JP2021173009A - Protector of embedded object and installation structure - Google Patents

Protector of embedded object and installation structure Download PDF

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JP2021173009A
JP2021173009A JP2020075950A JP2020075950A JP2021173009A JP 2021173009 A JP2021173009 A JP 2021173009A JP 2020075950 A JP2020075950 A JP 2020075950A JP 2020075950 A JP2020075950 A JP 2020075950A JP 2021173009 A JP2021173009 A JP 2021173009A
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buried object
shell member
protective device
inner shell
rotary blade
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JP7432433B2 (en
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純一 見立
Junichi Mitachi
和宏 深谷
Kazuhiro Fukaya
伸 伊藤
Shin Ito
祐介 北村
Yusuke Kitamura
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Mirai Industry Co Ltd
Yurtec Corp
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Yurtec Corp
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Abstract

To provide a protector of an embedded object that exhibits a protecting function of an underground embedded object more surely and/or that is light-weight, compact and easy to be handled.SOLUTION: A protector 100 of an embedded object protects an underground embedded object from a road cutter. The protector 100 of an embedded object comprises a sheet member 101 constituted to be entangled into a rotary cutter of a road cutter when coming into contact with the rotary cutter, a hollow cylindrical inner shell member 103 for housing inside the sheet member 101 in a non-restricted state, and a rigid and hollow cylindrical outer shell member 104 for housing inside the inner shell member 103. In at least a part of the circumferential directions of the inner shell member 103 and the outer shell member 104, a gap is formed between the outside surface of the inner shell member 103 and the inside surface of the outer shell member 104.SELECTED DRAWING: Figure 1

Description

本発明は、地下埋設物を道路カッター等の土木作業用工具から防護するための埋設物防護具、および、その設置構造に関する。 The present invention relates to a buried object protective device for protecting an underground buried object from a civil engineering work tool such as a road cutter, and an installation structure thereof.

配管や配線などの地下埋設物が道路の舗装材の下に埋設されている。道路工事において道路カッターによって舗装材を切断する際、該道路カッターにより誤って地下埋設物を切断等して損傷させることがあった。このような損傷を防止すべく、種々の埋設物防護具が用いられている。 Underground objects such as pipes and wiring are buried under the pavement of the road. When cutting a pavement material with a road cutter in road construction, the road cutter may accidentally cut and damage the underground buried object. Various buried object protective devices are used to prevent such damage.

例えば、特許文献1は、回転する舗装切断カッターの刃(道路カッター)を停止させ防護対象埋設物の損傷を阻止する地中埋設防護具を開示する。以下、当該段落において、()内に特許文献1の符号を示す。特許文献1の地中埋設防護具は、外装が剛性体からなる中空平板状の箱体(1)内に、この箱体(1)の内底面に敷き詰める形状の高強度繊維シート(2)をスペーサ部材(5)により箱体(1)の底面から浮かせて配置させ、高強度繊維シート(2)上に載置される弾性体(7)が箱体(1)の天井との間で箱体(1)に収納された部材を一時的に押圧保持するように収めたものである。地中埋設物防護具は、防護対象埋設物(15)と舗装路面(12)との間の地中に埋設される。舗装切断カッター刃(11)が該防護具に切り込まれた場合に、該防護具全体が切断される前にカッター刃(11)の溝に高強度繊維シート(2)が絡まり、カッター刃(11)が箱体(1)に作った切溝に次々と高強度繊維シート(2)と供に食い込み、カッター刃(11)の回転に抵抗する。これにより舗装切断カッターの過負荷保護装置が働きカッター刃(11)の回転を止めることで下方に埋設された防護対象埋設物(15)の損傷を防ぐ。 For example, Patent Document 1 discloses an underground protective device that stops a rotating pavement cutting cutter blade (road cutter) to prevent damage to a buried object to be protected. Hereinafter, in the paragraph, the reference numerals of Patent Document 1 are shown in parentheses. The underground protective equipment of Patent Document 1 is a high-strength fiber sheet (2) having a shape of being spread on the inner bottom surface of the box body (1) in a hollow flat plate-shaped box body (1) whose exterior is made of a rigid body. The elastic body (7) placed on the high-strength fiber sheet (2) is placed floating from the bottom surface of the box body (1) by the spacer member (5), and is placed between the box and the ceiling of the box body (1). The member housed in the body (1) is temporarily pressed and held. The underground buried object protective equipment is buried in the ground between the protected buried object (15) and the paved road surface (12). When the pavement cutting cutter blade (11) is cut into the protective equipment, the high-strength fiber sheet (2) is entangled in the groove of the cutter blade (11) before the entire protective equipment is cut, and the cutter blade (cutter blade (11) The 11) bites into the cut groove made in the box body (1) one after another together with the high-strength fiber sheet (2) to resist the rotation of the cutter blade (11). As a result, the overload protection device of the pavement cutting cutter works to stop the rotation of the cutter blade (11), thereby preventing damage to the protected object (15) buried below.

特許文献2は、道路カッターに対する地下埋設物の切断防護材を開示する。以下、当該段落において、()内に特許文献2の符号を示す。特許文献2の切断防護材(1)は、好ましくは塩化ビニルやポリプロピレン、ポリエチレン等の合成樹脂製のパイプ材(4)の外周に、コンクリート(5)が一定以上の被り厚T(15mm以上)で被覆されており、前記パイプ材(4)の中空部内の長手方向に、道路カッター(3)では切断し難い難切断性でもつれ易い長繊維材(6)を非拘束の状態で複数本挿入して構成されている。地下埋設物(2)を埋設する工事に際し、その地下埋設物(2)よりも少し地表面に近い位置に、且つ同地下埋設物(2)に沿う両側位置に埋設して使用される。その後に発生した道路工事等に際し、作業員が地下埋設物(2)の存在について何の予備知識もなく道路カッター(3)を運転して道路の切断を行った場合でも、カッター(3)が地下埋設物(2)に接近すると、カッター(3)が切断防護材(1)のコンクリート(5)を切断し、更にパイプ材(4)の切断にまで進むと、同パイプ材(4)の中空部内に非拘束状態に挿入された難切断性でもつれ易い長繊維材(6)がほとんど切断されることなくカッター(3)の刃先にまとわりつき、コンクリート(5)の切り口(7)からズルズルと引き出されるような状態となる。その結果、カッター(3)に対する摩擦力が絶大なものとなり、カッター(3)の回転を著しく困難にし、又は停止させる現象を呈して、切断作業は中断するのをやむなきに至る。 Patent Document 2 discloses a cutting protective material for underground buried objects against a road cutter. Hereinafter, in the paragraph, the reference numerals of Patent Document 2 are shown in parentheses. The cutting protective material (1) of Patent Document 2 is preferably a pipe material (4) made of synthetic resin such as vinyl chloride, polypropylene, or polyethylene, and has a concrete (5) covering thickness T (15 mm or more) of a certain value or more. In the longitudinal direction in the hollow portion of the pipe material (4), a plurality of long fiber materials (6) that are difficult to cut with the road cutter (3) and easily entangled are inserted in an unrestrained state. It is composed of. When burying the underground buried object (2), it is used by burying it at a position slightly closer to the ground surface than the underground buried object (2) and at both sides along the underground buried object (2). Even if the worker drives the road cutter (3) to cut the road without any prior knowledge about the existence of the underground buried object (2) during the road construction that occurs after that, the cutter (3) will still work. When approaching the underground buried object (2), the cutter (3) cuts the concrete (5) of the cutting protective material (1), and further proceeds to the cutting of the pipe material (4). The long fiber material (6), which is difficult to cut and easily entangled in the hollow part, clings to the cutting edge of the cutter (3) with almost no cutting, and slips from the cut end (7) of the concrete (5). It will be in a state of being pulled out. As a result, the frictional force with respect to the cutter (3) becomes enormous, and the rotation of the cutter (3) becomes extremely difficult or stopped, and the cutting work is unavoidably interrupted.

特開2011−211883号公報Japanese Unexamined Patent Publication No. 2011-211883 特開2004−360867号公報Japanese Unexamined Patent Publication No. 2004-360867

特許文献1の地中埋設防護具では、道路カッターで金属製の板材(箱体)を切断すると、切溝に金属バリが発生し易い。それ故、高強度繊維シートは、道路カッターの刃に十分に絡まる前に切溝の金属バリに引っ掛かって切溝から引き出されない場合が多々あることが不具合としてあった。このように、高強度繊維シートが切溝から引き出されなかった場合、刃の回転を止めることができず、地下埋設物の防護機能を確実に発揮できないことが問題であった。他方、特許文献2の切断防護材は、金属板を用いないかわりにコンクリート製の外装材を用いたものである。当該切断防護材では、金属バリの発生による問題は生じない。しかしながら、切断防護材は、15mm厚以上のコンクリートの外装材を必要とすることから、重量および外形が大きくなって取り扱いが不便になることが問題であった。 In the underground protective equipment of Patent Document 1, when a metal plate (box body) is cut with a road cutter, metal burrs are likely to occur in the cut groove. Therefore, the high-strength fiber sheet has a problem that it is often caught in the metal burr of the cut groove and cannot be pulled out from the cut groove before it is sufficiently entangled with the blade of the road cutter. As described above, when the high-strength fiber sheet is not pulled out from the cut groove, the rotation of the blade cannot be stopped, and the problem is that the protective function of the underground buried object cannot be reliably exerted. On the other hand, the cutting protective material of Patent Document 2 uses a concrete exterior material instead of using a metal plate. The cutting protective material does not cause any problem due to the generation of metal burrs. However, since the cutting protective material requires a concrete exterior material having a thickness of 15 mm or more, there is a problem that the weight and the outer shape become large and the handling becomes inconvenient.

