JP3017482 B1 JP 3017482B1 JP 10318610 A JP10318610 A JP 10318610A JP 31861098 A JP31861098 A JP 31861098A JP 3017482 B1 JP3017482 B1 JP 3017482B1
Authority
JP
Japan
Prior art keywords
cut
corner
road surface
cutter
pavement
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
JP10318610A
Other languages
Japanese (ja)
Other versions
JP2000144627A (en
Inventor
信一 椿森
敬之 島村
勝也 佐藤
優 村瀬
Original Assignee
株式会社エポ
羽田ヒューム管株式会社
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 株式会社エポ, 羽田ヒューム管株式会社 filed Critical 株式会社エポ
Priority to JP10318610A priority Critical patent/JP3017482B1/en
Application granted granted Critical
Publication of JP3017482B1 publication Critical patent/JP3017482B1/en
Publication of JP2000144627A publication Critical patent/JP2000144627A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

【要約】 【課題】余切を発生させずに舗装路面を四角形に切断す
る。 【解決手段】四角形のコーナーに円形のガイド穴2を内
接して設け、円形カッター4でガイド穴2間を切断し、
コーナーの未切断部分6をコーナーカッター5で切断す
る。ガイド穴2を設けたので回転カッターを使用しても
余切3が発生せず、効率良く舗装路面を四角形に切断で
きる。
An object of the present invention is to cut a pavement road surface into a square without generating a gap. A circular guide hole (2) is inscribed in a square corner, and a circular cutter (4) cuts between the guide holes (2).
The uncut portion 6 of the corner is cut by the corner cutter 5. Since the guide hole 2 is provided, the pavement road surface can be efficiently cut into a quadrangle without generating a margin 3 even when a rotary cutter is used.

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】本発明は、ガス管、水道管、
埋設筐体などの地下埋設物に対して工事をしたり、地下
埋設物確認のための試掘の際の舗装路面の切断方法及び
それに使用するカッターに関する。
The present invention relates to a gas pipe, a water pipe,
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for cutting a pavement road surface at the time of performing a work on an underground buried object such as a buried housing or a test excavation for confirming an underground buried object, and a cutter used therefor.

【0002】[0002]

【従来の技術】道路の舗装路面下には下水管、上水管、
通信、電力のための埋設管等の地下埋設物がある。地下
埋設物の補修、点検のために舗装路面を切断して掘削す
る場合がある。従来、舗装路面の切断は、四角形の切断
線を円形カッターで切断していた。
2. Description of the Related Art Sewage pipes, water pipes,
There are underground objects such as underground pipes for communication and power. In some cases, pavement is cut and excavated to repair or inspect underground buried objects. Conventionally, when cutting a pavement road surface, a square cutting line was cut with a circular cutter.

【0003】[0003]

【発明が解決しようとする課題】この従来の切断工法で
は、図7に示すように、円形カッター4を用いるため、
予定した斜線で示した切断領域の舗装の厚さdを完全に
切断撤去するには、円形カッター4の中心が切断線のコ
ーナーCに達するまで切断する必要がある。そのため、
舗装路面7においては、円形カッター4のほぼ半径分に
相当す部分を余分に切断しなければならず、必要領域以
外の場所にも切断線(余切)3が入りこみ、舗装の復旧
領域が大きくなり、舗装路版の撤去にも手間がかかって
いた。
In this conventional cutting method, a circular cutter 4 is used as shown in FIG.
In order to completely cut and remove the pavement thickness d in the cut area indicated by the oblique line, the circular cutter 4 needs to be cut until the center of the circular cutter 4 reaches the corner C of the cutting line. for that reason,
On the pavement road surface 7, a portion corresponding to the radius of the circular cutter 4 has to be cut excessively, and a cutting line (cut off) 3 enters into a place other than the necessary area, and the restoration area of the pavement is large. The removal of the pavement slab also took time.

【0004】また、余切3が生じないように回転カッタ
ー4の先端がコーナーCに達したところで切断を止める
と、コーナーの下側に未切断部分6が生じ、この部分の
切断撤去に労力を要することになる。また、余切をなく
し、補修領域を小さくし、かつ、舗装路面の早期復旧を
可能にした工法として円筒形のカッターで円形に切断す
る工法がある。しかし、四角形に掘削したほうが地下作
業において便利な場合もあるので、本発明は、余切を発
生させずに舗装路面を効率良く四角形に切断することを
課題とする。
[0004] When cutting is stopped when the tip of the rotary cutter 4 reaches the corner C so as not to generate the margin 3, an uncut portion 6 is formed below the corner, and labor is required for cutting and removing this portion. It will cost. In addition, there is a construction method in which a cutting area is reduced, a repair area is reduced, and a pavement road surface can be quickly restored. However, in some cases, it is more convenient to perform excavation in a quadrangular shape in underground work. Therefore, an object of the present invention is to efficiently cut a pavement road surface into a quadrangular shape without generating a gap.