本発明は、上記課題の少なくとも一方を解決するためになされたものであり、その目的は、地下埋設物の防護機能をより確実に発揮し、および/または、軽量且つコンパクトで取り扱い容易な埋設物防護具、および、その設置構造を提供することにある。 The present invention has been made to solve at least one of the above problems, and an object thereof is to more reliably exert a protective function of an underground buried object and / or a lightweight, compact and easy-to-handle buried object. To provide protective equipment and its installation structure.

請求項1に記載の埋設物防護具は、地下埋設物を道路カッターから防護するための埋設物防護具であって、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を非拘束状態で内部に収容する中空筒状の内殻部材と、
前記内殻部材を内部に収容する剛性且つ中空筒状の外殻部材と、を備え、
前記内殻部材および前記外殻部材の周方向の少なくとも一部において、前記内殻部材外面と前記外殻部材内面との間に空隙が形成されていることを特徴とする。
The buried object protective device according to claim 1 is a buried object protective device for protecting an underground buried object from a road cutter.
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A hollow cylindrical inner shell member that houses the sheet member in an unrestrained state, and
A rigid and hollow cylindrical outer shell member for accommodating the inner shell member is provided.
At least a part of the inner shell member and the outer shell member in the circumferential direction is characterized in that a gap is formed between the outer surface of the inner shell member and the inner surface of the outer shell member.

請求項2に記載の埋設物防護具は、請求項1に記載の埋設物防護具において、前記シート部材を包囲する防水性または低透水性の袋部材をさらに備えることを特徴とする。 The buried object protective device according to claim 2 is the buried object protective device according to claim 1, further comprising a waterproof or low water permeability bag member surrounding the sheet member.

請求項3に記載の埋設物防護具は、請求項1または2に記載の埋設物防護具において、前記空隙は前記内殻部材および前記外殻部材の周方向全体に亘って形成されていることを特徴とする。 The buried object protective device according to claim 3 is the buried object protective device according to claim 1 or 2, wherein the gap is formed in the entire circumferential direction of the inner shell member and the outer shell member. It is characterized by.

請求項4に記載の埋設物防護具は、請求項1から3のいずれか一項に記載の埋設物防護具において、前記外殻部材は、前記内殻部材よりも薄肉であることを特徴とする。 The buried object protective device according to claim 4 is the buried object protective device according to any one of claims 1 to 3, wherein the outer shell member is thinner than the inner shell member. do.

請求項5に記載の埋設物防護具は、請求項1から4のいずれか一項に記載の埋設物防護具において、前記内殻部材は合成樹脂製であり、前記外殻部材は金属製であることを特徴とする。 The buried object protective device according to claim 5 is the buried object protective device according to any one of claims 1 to 4, wherein the inner shell member is made of synthetic resin and the outer shell member is made of metal. It is characterized by being.

請求項6に記載の埋設物防護具は、請求項1から5のいずれか一項に記載の埋設物防護具において、前記外殻部材の端部は、閉塞部材によって閉塞されていることを特徴とする。 The buried object protective device according to claim 6 is the buried object protective device according to any one of claims 1 to 5, wherein the end portion of the outer shell member is closed by a closing member. And.

請求項7に記載の埋設物防護具は、請求項6に記載の埋設物防護具において、前記内殻部材外面が前記外殻部材内面から周方向全体で離隔するように前記内殻部材の端部が前記閉塞部材に支持されていることを特徴とする。 The buried object protective device according to claim 7 is the end of the inner shell member according to claim 6 so that the outer surface of the inner shell member is separated from the inner surface of the outer shell member in the entire circumferential direction. The portion is supported by the closing member.

請求項8に記載の埋設物防護具は、請求項1から7のいずれか一項に記載の埋設物防護具において、前記内殻部材は、略円形の横断面形状を有し、前記外殻部材は略矩形の横断面形状を有することを特徴とする。 The buried object protective device according to claim 8 is the buried object protective device according to any one of claims 1 to 7, wherein the inner shell member has a substantially circular cross-sectional shape, and the outer shell has a substantially circular cross-sectional shape. The member is characterized by having a substantially rectangular cross-sectional shape.

請求項9に記載の埋設物防護具は、請求項1から8のいずれか一項に記載の埋設物防護具において、前記シート部材は、横断面視において、略U字状または略V字状に折り曲げられて前記内殻部材に収容されていることを特徴とする。 The buried object protective device according to claim 9 is the buried object protective device according to any one of claims 1 to 8, and the sheet member has a substantially U-shape or a substantially V-shape in a cross-sectional view. It is characterized in that it is bent into a shell member and housed in the inner shell member.

請求項10に記載の埋設物防護具は、地下埋設物を道路カッターから防護するための埋設物防護具であって、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を包囲する防水性または低透水性の袋部材と、
前記シート部材を非拘束状態で内部に収容する筒部材と、を備え、
前記シート部材は、横断面視において、略U字状または略V字状に折り曲げられて前記内殻部材に収容されていることを特徴とする。
The buried object protective device according to claim 10 is a buried object protective device for protecting an underground buried object from a road cutter.
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A waterproof or low water permeability bag member that surrounds the sheet member,
A tubular member that houses the seat member inside in an unrestrained state is provided.
The sheet member is bent into a substantially U-shape or a substantially V-shape in cross-sectional view and is housed in the inner shell member.

請求項11に記載の埋設物防護具は、請求項9または10に記載の埋設物防護具において、前記シート部材は、前記内殻部材の内部で周方向に転動しないように保持されていることを特徴とする。 The buried object protective device according to claim 11 is the buried object protective device according to claim 9 or 10, wherein the sheet member is held inside the inner shell member so as not to roll in the circumferential direction. It is characterized by that.

請求項12に記載の埋設物防護具は、請求項9から11のいずれか一項に記載の埋設物防護具において、前記シート部材の折り曲げ姿勢の向きを外部に表示する表示部をさらに備えることを特徴とする。 The buried object protective device according to claim 12 is the buried object protective device according to any one of claims 9 to 11, further comprising a display unit for displaying the direction of the bent posture of the seat member to the outside. It is characterized by.

請求項13に記載の埋設物防護具は、地下埋設物を道路カッターから防護するための埋設物防護具であって、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を包囲する防水性または低透水性の袋部材と、
前記シート部材を非拘束状態で内部に収容する中空筒状の合成樹脂製の内殻部材と、
前記内殻部材を内部に収容する剛性且つ中空筒状の金属製の外殻部材と、を備え、
前記外殻部材は、前記内殻部材よりも薄肉であることを特徴とする。
The buried object protective device according to claim 13 is a buried object protective device for protecting an underground buried object from a road cutter.
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A waterproof or low water permeability bag member that surrounds the sheet member,
A hollow cylindrical synthetic resin inner shell member that houses the sheet member in an unrestrained state, and
A rigid and hollow cylindrical metal outer shell member for accommodating the inner shell member is provided.
The outer shell member is characterized in that it is thinner than the inner shell member.

請求項14に記載の設置構造は、地下埋設物を道路カッターから防護するための埋設物防護具を設置した設置構造であって、
前記埋設物防護具は、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を非拘束状態で内部に収容する中空筒状の内殻部材と、
前記内殻部材を内部に収容する剛性且つ中空筒状の外殻部材と、を備え、
前記内殻部材の少なくとも地上側を向く外面上において、前記内殻部材外面と前記外殻部材内面との間に空隙が形成されていることを特徴とする。
The installation structure according to claim 14 is an installation structure in which a buried object protective device for protecting an underground buried object from a road cutter is installed.
The buried object protective equipment
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A hollow cylindrical inner shell member that houses the sheet member in an unrestrained state, and
A rigid and hollow cylindrical outer shell member for accommodating the inner shell member is provided.
A gap is formed between the outer surface of the inner shell member and the inner surface of the outer shell member on the outer surface of the inner shell member facing at least the ground side.

請求項15に記載の設置構造は、地下埋設物を道路カッターから防護するための埋設物防護具を設置した設置構造であって、
前記埋設物防護具は、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を非拘束状態で内部に収容する中空筒状の内殻部材と、
前記内殻部材を内部に収容する剛性且つ中空筒状の外殻部材と、を備え、
前記シート部材は、前記埋設物防護具の横断面視において、略U字状または略V字状に折り曲げられて前記内殻部材に収容され、前記シート部材の略U字形状または略V字形状の開放端が地上側を向くように配置されていることを特徴とする。
The installation structure according to claim 15 is an installation structure in which a buried object protective device for protecting an underground buried object from a road cutter is installed.
The buried object protective equipment
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A hollow cylindrical inner shell member that houses the sheet member in an unrestrained state, and
A rigid and hollow cylindrical outer shell member for accommodating the inner shell member is provided.
The sheet member is bent into a substantially U-shape or a substantially V-shape and housed in the inner shell member in a cross-sectional view of the buried object protective device, and the sheet member has a substantially U-shape or a substantially V-shape. It is characterized in that the open end of the is arranged so as to face the ground side.

請求項16に記載の設置構造は、地下埋設物を道路カッターから防護するための埋設物防護具を設置した設置構造であって、
前記埋設物防護具は、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を包囲する防水性または低透水性の袋部材と、
前記シート部材を非拘束状態で内部に収容する筒部材と、を備え、
前記シート部材は、前記埋設物防護具の横断面視において、略U字状または略V字状に折り曲げられて前記筒部材に収容され、前記シート部材の略U字形状または略V字形状の開放端が地上側を向くように配置されていることを特徴とする。
The installation structure according to claim 16 is an installation structure in which a buried object protective device for protecting an underground buried object from a road cutter is installed.
The buried object protective equipment
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A waterproof or low water permeability bag member that surrounds the sheet member,
A tubular member that houses the seat member inside in an unrestrained state is provided.
The sheet member is bent into a substantially U-shape or a substantially V-shape and housed in the tubular member in a cross-sectional view of the buried object protective device, and the seat member has a substantially U-shape or a substantially V-shape. It is characterized in that the open end is arranged so as to face the ground side.

請求項1に記載の埋設物防護具によれば、埋設物防護具に道路カッターが接触した際、道路カッターの回転刃が剛性の外殻部材を切断し、内殻部材を切り開いてシート部材に到達した後、非拘束状態のシート部材が回転刃によって絡み取られて外殻部材の切れ目に到達し、さらに、外部に引き出されながら回転刃に絡みついて、道路カッターの動作を停止させる。埋設物防護具を内殻部材および外殻部材による2重筒構造の筒部材としたことにより、回転刃が外殻部材を切断した後、内殻部材を切断してシート部材に到達するまでに僅かな時間差が生じる。本発明では、この時間差に加えて、内殻部材と外殻部材との間に空隙が形成されていることにより、回転刃に絡み取られてから外殻部材の切れ目に到達するまでの時間をより長く確保し、シート部材が切れ目から引き出される前段階でのシート部材の回転刃への絡み量を増加させることができる。すなわち、本発明では、外殻部材内部でシート部材が回転刃によって巻き取られることで、コンクリート製の外装材を用いることなく、シート部材を外殻部材の切れ目からより確実に引き出すことが可能となる。したがって、本発明の埋設物防護具は、軽量且つコンパクトで取り扱い容易であるとともに、地下埋設物の防護機能をより確実に発揮するものである。 According to the buried object protective device according to claim 1, when the road cutter comes into contact with the buried object protective device, the rotary blade of the road cutter cuts the rigid outer shell member and cuts open the inner shell member to form a sheet member. After reaching, the unrestrained sheet member is entangled by the rotary blade to reach the cut of the outer shell member, and further, while being pulled out to the outside, is entangled with the rotary blade to stop the operation of the road cutter. Since the buried object protective device is a tubular member having a double tubular structure consisting of an inner shell member and an outer shell member, after the rotary blade cuts the outer shell member, the inner shell member is cut and reaches the seat member. There will be a slight time lag. In the present invention, in addition to this time difference, a gap is formed between the inner shell member and the outer shell member, so that the time from being entangled by the rotary blade to reaching the cut of the outer shell member is increased. It is possible to secure a longer time and increase the amount of entanglement of the seat member with the rotary blade in the stage before the seat member is pulled out from the cut. That is, in the present invention, by winding the sheet member inside the outer shell member by the rotary blade, it is possible to more reliably pull out the sheet member from the cut of the outer shell member without using a concrete exterior material. Become. Therefore, the buried object protective device of the present invention is lightweight, compact, and easy to handle, and more reliably exhibits the protective function of the underground buried object.

請求項2に記載の埋設物防護具によれば、請求項1の発明の効果に加え、防水性または低透水性の袋部材がシート部材を包囲していることにより、地中でシート部材が浸水することを防止し、且つ、埋設物防護具に道路カッターが接触した際、水に曝される前に回転刃に絡みつくことが可能である。 According to the buried object protective device according to claim 2, in addition to the effect of the invention of claim 1, the sheet member is surrounded by a waterproof or low water permeability bag member, so that the sheet member is underground. It prevents water from entering, and when the road cutter comes into contact with the buried object protective equipment, it can get entangled with the rotary blade before being exposed to water.

請求項3に記載の埋設物防護具によれば、請求項1または2の発明の効果に加え、周方向全体に亘って空隙が形成されていることから、道路カッターの回転刃が周方向のいずれの外面に接触したとしても、防護機能を安定して発揮することができる。 According to the buried object protective device according to claim 3, in addition to the effect of the invention of claim 1 or 2, since a gap is formed in the entire circumferential direction, the rotary blade of the road cutter is in the circumferential direction. Regardless of the contact with any outer surface, the protective function can be stably exerted.

請求項4に記載の埋設物防護具によれば、請求項1から3のいずれかの発明の効果に加え、外殻部材が内殻部材よりも薄肉であることにより、埋設物防護具の外形をよりコンパクトなものとすることができる。 According to the buried object protective device according to claim 4, in addition to the effect of the invention according to any one of claims 1 to 3, the outer shell member is thinner than the inner shell member, so that the outer shape of the buried object protective device is formed. Can be made more compact.

請求項5に記載の埋設物防護具によれば、請求項1から4のいずれかの発明の効果に加え、内殻部材が合成樹樹脂製であり、外殻部材が金属製であることにより、埋設物防護具を軽量化することができる。 According to the buried object protective device according to claim 5, in addition to the effect of the invention according to any one of claims 1 to 4, the inner shell member is made of synthetic tree resin and the outer shell member is made of metal. , The weight of the buried object protective equipment can be reduced.

請求項6に記載の埋設物防護具によれば、請求項1から5のいずれかの発明の効果に加え、外殻部材の端部が閉塞部材によって閉塞されていることにより、内部に水や土などが侵入することを防止することができる。 According to the buried object protective device according to claim 6, in addition to the effect of the invention according to any one of claims 1 to 5, the end portion of the outer shell member is closed by the closing member, so that water or water or water is inside. It is possible to prevent the invasion of soil and the like.

請求項7に記載の埋設物防護具によれば、請求項6の発明の効果に加え、閉塞部材が内殻部材を外殻部材から浮かせて保持することにより、簡易な構成で周方向全体に亘る空隙を形成することができる。 According to the buried object protective device according to claim 7, in addition to the effect of the invention of claim 6, the closing member floats and holds the inner shell member from the outer shell member, so that the inner shell member is floated and held in the entire circumferential direction with a simple configuration. It is possible to form a gap over the surface.

請求項8に記載の埋設物防護具によれば、請求項1から7のいずれかの発明の効果に加え、埋設物防護具の外形が角型となることから、設置後に埋設物防護具が転がることを防止することができる。さらに、丸型の内殻部材と角型の外殻部材との間に、(丸型同士の場合と比べて)より広い空隙を形成することができ、シート部材の回転刃への絡み量をより増やすことができる。 According to the buried object protective device according to claim 8, in addition to the effect of the invention according to any one of claims 1 to 7, the outer shape of the buried object protective device is square, so that the buried object protective device can be used after installation. It is possible to prevent rolling. Further, a wider gap can be formed between the round inner shell member and the square outer shell member (compared to the case of round shapes), and the amount of entanglement of the sheet member with the rotary blade can be reduced. Can be increased.

請求項9に記載の埋設物防護具によれば、請求項1から8のいずれかの発明の効果に加え、シート部材が横断面視において略U字状または略V字状の姿勢をとることから、回転刃が当接したときにシート部材を直状に展開しながら回転刃に巻き付けて外部に容易に引き出すことが可能である。 According to the buried object protective device according to claim 9, in addition to the effect of the invention according to any one of claims 1 to 8, the seat member takes a substantially U-shaped or substantially V-shaped posture in a cross-sectional view. Therefore, when the rotary blade comes into contact with the rotary blade, the sheet member can be wound around the rotary blade while being developed in a straight line and easily pulled out to the outside.

請求項10に記載の埋設物防護具によれば、埋設物防護具に道路カッターが接触した際、回転刃が筒部材の筒壁を切り開いてシート部材に到達した後、非拘束状態のシート部材が回転刃によって絡み取られ、そして、筒部材から外部に引き出されながら回転刃に絡みつくことで、道路カッターの動作を停止させる。また、防水性または低透水性の袋部材がシート部材を包囲していることにより、地中でシート部材が浸水することを防止し、且つ、埋設物防護具に道路カッターが接触した際、水に曝される前に回転刃に絡みつくことが可能である。これにより、シート部材の水濡れによる絡みつき量の低下が抑えられる。さらに、シート部材が横断面視において略U字状または略V字状の姿勢をとることから、回転刃が当接したときにシート部材を直状に展開しながら回転刃に巻き付けて外部に容易に引き出すことが可能である。すなわち、本発明は、上記構成によって、シート部材を筒部材の切れ目からより確実に引き出すことが可能となり、地下埋設物の防護機能をより確実に発揮するものである。 According to the buried object protective device according to claim 10, when the road cutter comes into contact with the buried object protective device, the rotary blade cuts open the tubular wall of the tubular member to reach the sheet member, and then the seat member is in an unrestrained state. Is entangled by the rotary blade, and is entangled with the rotary blade while being pulled out from the tubular member to stop the operation of the road cutter. In addition, the waterproof or low-permeability bag member surrounds the sheet member to prevent the sheet member from being flooded in the ground, and when the road cutter comes into contact with the buried object protective equipment, water is generated. It is possible to get entangled with the rotary blade before being exposed to. As a result, a decrease in the amount of entanglement due to water wetting of the sheet member can be suppressed. Further, since the seat member takes a substantially U-shaped or substantially V-shaped posture in cross-sectional view, it is easy to wind the seat member around the rotary blade while deploying it in a straight line when the rotary blade comes into contact with the rotary blade. It is possible to pull out to. That is, the present invention makes it possible to more reliably pull out the seat member from the cut of the tubular member by the above configuration, and more reliably exerts the protective function of the underground buried object.