【0005】[0005]

【課題を解決するための手段】四角形のコーナー位置に
ガイド穴を設け、その間を円形カッターで路面を切断
し、コーナー部に切り残された部分をコーナーカッター
で切除することで余切の発生しない舗装路面切断を可能
とした。また、四隅とガイド穴との間に生じた未切断部
分は、断面直角または円弧状の刃を有するコーナーカッ
ターで切断するようにした。
A guide hole is provided at a corner of a square, a road surface is cut by a circular cutter between the guide holes, and a remaining portion at the corner is cut off by a corner cutter so that no extra cut is generated. Pavement road surface cutting was made possible. An uncut portion generated between the four corners and the guide hole was cut by a corner cutter having a blade having a right-angle cross section or an arc-shaped blade.

【0006】[0006]

【発明の実施の形態】図面に基づいて舗装路面の切断方
法を説明する。図1、図2は本発明の切断工程図、図3
はコーナー部の平面図、図4はコーナー部の断面図を示
す。 実施例1 図1に示すように、舗装路面上の切断部分に四角形の切
断線1を描き、四角形のコーナーに内接させて、ボーリ
ング装置(図示しない)で円形のガイド穴2を設ける。
次いで円形ガイド穴2の間を切断線1に沿って円形カッ
ター4で切断し、図3に示すように円形カッター4の先
端部がコーナーCに達するまで切断する。この状態で
は、路面表面においては、切断線はコーナーCに到達し
ているが、舗装の深さ方向では、図4に示すように、未
切断部分6が存在しており、舗装路版を四角形に抜き取
り撤去することが不可能である。そこで、図5に示す断
面直角の切断刃を有するコーナーカッター5をコーナー
に設置し、振動、または、圧力を作用させて未切断部分
6を舗装の深さ方向に切断する。そこで、切断撤去すべ
き四角形の舗装路版の重心位置にドリルで穴をあけ、先
端に拡径部を有するアンカーを差込んで舗装版にアンカ
ーを食い込ませ、揚重機で引き上げて撤去する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A method for cutting a pavement road will be described with reference to the drawings. 1 and 2 show a cutting process diagram of the present invention, and FIG.
Is a plan view of a corner portion, and FIG. 4 is a cross-sectional view of the corner portion. Example 1 As shown in FIG. 1, a rectangular cutting line 1 is drawn in a cut portion on a pavement road surface, and is inscribed in a square corner, and a circular guide hole 2 is provided by a boring device (not shown).
Next, the space between the circular guide holes 2 is cut by the circular cutter 4 along the cutting line 1, and cut until the tip of the circular cutter 4 reaches the corner C as shown in FIG. In this state, on the road surface, the cutting line reaches the corner C, but in the depth direction of the pavement, as shown in FIG. It is impossible to remove it. Therefore, a corner cutter 5 having a cutting blade having a cross section perpendicular to that shown in FIG. Therefore, a hole is drilled at the position of the center of gravity of the rectangular pavement slab to be cut and removed, an anchor having an enlarged diameter portion is inserted at the tip, the anchor is digged into the pavement slab, and the lifting machine lifts the pavement to remove it.

【0007】実施例2 図2に工程を示すように基本的手順は、実施例1と同じ
である。図3において、円形カッター4の先端部分がガ
イド穴2に接する位置(T)まで切断する。舗装路面表
面においてはガイド穴2に切断線は接しているが、舗装
の深さ方向には未切断部分6が残っている。そこで、図
6に示す断面円弧状の刃を有するコーナーカッター5を
ガイド穴2に設置し、振動、または、圧力を加えて未切
断部分6を切断し、実施例1と同様に切断した舗装路版
を引き上げ撤去する。この場合は、図2に示すように、
四角形のコーナーにアールが付された形状に舗装路版が
撤去される。
Second Embodiment As shown in FIG. 2, the basic procedure is the same as that of the first embodiment. In FIG. 3, the circular cutter 4 is cut to a position (T) where the distal end portion contacts the guide hole 2. Although the cutting line is in contact with the guide hole 2 on the pavement road surface, an uncut portion 6 remains in the depth direction of the pavement. Therefore, a corner cutter 5 having an arc-shaped blade shown in FIG. 6 is installed in the guide hole 2, and the uncut portion 6 is cut by applying vibration or pressure, and the paved road is cut in the same manner as in the first embodiment. Pull up the plate and remove it. In this case, as shown in FIG.
The pavement slab is removed in a shape with round corners.

【0008】コーナーカッター5は、コーナーとガイド
穴2の間の未切断部分6を振動または油圧で切除するも
ので、本体部と先端に取り付けた刃部とからなる。円形
カッター4でどこまで舗装表面を切断するかによって、
断面円弧状、または、断面直角状のものを用いる。舗装
路版が撤去された後は、土留をしながら掘削機で土砂を
排土し必要な作業をおこなう。
The corner cutter 5 is for cutting off the uncut portion 6 between the corner and the guide hole 2 by vibration or hydraulic pressure, and comprises a main body and a blade attached to the tip. Depending on how far the pavement surface is cut with the circular cutter 4,
An arc-shaped cross section or a rectangular cross section is used. After the pavement slab has been removed, the excavator removes the earth and sand while retaining the soil, and performs necessary work.