請求項11に記載の埋設物防護具によれば、請求項9または10の発明の効果に加え、シート部材が内殻部材の内部で周方向に転動しないように保持されていることから、略U字状または略V字状の開放端を回転刃に当接させ易い位置に配置するように、シート部材の姿勢を維持することができる。 According to the buried object protective device according to claim 11, in addition to the effect of the invention of claim 9 or 10, the seat member is held inside the inner shell member so as not to roll in the circumferential direction. The posture of the seat member can be maintained so that the substantially U-shaped or substantially V-shaped open end is arranged at a position where it can easily come into contact with the rotary blade.

請求項12に記載の埋設物防護具によれば、請求項9から11のいずれかの発明の効果に加え、略U字状または略V字状の開放端を回転刃に当接させ易い位置に配置するように、シート部材の姿勢を視覚的に把握することができる。 According to the buried object protective device according to claim 12, in addition to the effect of the invention according to any one of claims 9 to 11, a position where a substantially U-shaped or substantially V-shaped open end is easily brought into contact with the rotary blade. The posture of the seat member can be visually grasped so as to be arranged in.

請求項13に記載の埋設物防護具によれば、埋設物防護具に道路カッターが接触した際、道路カッターの回転刃が剛性の外殻部材を切断し、内殻部材を切り開いてシート部材に到達した後、非拘束状態のシート部材が回転刃によって絡み取られて外殻部材の切れ目に到達し、さらに、外部に引き出されながら回転刃に絡みついて、道路カッターの動作を停止させる。また、本発明は、シート部材を非拘束状態で内部に収容する合成樹脂製の内殻部材の外方に金属製の外殻部材を配置し、外殻部材を内殻部材よりも薄肉としたことを特徴とする。すなわち、本発明では、埋設物防護具を内殻部材および外殻部材による2重筒構造の筒部材としたことにより、回転刃が外殻部材を切断した後、内殻部材を切断してシート部材に到達するまでに僅かな時間差が生じ、結果として、外殻部材の切れ目から引き出される前段階でのシート部材の回転刃への絡み量を増加させることができる。この絡み量の増加により、シート部材を外殻部材の切れ目からより確実に引き出すことが可能となる。さらに、本発明の埋設物防護具は、外殻部材を内殻部材よりも薄肉としたことにより、軽量且つコンパクトで取り扱い容易に構成されている。 According to the buried object protective device according to claim 13, when the road cutter comes into contact with the buried object protective device, the rotary blade of the road cutter cuts the rigid outer shell member and cuts open the inner shell member to form the sheet member. After reaching, the unrestrained sheet member is entangled by the rotary blade to reach the cut of the outer shell member, and further, while being pulled out to the outside, is entangled with the rotary blade to stop the operation of the road cutter. Further, in the present invention, a metal outer shell member is arranged outside the synthetic resin inner shell member that houses the seat member in an unrestrained state, and the outer shell member is made thinner than the inner shell member. It is characterized by that. That is, in the present invention, since the buried object protective device is a tubular member having a double tubular structure consisting of an inner shell member and an outer shell member, the rotary blade cuts the outer shell member and then the inner shell member is cut to form a sheet. There is a slight time lag before reaching the member, and as a result, the amount of entanglement of the sheet member with the rotary blade in the pre-stage of being pulled out from the cut of the outer shell member can be increased. By increasing the amount of entanglement, the sheet member can be pulled out more reliably from the cut of the outer shell member. Further, the buried object protective device of the present invention is lightweight, compact and easy to handle because the outer shell member is thinner than the inner shell member.

請求項14に記載の設置構造によれば、埋設物防護具に道路カッターが接触した際、道路カッターの回転刃が剛性の外殻部材を切断し、内殻部材を切り開いてシート部材に到達した後、非拘束状態のシート部材が回転刃によって絡み取られて外殻部材の切れ目に到達し、さらに、外部に引き出されながら回転刃に絡みついて、道路カッターの動作を停止させる。埋設物防護具を内殻部材および外殻部材による2重筒構造の筒部材としたことにより、回転刃が外殻部材を切断した後、内殻部材を切断してシート部材に到達するまでに僅かな時間差が生じる。本発明では、この時間差に加えて、内殻部材と外殻部材との間に空隙が形成されていることにより、シート部材が回転刃に絡み取られてから外殻部材の切れ目に到達するまでの時間または距離をより長く確保し、シート部材が切れ目から引き出される前段階でのシート部材の回転刃への絡み量を増加させることができる。特に、多くの場合、回転刃が埋設物防護具に上方から接触するので、内殻部材の少なくとも地上側を向く外面上において空隙を設けることにより、効果的に絡み量を増加させることができる。すなわち、本発明では、外殻部材内部でシート部材が回転刃によって巻き取られることで、コンクリート製の外装材を用いることなく、シート部材を外殻部材の切れ目からより確実に引き出すことが可能となる。したがって、本発明の設置構造は、地下埋設物の防護機能をより確実に発揮するものである。 According to the installation structure according to claim 14, when the road cutter comes into contact with the buried object protective device, the rotary blade of the road cutter cuts the rigid outer shell member, cuts open the inner shell member, and reaches the seat member. After that, the unrestrained sheet member is entangled by the rotary blade to reach the cut of the outer shell member, and further, while being pulled out to the outside, is entangled with the rotary blade to stop the operation of the road cutter. Since the buried object protective device is a tubular member having a double tubular structure consisting of an inner shell member and an outer shell member, after the rotary blade cuts the outer shell member, the inner shell member is cut and reaches the seat member. There will be a slight time lag. In the present invention, in addition to this time difference, a gap is formed between the inner shell member and the outer shell member, so that the sheet member is entangled with the rotary blade until it reaches the cut of the outer shell member. It is possible to secure a longer time or distance and increase the amount of entanglement of the seat member with the rotary blade in the stage before the seat member is pulled out from the cut. In particular, in many cases, since the rotary blade comes into contact with the buried object protective device from above, the amount of entanglement can be effectively increased by providing a gap on the outer surface of the inner shell member facing at least the ground side. That is, in the present invention, by winding the sheet member inside the outer shell member by the rotary blade, it is possible to more reliably pull out the sheet member from the cut of the outer shell member without using a concrete exterior material. Become. Therefore, the installation structure of the present invention more reliably exerts the protective function of the underground buried object.

請求項15に記載の設置構造によれば、埋設物防護具に道路カッターが接触した際、道路カッターの回転刃が剛性の外殻部材を切断し、内殻部材を切り開いてシート部材に到達した後、非拘束状態のシート部材が回転刃によって絡み取られて外殻部材の切れ目に到達し、さらに、外部に引き出されながら回転刃に絡みついて、道路カッターの動作を停止させる。埋設物防護具を内殻部材および外殻部材による2重筒構造の筒部材としたことにより、回転刃が外殻部材を切断した後、内殻部材を切断してシート部材に到達するまでに僅かな時間差が生じる。結果として、外殻部材の切れ目から引き出される前段階でのシート部材の回転刃への絡み量を増加させることができる。さらに、本発明では、シート部材は、埋設物防護具の横断面視において、略U字状または略V字状に折り曲げられて内殻部材に収容され、シート部材の略U字形状または略V字形状の開放端が地上側を向くように配置されている。これにより、埋設物防護具に上方から接触した回転刃が略U字状または略V字状の開放端に当接し、シート部材を直状に展開しながら回転刃に巻き付けて、外殻部材の切れ目から外部に容易に引き出すことが可能である。すなわち、本発明では、外殻部材内部でシート部材が回転刃によって巻き取られることで、コンクリート製の外装材を用いることなく、シート部材を外殻部材の切れ目からより確実に引き出すことが可能となる。したがって、本発明の設置構造は、地下埋設物の防護機能をより確実に発揮するものである。 According to the installation structure according to claim 15, when the road cutter comes into contact with the buried object protective device, the rotary blade of the road cutter cuts the rigid outer shell member, cuts open the inner shell member, and reaches the seat member. After that, the unrestrained sheet member is entangled by the rotary blade to reach the cut of the outer shell member, and further, while being pulled out to the outside, is entangled with the rotary blade to stop the operation of the road cutter. Since the buried object protective device is a tubular member having a double tubular structure consisting of an inner shell member and an outer shell member, after the rotary blade cuts the outer shell member, the inner shell member is cut and reaches the seat member. There will be a slight time lag. As a result, the amount of entanglement of the sheet member with the rotary blade in the pre-stage of being pulled out from the cut of the outer shell member can be increased. Further, in the present invention, the seat member is bent into a substantially U-shape or a substantially V-shape and housed in the inner shell member in a cross-sectional view of the buried object protective device, and the seat member has a substantially U-shape or a substantially V-shape. The open end of the character shape is arranged so as to face the ground side. As a result, the rotary blade that comes into contact with the buried object protective device from above comes into contact with the open end having a substantially U-shape or a substantially V-shape, and the sheet member is wound around the rotary blade while being developed in a straight line to form an outer shell member. It can be easily pulled out from the cut. That is, in the present invention, by winding the sheet member inside the outer shell member by the rotary blade, it is possible to more reliably pull out the sheet member from the cut of the outer shell member without using a concrete exterior material. Become. Therefore, the installation structure of the present invention more reliably exerts the protective function of the underground buried object.

請求項16に記載の設置構造によれば、埋設物防護具に道路カッターが接触した際、回転刃が筒部材の筒壁を切り開いてシート部材に到達した後、非拘束状態のシート部材が回転刃によって絡み取られ、そして、筒部材から外部に引き出されながら回転刃に絡みつくことで、道路カッターの動作を停止させる。また、防水性または低透水性の袋部材がシート部材を包囲していることにより、地中でシート部材が浸水することを防止し、且つ、埋設物防護具に道路カッターが接触した際、水に曝される前に回転刃に絡みつくことが可能である。これにより、シート部材の水濡れによる絡みつき量の低下が抑えられる。さらに、本発明では、シート部材は、埋設物防護具の横断面視において、略U字状または略V字状に折り曲げられて内殻部材に収容され、シート部材の略U字形状または略V字形状の開放端が地上側を向くように配置されている。これにより、埋設物防護具に上方から接触した回転刃が略U字状または略V字状の開放端に当接し、シート部材を直状に展開しながら回転刃に巻き付けて、筒部材の切れ目から外部に容易に引き出すことが可能である。すなわち、本発明は、上記構成によって、シート部材を筒部材の切れ目からより確実に引き出すことが可能となる。したがって、本発明の設置構造は、地下埋設物の防護機能をより確実に発揮するものである。 According to the installation structure according to claim 16, when the road cutter comes into contact with the buried object protective device, the unrestrained seat member rotates after the rotary blade cuts open the tubular wall of the tubular member and reaches the seat member. The road cutter is stopped by being entangled by the blade and entwined with the rotary blade while being pulled out from the tubular member. In addition, the waterproof or low-permeability bag member surrounds the sheet member to prevent the sheet member from being flooded in the ground, and when the road cutter comes into contact with the buried object protective equipment, water is generated. It is possible to get entangled with the rotary blade before being exposed to. As a result, a decrease in the amount of entanglement due to water wetting of the sheet member can be suppressed. Further, in the present invention, the seat member is bent into a substantially U-shape or a substantially V-shape and housed in the inner shell member in a cross-sectional view of the buried object protective device, and the seat member has a substantially U-shape or a substantially V-shape. The open end of the character shape is arranged so as to face the ground side. As a result, the rotary blade that comes into contact with the buried object protective equipment from above comes into contact with the open end having a substantially U-shape or a substantially V-shape, and the sheet member is wound around the rotary blade while being developed in a straight line, and the cut of the tubular member is formed. It can be easily pulled out from. That is, according to the present invention, the seat member can be pulled out more reliably from the cut of the tubular member by the above configuration. Therefore, the installation structure of the present invention more reliably exerts the protective function of the underground buried object.

本発明の一実施形態の埋設物防護具の概略斜視図。The schematic perspective view of the buried object protective equipment of one Embodiment of this invention. 図1の埋設物防護具の(a)正面図および(b)平面図。(A) front view and (b) plan view of the buried object protective equipment of FIG. 図1の埋設物防護具のA−A横断面図。AA cross-sectional view of the buried object protective equipment of FIG. 図1の埋設物防護具の(a)B−B縦断面図、および(b)C−C縦断面図。(A) BB vertical cross-sectional view and (b) CC vertical cross-sectional view of the buried object protective equipment of FIG. 図1の埋設物防護具の分解斜視図。An exploded perspective view of the buried object protective equipment of FIG. 図1の埋設物防護具の閉塞部材の(a)正面からの斜視図、(b)背面からの斜視図、(c)平面図、(d)側面図および(e)D−D断面図。1 (a) a perspective view from the front, (b) a perspective view from the back surface, (c) a plan view, (d) a side view, and (e) a cross-sectional view taken along the line DD of the closing member of the buried object protective device of FIG. 本発明の一実施形態の埋設物防護具により道路カッターの回転刃から地下埋設物を防護する態様を示す模式図であって、回転刃が埋設物防護具に接近して外殻部材を切断する段階を示す。It is a schematic diagram which shows the mode of protecting the underground buried object from the rotary blade of a road cutter by the buried object protective equipment of one Embodiment of this invention, and the rotary blade approaches the buried object protective equipment and cuts an outer shell member. Indicates the stage. 本発明の一実施形態の埋設物防護具により道路カッターの回転刃から地下埋設物を防護する態様を示す模式図であって、回転刃に埋設物防護具のシート部材が絡みついて回転刃の回転を止める段階を示す。It is a schematic diagram which shows the mode of protecting the underground buried object from the rotary blade of a road cutter by the buried object protective tool of one Embodiment of this invention, and the sheet member of the buried object protective tool is entangled with the rotary blade, and the rotary blade rotates. Indicates the stage to stop. 本発明の一実施形態の埋設物防護具による第1の設置構造の概略平面図。The schematic plan view of the 1st installation structure by the buried object protective equipment of one Embodiment of this invention. 図9の第1の設置構造のE−E断面図。FIG. 9 is a cross-sectional view taken along the line EE of the first installation structure of FIG. 本発明の一実施形態の埋設物防護具による埋設物防護装置の(a)上方から見た斜視図、および(b)下方から見た斜視図。(A) A perspective view seen from above and (b) a perspective view seen from below of the buried object protection device by the buried object protective device according to the embodiment of the present invention. 図11の埋設物防護装置の(a)平面図、(b)正面図、および(c)底面図。11 (a) plan view, (b) front view, and (c) bottom view of the buried object protection device of FIG. 図12の埋設物防護装置のF−F断面図。FIG. 12 is a cross-sectional view taken along the line FF of the buried object protection device of FIG. 図11の埋設物防護装置の一部分解斜視図。A partially exploded perspective view of the buried object protection device of FIG. 図11の埋設物防護装置の基板の(a)上方から見た斜視図、および(b)下方から見た斜視図。11 is a perspective view of the substrate of the buried object protection device (a) viewed from above, and (b) a perspective view viewed from below. 図15の基板の(a)平面図、(b)正面図、および(c)底面図。15 (a) plan view, (b) front view, and (c) bottom view of the substrate of FIG. 本発明の一実施形態の埋設物防護装置による第2の設置構造の概略平面図。The schematic plan view of the 2nd installation structure by the buried object protection device of one Embodiment of this invention. 図17の第2の設置構造のG−G断面図。FIG. 17 is a cross-sectional view taken along the line GG of the second installation structure of FIG. 図17の第2の設置構造のH−H断面図。FIG. 17 is a cross-sectional view taken along the line HH of the second installation structure of FIG. 本発明の一実施形態の埋設物防護具による別使用例を示す概略断面図。FIG. 6 is a schematic cross-sectional view showing another example of use of the buried object protective device according to the embodiment of the present invention. 本発明の別実施形態の埋設物防護装置の埋設物防護具の概略斜視図。The schematic perspective view of the buried object protective equipment of the buried object protection device of another embodiment of this invention. 図21の埋設物防護具の(a)正面図および(b)平面図。21 (a) front view and (b) plan view of the buried object protective equipment of FIG. 21. 図21の埋設物防護具の(a)I−I横断面図および(b)J−J縦断面図。21 (a) I-I cross-sectional view and (b) JJ vertical cross-sectional view of the buried object protective equipment of FIG. 21. 図21の埋設物防護具により道路カッターの回転刃から地下埋設物を防護する態様を示す模式図であって、回転刃が埋設物防護具に接近して外殻部材を切断する段階を示す。FIG. 21 is a schematic view showing an embodiment in which an underground buried object is protected from a rotary blade of a road cutter by the buried object protective tool of FIG. 21, and shows a stage in which the rotary blade approaches the buried object protective tool and cuts an outer shell member. 図21の埋設物防護具により道路カッターの回転刃から地下埋設物を防護する態様を示す模式図であって、回転刃が埋設物防護具に接近して外殻部材を切断する段階を示す。FIG. 21 is a schematic view showing an embodiment in which an underground buried object is protected from a rotary blade of a road cutter by the buried object protective tool of FIG. 21, and shows a stage in which the rotary blade approaches the buried object protective tool and cuts an outer shell member. 本発明の埋設物防護具の変形例を示す概略図。The schematic diagram which shows the modification of the buried object protective equipment of this invention.

以下、本発明の一実施形態について図面を参照しつつ説明する。なお、以下の説明において参照する各図の形状は、好適な形状寸法を説明する上での概念図または概略図であり、寸法比率等は実際の寸法比率とは必ずしも一致しない。つまり、本発明は、図面における寸法比率に限定されるものではない。 Hereinafter, an embodiment of the present invention will be described with reference to the drawings. The shapes of the drawings referred to in the following description are conceptual diagrams or schematic views for explaining suitable shape dimensions, and the dimensional ratios and the like do not always match the actual dimensional ratios. That is, the present invention is not limited to the dimensional ratio in the drawings.