【0009】[0009]

【発明の効果】四角形のコーナー位置にガイド穴を設け
て、その間を円形カッターで路面を切断するので従来工
法のように余切が発生せず、効率良く、舗装路面を四角
形に切断でき、作業時間が短縮される。円形のガイド穴
を四角形のコーナーに内接するように設け、円形カッタ
ーで円形ガイド穴と切断部分が接した地点まで切断し、
コーナー部とガイド穴の間の未切断部分を円弧状のコー
ナーカッターで、または、コーナーまで切断した場合
は、断面直角のコーナーカッターで切断するため、余切
が発生しない。
According to the present invention, a guide hole is provided at a corner of a square, and a road surface is cut by a circular cutter between the guide holes. Therefore, no piling is generated unlike the conventional method, and the pavement road surface can be efficiently cut into a square. Time is reduced. A circular guide hole is provided so as to be inscribed in the square corner, and cut with a circular cutter to the point where the circular guide hole and the cut part are in contact,
When the uncut portion between the corner portion and the guide hole is cut by an arc-shaped corner cutter, or when the corner is cut, the cut is made by a corner cutter having a right-angle cross section.

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

【図1】 本発明の切断工程図。FIG. 1 is a cutting process diagram of the present invention.

【図2】 本発明の切断工程図。FIG. 2 is a cutting process diagram of the present invention.

【図3】 本発明のコーナー部分の拡大平面図。FIG. 3 is an enlarged plan view of a corner portion of the present invention.

【図4】 本発明のコーナー部分の拡大断面図。FIG. 4 is an enlarged sectional view of a corner portion of the present invention.

【図5】 コーナーカッターの斜視図。FIG. 5 is a perspective view of a corner cutter.

【図6】 コーナーカッターの斜視図。FIG. 6 is a perspective view of a corner cutter.

【図7】 従来の切断工法の説明図。FIG. 7 is an explanatory view of a conventional cutting method.

【符号の説明】[Explanation of symbols]

1 切断線 2 ガイド穴 3 余切 4 円形カッター 5 コーナーカッター 6 未切断部分 7 舗装路面 DESCRIPTION OF SYMBOLS 1 Cutting line 2 Guide hole 3 Extra cut 4 Circular cutter 5 Corner cutter 6 Uncut part 7 Paved road surface

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐藤 勝也 京都府京都市山科区勧修寺南大日町1番 地の1 (72)発明者 村瀬 優 東京都新宿区西新宿1−22−2 (58)調査した分野(Int.Cl.7,DB名) E01C 23/09 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Katsuya Sato 1-1-1 Minami-Dainichicho, Kanshuji, Yamashina-ku, Kyoto-shi, Kyoto (72) Inventor: Yu Murase 1-22-2, Nishishinjuku, Shinjuku-ku, Tokyo (58) Field surveyed (Int.Cl. 7 , DB name) E01C 23/09

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】切断予定四角形のコーナー位置にガイド穴
を設け、円形カッターでガイド穴の間を切断する舗装路
面の切断方法。
1. A method for cutting a pavement road surface in which guide holes are provided at corner positions of a square to be cut, and the guide holes are cut by a circular cutter.
【請求項2】請求項1において、ガイド穴が円形であ
り、ガイド穴を四角形のコーナーに内接させた舗装路面
の切断方法。
2. The method for cutting a pavement road according to claim 1, wherein the guide hole is circular and the guide hole is inscribed in a square corner.
【請求項3】請求項1〜2のいずれかにおいて、未切断
のコーナー部分をコーナーの形状に合わせたカッターで
切断する舗装路面の切断方法。
3. The method for cutting a pavement road surface according to claim 1, wherein an uncut corner portion is cut by a cutter adapted to the shape of the corner.
JP10318610A 1998-11-10 1998-11-10 Pavement road surface cutting method and cutter used in the method Expired - Fee Related JP3017482B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10318610A JP3017482B1 (en) 1998-11-10 1998-11-10 Pavement road surface cutting method and cutter used in the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10318610A JP3017482B1 (en) 1998-11-10 1998-11-10 Pavement road surface cutting method and cutter used in the method

Publications (2)

Publication Number Publication Date
JP3017482B1 true JP3017482B1 (en) 2000-03-06
JP2000144627A JP2000144627A (en) 2000-05-26

Family

ID=18101069

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10318610A Expired - Fee Related JP3017482B1 (en) 1998-11-10 1998-11-10 Pavement road surface cutting method and cutter used in the method

Country Status (1)

Country Link
JP (1) JP3017482B1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102459631B1 (en) * 2021-10-21 2022-10-26 나남열 Multi-cutting apparatus for cutting block of repairing a square shape manhole and method repairing the manhole thereof

Also Published As

Publication number Publication date
JP2000144627A (en) 2000-05-26

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