本発明の一実施形態の埋設物防護具100は、道路の舗装材の下に埋設された配線・配管材等の地下埋設物を道路カッター等の土木作業用工具から防護することに用いられる。特には、本実施形態の埋設物防護具100は、舗装材と地下埋設物との間に介在するように埋設され、舗装材を切断する道路カッターが該埋設物防護具100に接触したときに、道路カッターの動作を直接的または間接的に停止させ、道路カッターが地下埋設物に誤って到達することを防止するものである。図1乃至図5を参照して、埋設物防護具100の構成を詳細に説明する。図1は、埋設物防護具100の概略斜視図である。図2(a),(b)は、埋設物防護具100の正面図および平面図である。図3は、埋設物防護具100のA−A横断面図である。図4(a),(b)は、埋設物防護具100のB−B縦断面図およびC−C縦断面図である。図5は、埋設物防護具100の分解斜視図である。 The buried object protective tool 100 of the embodiment of the present invention is used to protect an underground buried object such as a wiring / piping material buried under a road pavement material from a civil engineering work tool such as a road cutter. In particular, the buried object protective device 100 of the present embodiment is buried so as to intervene between the pavement material and the underground buried object, and when the road cutter that cuts the pavement material comes into contact with the buried object protective device 100. , The operation of the road cutter is stopped directly or indirectly to prevent the road cutter from accidentally reaching the underground buried object. The configuration of the buried object protective device 100 will be described in detail with reference to FIGS. 1 to 5. FIG. 1 is a schematic perspective view of the buried object protective device 100. 2 (a) and 2 (b) are a front view and a plan view of the buried object protective device 100. FIG. 3 is a cross-sectional view taken along the line AA of the buried object protective device 100. 4 (a) and 4 (b) are a BB vertical cross-sectional view and a CC vertical cross-sectional view of the buried object protective device 100. FIG. 5 is an exploded perspective view of the buried object protective device 100.

埋設物防護具100は、図1から図5に示すように、所定の長さで延在する角棒状の外形状を有する長尺体である。埋設物防護具100は、シート部材101と、該シート部材101を内部に収容する中空筒状の筒部材102とを備える。 As shown in FIGS. 1 to 5, the buried object protective device 100 is a long body having a square bar-shaped outer shape extending at a predetermined length. The buried object protective device 100 includes a seat member 101 and a hollow cylindrical tubular member 102 that houses the seat member 101 inside.

シート部材101は、埋設物防護具100の長手方向全体に亘って延在する柔軟性のシートである。シート部材101は、図示しないが、展開されたときに矩形状を有しており、筒部材102内部において、横断面視VまたはU字になるように折り曲げられている。本実施形態では、図3に示すように、横断面視において、シート部材101は2重に重ね合わされた上で略U字状または略V字状に折り曲げられている。また、シート部材101は、道路カッターの回転刃と接触したときに回転刃の溝に引っ掛かり、回転刃に絡みつく素材で構成されている。本実施形態では、シート部材101は、高強度繊維シートによって形成され得る。より具体的には、シート部材101は、アラミド繊維の織布もしくは不織布、または、アラミド繊維を混入した織布もしくは不織布等から形成され得る。なお、シート部材が道路カッターの回転刃に絡みつくことが可能であれば、上記素材に限定されないことは言うまでもない。 The sheet member 101 is a flexible sheet extending over the entire longitudinal direction of the buried object protective device 100. Although not shown, the sheet member 101 has a rectangular shape when unfolded, and is bent inside the tubular member 102 so as to have a V or U shape in a cross-sectional view. In the present embodiment, as shown in FIG. 3, in the cross-sectional view, the sheet members 101 are doubly overlapped and then bent into a substantially U-shape or a substantially V-shape. Further, the sheet member 101 is made of a material that is caught in the groove of the rotary blade when it comes into contact with the rotary blade of the road cutter and is entangled with the rotary blade. In this embodiment, the sheet member 101 can be formed of a high-strength fiber sheet. More specifically, the sheet member 101 can be formed of a woven fabric or non-woven fabric of aramid fibers, a woven fabric or non-woven fabric mixed with aramid fibers, or the like. Needless to say, the material is not limited to the above as long as the sheet member can be entangled with the rotary blade of the road cutter.

また、シート部材101は、袋部材105によって密封式に包囲されている。袋部材105は、防水性または低浸水性材料からなり、内部への浸水を防止するように機能する。つまり、袋部材105は、地中でシート部材101が浸水することを防止し、埋設物防護具100に道路カッターが接触した際、水に曝される前に(乾燥した状態で)回転刃に絡みつくことを可能とする。当該袋部材105は、例えば、塩化ビニル、ポリプロピレン等の一般的な合成樹脂製の袋から選択され得る。袋部材105は、道路カッターの回転刃が接触した際、すぐに破ける脆弱性を有している。 Further, the sheet member 101 is hermetically surrounded by the bag member 105. The bag member 105 is made of a waterproof or low water immersion material and functions to prevent water from entering the inside. That is, the bag member 105 prevents the sheet member 101 from being flooded in the ground, and when the road cutter comes into contact with the buried object protective device 100, the rotary blade is exposed to water (in a dry state) before being exposed to water. Allows entanglement. The bag member 105 can be selected from, for example, a bag made of a general synthetic resin such as vinyl chloride or polypropylene. The bag member 105 is vulnerable to tearing immediately when the rotary blade of the road cutter comes into contact with it.

袋部材105内に密封されたシート部材101は、筒部材102内部に非拘束状態で収容されている。非拘束状態とは、シート部材101が、筒部材102に完全に固定されておらず、筒部材102内部で移動または変位可能な状態を意味する。また、シート部材101は、筒部材102(内殻部材103)内面に当接するように構成されている。シート部材101は、略U字状または略V字状に折り曲げられたシート部材101のこわさ(コシまたは弾力)により、折り曲げ姿勢を維持しつつ、筒部材102内部で周方向に転動しないように保持されている。 The sheet member 101 sealed in the bag member 105 is housed inside the tubular member 102 in an unrestrained state. The unrestrained state means a state in which the seat member 101 is not completely fixed to the tubular member 102 and can be moved or displaced inside the tubular member 102. Further, the seat member 101 is configured to abut on the inner surface of the tubular member 102 (inner shell member 103). The seat member 101 is bent in a substantially U-shape or a substantially V-shape so as not to roll in the circumferential direction inside the tubular member 102 while maintaining a bent posture due to the stiffness (stiffness or elasticity) of the seat member 101. It is being held.

筒部材102は、所定の長さで延在し、両端で開放した二重筒状の筒状体である。筒部材102は、合成樹脂製(または非金属製)の内殻部材103と、該内殻部材103を空隙を隔てて内部に収容する金属製の外殻部材104とから構成されている。つまり、筒部材102は、互いに別体の且つ異なる材質の部材として、その筒壁同士が一体的に接着もしくは接合せずに構成された内殻部材103および外殻部材104による2重筒構造を有する。なお、外殻部材104が金属製筒からなることにより、合成樹脂製の内殻部材103が土圧やアスファルトからの熱で変形することが抑えられる。特には、内殻部材103と外殻部材104との間の空隙によって、熱の伝達がより一層低減される。また、内殻部材103は断面視略円形状の丸型の筒体からなり、外殻部材104は断面視略正方形状の角型の筒体からなる。内殻部材103は、回転刃により比較的切断容易であり、切断面にバリが発生し難い合成樹脂材料からなる。外殻部材104は、道路カッターの回転刃に接触したときにその回転を遅らせる程度の剛性を有し、内殻部材103よりも高い剛性を有する鋼板等により形成される。また、外殻部材104は、内殻部材103よりも薄肉に形成されている。図3および図4に示すように、内殻部材103および外殻部材104は同軸上に配置され、内殻部材103および外殻部材104の周方向全体において、内殻部材103外面と外殻部材104内面との間に空隙が形成されている。この空隙は、筒部材102の長手方向ほぼ全体に亘って連続している。内殻部材103は断面円形状を有し、且つ、外殻部材104は断面矩形状を有することから、図3および図4(b)に示すように、外殻部材104の角部の4箇所において、空隙の大きさ(径方向に沿った内殻部材103外面と外殻部材104内面との間の距離)が最大となる。 The tubular member 102 is a double tubular tubular body that extends at a predetermined length and is open at both ends. The tubular member 102 is composed of an inner shell member 103 made of synthetic resin (or non-metal) and a metal outer shell member 104 that houses the inner shell member 103 inside with a gap. That is, the tubular member 102 has a double tubular structure composed of an inner shell member 103 and an outer shell member 104 that are formed as members that are separate from each other and are made of different materials so that the tubular walls are not integrally bonded or joined to each other. Have. Since the outer shell member 104 is made of a metal cylinder, it is possible to prevent the inner shell member 103 made of synthetic resin from being deformed by earth pressure or heat from asphalt. In particular, the air gap between the inner shell member 103 and the outer shell member 104 further reduces heat transfer. Further, the inner shell member 103 is formed of a round cylinder having a substantially circular cross section, and the outer shell member 104 is formed of a square cylinder having a substantially square cross section. The inner shell member 103 is made of a synthetic resin material that is relatively easy to cut with a rotary blade and is less likely to cause burrs on the cut surface. The outer shell member 104 is formed of a steel plate or the like having rigidity enough to delay the rotation when it comes into contact with the rotary blade of the road cutter, and having a higher rigidity than the inner shell member 103. Further, the outer shell member 104 is formed to be thinner than the inner shell member 103. As shown in FIGS. 3 and 4, the inner shell member 103 and the outer shell member 104 are arranged coaxially, and the outer surface of the inner shell member 103 and the outer shell member are arranged in the entire circumferential direction of the inner shell member 103 and the outer shell member 104. A gap is formed between the 104 and the inner surface. This gap is continuous over substantially the entire longitudinal direction of the tubular member 102. Since the inner shell member 103 has a circular cross section and the outer shell member 104 has a rectangular cross section, as shown in FIGS. 3 and 4B, there are four corners of the outer shell member 104. The size of the gap (distance between the outer surface of the inner shell member 103 and the inner surface of the outer shell member 104 along the radial direction) is maximized.

筒部材102の両端部は、閉塞部材106によってそれぞれ閉塞されている。図6(a)〜(e)は、閉塞部材106の正面からの斜視図、背面からの斜視図、正面図、側面図およびD−D断面図である。閉塞部材106は、筒部材102の両端を閉鎖する矩形平板状の閉塞部106aを有する。閉塞部106aは、筒部材102側を向く内面、および、その反対の外面を有する。閉塞部106aの外形状は、外筒部材104の外周形状と同一である。また、閉塞部106aの内面周縁近傍には、角筒状に延伸する第1連結部106bが設けられている。第1連結部106bは、外殻部材104端部に内挿されて嵌着するように構成されている。さらに、閉塞部106aの内面には、第1連結部106bの内側において、円筒状に延伸する第2連結部106cが設けられている。第2連結部106cは、内殻部材103端部に外挿されて嵌着するように構成されている。すなわち、閉塞部材106は、筒部材102を閉塞するときに、内殻部材103および外殻部材104を併せて保持し、両者を周方向全体に亘って離隔させるように機能する。また、閉塞部材106は、溶接等の手段を用いることなく、内殻部材103および外殻部材104を容易に組み付けることを可能とする。 Both ends of the tubular member 102 are closed by the closing member 106, respectively. 6 (a) to 6 (e) are a front perspective view, a rear perspective view, a front view, a side view, and a DD cross-sectional view of the closing member 106. The closing member 106 has a rectangular flat plate-shaped closing portion 106a that closes both ends of the tubular member 102. The closing portion 106a has an inner surface facing the tubular member 102 side and an outer surface opposite to the inner surface. The outer shape of the closing portion 106a is the same as the outer peripheral shape of the outer cylinder member 104. Further, a first connecting portion 106b extending in a square cylinder shape is provided in the vicinity of the inner peripheral edge of the closing portion 106a. The first connecting portion 106b is configured to be inserted and fitted to the end portion of the outer shell member 104. Further, on the inner surface of the closing portion 106a, a second connecting portion 106c extending in a cylindrical shape is provided inside the first connecting portion 106b. The second connecting portion 106c is configured to be extrapolated and fitted to the end of the inner shell member 103. That is, when the tubular member 102 is closed, the closing member 106 functions to hold the inner shell member 103 and the outer shell member 104 together and to separate them from each other in the entire circumferential direction. Further, the closing member 106 makes it possible to easily assemble the inner shell member 103 and the outer shell member 104 without using means such as welding.

閉塞部106aの外面には、矢印状の表示部107が設けられている。表示部107は、シート部材101の折り曲げ姿勢の向きを外部に表示するものである。換言すると、表示部107は、埋設物防護具100を載置する向きを示している。ここで、表示部107の矢印の向きと、シート部材101の略U字形状または略V字形状の開放端が同じ向きになるように、閉塞部材106が筒部材102に装着される。後述するように、埋設物防護具100は、シート部材101の略U字形状または略V字形状の開放端が上方を向くように設置される。 An arrow-shaped display portion 107 is provided on the outer surface of the closing portion 106a. The display unit 107 displays the direction of the bent posture of the seat member 101 to the outside. In other words, the display unit 107 indicates the direction in which the buried object protective device 100 is placed. Here, the closing member 106 is attached to the tubular member 102 so that the direction of the arrow of the display unit 107 and the open end of the seat member 101 having a substantially U-shape or a substantially V-shape are in the same direction. As will be described later, the buried object protective device 100 is installed so that the open end of the seat member 101 having a substantially U-shape or a substantially V-shape faces upward.

次いで、図7および図8を参照して、道路カッターの回転刃Xが埋設物防護具100に接触したときに、該埋設物防護具100によって道路カッターの動作を停止させる態様について説明する。当該説明において、埋設物防護具100は、例示的に、道路15の表面を舗装する舗装材18の直下且つ地下埋設物12の上方に埋設されている。また、舗装材18と地下埋設物12との間にはコンクリート部17が打設されている。なお、ここで例示する構造は、後述する第1の設置構造10に対応する。 Next, with reference to FIGS. 7 and 8, a mode in which the operation of the road cutter is stopped by the buried object protective tool 100 when the rotary blade X of the road cutter comes into contact with the buried object protective tool 100 will be described. In the description, the buried object protective device 100 is exemplifiedly buried directly below the pavement material 18 that paves the surface of the road 15 and above the underground buried object 12. Further, a concrete portion 17 is placed between the pavement material 18 and the underground buried object 12. The structure illustrated here corresponds to the first installation structure 10 described later.

道路カッターの回転刃Xが舗装材18を切断しながら直進し、地下埋設物12上方の防護領域に侵入すると、回転刃Xが埋設物防護具100に接触する。図7に示すように、回転刃Xが埋設物防護具100の外殻部材104の上方の角部に接触して、その肉部を切断する。このとき、外殻部材104が剛性材料(鋼材)からなるので、回転刃Xの回転速度が低下する。なお、外殻部材104の切断により、外殻部材104の切れ目には金属バリが形成され得る。 When the rotary blade X of the road cutter goes straight while cutting the pavement material 18 and invades the protective area above the underground buried object 12, the rotary blade X comes into contact with the buried object protective tool 100. As shown in FIG. 7, the rotary blade X comes into contact with the upper corner portion of the outer shell member 104 of the buried object protective device 100 and cuts the meat portion thereof. At this time, since the outer shell member 104 is made of a rigid material (steel material), the rotation speed of the rotary blade X decreases. By cutting the outer shell member 104, metal burrs may be formed at the cuts of the outer shell member 104.

回転刃Xがさらに直進すると、回転刃Xが内殻部材103に到達し、内殻部材103の肉部を切削する。内殻部材103は(鋼板と比べて比較的軟質な)合成樹脂材料からなるので、切れ目にバリが形成されにくい。回転刃Xが内殻部材103の内部に到達すると、回転刃Xが非拘束状態のシート部材101に接触する。このとき、回転刃Xは、一般的に斜め上(地上側)からシート部材101に接触するため、シート部材101の折り曲げ姿勢のU字形状またはV字形状の上方を向く開放端が先に回転刃Xに接触し得る。この接触と同時に、袋部材105が即座に破断し、シート部材101の回転刃Xへの絡みつきが始まる。シート部材101は、U字またはV字形状の折り曲げ姿勢から展開されつつ、回転刃Xに絡みつくことが考えられる。 When the rotary blade X goes straight further, the rotary blade X reaches the inner shell member 103 and cuts the meat portion of the inner shell member 103. Since the inner shell member 103 is made of a synthetic resin material (relatively softer than a steel plate), burrs are less likely to be formed at the cut. When the rotary blade X reaches the inside of the inner shell member 103, the rotary blade X comes into contact with the seat member 101 in the unrestrained state. At this time, since the rotary blade X generally comes into contact with the seat member 101 from diagonally above (ground side), the U-shaped or V-shaped open end of the seat member 101 that faces upward rotates first. Can come into contact with blade X. At the same time as this contact, the bag member 105 is immediately broken, and the sheet member 101 begins to be entangled with the rotary blade X. It is conceivable that the seat member 101 is entwined with the rotary blade X while being developed from a U-shaped or V-shaped bent posture.

そして、図8に示すように、シート部材101が回転刃Xに絡み取られつつ、筒部材102が完全に切断される前に、内殻部材103および外殻部材104の切れ目を通って外部に引き出される。特には、本実施形態の埋設物防護具100において、筒部材102が2重筒構造を有することにより、回転刃Xが外殻部材104を切断した後、内殻部材103を切断するまでに僅かな時間差が生じる。この時間差により、シート部材101が外殻部材104の切れ目に到達する前段階で回転刃Xに絡みつく量を稼ぐことができる。また、当該時間差に加えて、内殻部材103および外殻部材104との間に空隙が存在することによって、シート部材101が外殻部材104の切れ目に到達するまでの間、一定の絡み量が効果的に確保され得る。すなわち、埋設物防護具100は、内殻部材103内の空間だけでなく、内殻部材103および外殻部材104間の空隙の2段構えによるシート材101の自由移動空間を有している。その結果、外殻部材104の切れ目の金属バリによってシート部材101が捕捉される頻度が大幅に低減され得る。そして、シート部材101が外部に引き出されて回転刃Xへと絡みつくことにより、回転刃Xの摩擦抵抗が急激に増加し、回転刃Xが停止するか、あるいは、作業者に回転刃Xの異常または状態変化を気付かせ、道路カッターの動作停止を促すことができる。これにより、作業者は、道路カッターの回転刃Xが地下埋設物12の防護領域に侵入したことに気付いて、地下埋設物12の損傷を避けることができる。 Then, as shown in FIG. 8, while the sheet member 101 is entangled with the rotary blade X, before the tubular member 102 is completely cut, it passes through the cuts of the inner shell member 103 and the outer shell member 104 to the outside. Pulled out. In particular, in the buried object protective device 100 of the present embodiment, since the tubular member 102 has a double tubular structure, the rotary blade X cuts the outer shell member 104 and then cuts the inner shell member 103 only slightly. Time difference occurs. Due to this time difference, it is possible to increase the amount of entanglement with the rotary blade X before the sheet member 101 reaches the cut of the outer shell member 104. Further, in addition to the time difference, the presence of a gap between the inner shell member 103 and the outer shell member 104 causes a constant amount of entanglement until the sheet member 101 reaches the cut of the outer shell member 104. Can be secured effectively. That is, the buried object protective device 100 has not only the space inside the inner shell member 103 but also the free movement space of the sheet material 101 due to the two-stage structure of the gap between the inner shell member 103 and the outer shell member 104. As a result, the frequency with which the sheet member 101 is captured by the metal burrs at the cuts of the outer shell member 104 can be significantly reduced. Then, when the sheet member 101 is pulled out to the outside and entangled with the rotary blade X, the frictional resistance of the rotary blade X suddenly increases and the rotary blade X stops, or the operator has an abnormality in the rotary blade X. Alternatively, it is possible to notice the change in the state and urge the road cutter to stop operating. As a result, the operator can notice that the rotary blade X of the road cutter has invaded the protected area of the underground buried object 12 and can avoid damage to the underground buried object 12.

なお、折り曲げ姿勢のU字形状またはV字形状の開放端を地上側に向けて配置することにより、他の姿勢(例えば、開放端が下方や側方を向いた姿勢)で配置した場合と比べて、シート部材101が埋設物防護具100の外部に引き出されて回転刃Xを停止させる精度が有意に上がることが発明者らによって確認されている。具体的には、シート部材101の姿勢のみを変更して実験を行ったところ、他の姿勢では、シート部材101が外部に引き出される確率が10回中7回程度の精度であったのに比べて、上記姿勢では、10回中10回の精度で、シート部材101が引き出されて、回転刃Xを停止させることができた。 By arranging the U-shaped or V-shaped open end of the bent posture toward the ground side, compared with the case where the open end is arranged in another posture (for example, the posture in which the open end faces downward or sideways). Therefore, it has been confirmed by the inventors that the accuracy of stopping the rotary blade X by pulling out the sheet member 101 to the outside of the buried object protective tool 100 is significantly improved. Specifically, when the experiment was conducted by changing only the posture of the seat member 101, the probability that the seat member 101 was pulled out to the outside was about 7 times out of 10 in other postures. In the above posture, the seat member 101 was pulled out with an accuracy of 10 times out of 10 times, and the rotary blade X could be stopped.

図9および図10を参照して、本発明の一実施形態の第1の設置構造10について説明する。設置構造10は、道路15の地下に埋設された地下埋設物12を道路カッターの回転刃Xから防護するために、複数の埋設物防護具100を道路15の地下に設置した構造体である。図9は、当該設置構造10の概略平面図である。図10は、そのE−E断面図である。 A first installation structure 10 according to an embodiment of the present invention will be described with reference to FIGS. 9 and 10. The installation structure 10 is a structure in which a plurality of buried object protectors 100 are installed underground in the road 15 in order to protect the underground buried object 12 buried underground in the road 15 from the rotary blade X of the road cutter. FIG. 9 is a schematic plan view of the installation structure 10. FIG. 10 is a cross-sectional view taken along the line EE.

本実施形態の設置構造10では、道路15は、図9および図10に示すとおり、砕石または土などによって地下層を形成する路盤16と、該路盤16の一部が掘削された箇所に形成されたコンクリート部17と、該道路15の表層を形成する舗装材18とから構成されている。また、本実施形態では、地下埋設物12は、地中に敷設された2本の配線・配管材として例示される。該設置構造10において、路盤16の掘削溝に配線・配管材などの長尺の地下埋設物12が敷設された上で、当該地下埋設物12を覆って保護するために掘削溝にコンクリート部17が打設されている。そして、道路15の掘削工事の際に地下埋設物12を道路カッターから防護するために、複数の埋設物防護具100が地中に埋設されている。各埋設物防護具100は、シート部材101の折り曲げ姿勢のU字形状またはV字形状の開放端が地上側を向くように配置されている。 In the installation structure 10 of the present embodiment, as shown in FIGS. 9 and 10, the road 15 is formed at a roadbed 16 that forms an underground layer with crushed stone or soil, and at a portion of the roadbed 16 that has been excavated. It is composed of a concrete portion 17 and a pavement material 18 forming a surface layer of the road 15. Further, in the present embodiment, the underground buried object 12 is exemplified as two wiring / piping materials laid in the ground. In the installation structure 10, a long underground buried object 12 such as wiring and piping material is laid in the excavated groove of the roadbed 16, and then a concrete portion 17 is placed in the excavated groove to cover and protect the underground buried object 12. Has been cast. Then, in order to protect the underground buried object 12 from the road cutter during the excavation work of the road 15, a plurality of buried object protective tools 100 are buried in the ground. Each buried object protective device 100 is arranged so that the U-shaped or V-shaped open end of the bent posture of the seat member 101 faces the ground side.

複数の埋設物防護具100は、図9に示す平面視において、長手方向に延びる地下埋設物12の上方で梯子状に配設されている。本実施形態の設置構造10は、複数の埋設物防護具100が所定のパターンで配列することにより、直進する道路カッターの回転刃から地下埋設物12を防護する防護領域を構築している。特には、複数の埋設物防護具100は、第1の長さを有する第1の埋設物防護具1001と、第1の長さよりも小さい第2の長さを有する第2の埋設物防護具1002とからなる。本実施形態では、第1の長さは、第2の長さの約2倍である。複数の埋設物防護具100のうちの第1の埋設物防護具1001が、地下埋設物12の配設方向に沿って配列し、第2の埋設物防護具1002が、地下埋設物12の配設方向に直交する方向(以下、直交方向)に沿って配列している。第1の埋設物防護具1001は、複数の列(ここでは3列)をなすように配設方向に配列している。また、配設方向に隣接する埋設物防護具1001,1001は、配設方向に部分的に重合するように直交方向に僅かにずれて配列している。他方、第2の埋設物防護具1002は、並列する第1の埋設物防護具100の列間に架け渡されるように配列している。本実施形態では、1つの第1の埋設物防護具1001に対して、2つの第2の埋設物防護具1002が架設されている。すなわち、当該設置構造10は、第1の埋設物防護具1001および第2の埋設物防護具1002が隙間無く格子状に組まれていることから、道路カッターの回転刃が直進して外部から防護領域の内部に侵入する際、回転刃が必ず埋設物防護具100を通過するように構成された配列構造を備えている。 The plurality of buried object protective devices 100 are arranged in a ladder shape above the underground buried object 12 extending in the longitudinal direction in the plan view shown in FIG. In the installation structure 10 of the present embodiment, a plurality of buried object protective devices 100 are arranged in a predetermined pattern to construct a protective area that protects the underground buried object 12 from the rotary blade of the road cutter traveling straight. In particular, the plurality of buried object protective devices 100 include a first buried object protective device 1001 having a first length and a second buried object protective device 1001 having a second length smaller than the first length. It consists of 1002. In this embodiment, the first length is about twice the second length. The first buried object protective device 1001 of the plurality of buried object protective devices 100 is arranged along the arrangement direction of the underground buried object 12, and the second buried object protective device 1002 is arranged with the underground buried object 12. They are arranged along the direction orthogonal to the installation direction (hereinafter referred to as the orthogonal direction). The first buried object protective equipment 1001 is arranged in the arrangement direction so as to form a plurality of rows (here, three rows). Further, the buried object protective devices 1001, 1001 adjacent to the arrangement direction are arranged slightly offset in the orthogonal direction so as to partially polymerize in the arrangement direction. On the other hand, the second buried object protective equipment 1002 is arranged so as to be bridged between the rows of the first buried object protective equipment 100 in parallel. In the present embodiment, two second buried object protective devices 1002 are erected with respect to one first buried object protective device 1001. That is, in the installation structure 10, since the first buried object protective tool 1001 and the second buried object protective device 1002 are assembled in a grid pattern without gaps, the rotary blade of the road cutter travels straight to protect from the outside. It has an array structure configured so that the rotary blade always passes through the buried object protector 100 when entering the inside of the region.

また、縦横に並列する埋設物防護具100同士の間隔は、いずれも、道路カッターの回転刃の径以下であることが好ましい。さらに、埋設物防護具100の一格子の対角線上の距離が、道路カッターの回転刃の径以下であることがより好ましい。また、地下埋設物12の埋設深度(道路15表面から地下埋設物12上面までの距離)に応じて、埋設物防護具100の間隔が定められることが好ましい。そうすることにより、道路15の防護領域の真上から回転刃が接近した場合であっても、回転刃が地下埋設物12に接触する前に、回転刃に埋設物防護具100を効果的に接触させることができ、設置構造10がより高い防護性能を発揮することが可能となる。なお、本実施形態の一例として、回転刃の径が550mmであり、地下埋設物12の上面の深さが200mmであり、これらの条件に基づいて、埋設物防護具100の第1の長さが約600mmであり、第2の長さが約300mmであり、埋設物防護具100の断面矩形の一辺が約40mmであり、並列する埋設物防護具100間の間隔が約300mmであるように定められた。 Further, it is preferable that the distance between the buried object protective devices 100 arranged vertically and horizontally is equal to or smaller than the diameter of the rotary blade of the road cutter. Further, it is more preferable that the diagonal distance of one grid of the buried object protective device 100 is equal to or less than the diameter of the rotary blade of the road cutter. Further, it is preferable that the interval between the buried object protective equipment 100 is determined according to the burial depth of the underground buried object 12 (the distance from the surface of the road 15 to the upper surface of the underground buried object 12). By doing so, even when the rotary blade approaches from directly above the protection area of the road 15, the buried object protective tool 100 is effectively attached to the rotary blade before the rotary blade comes into contact with the underground buried object 12. It can be brought into contact with each other, and the installation structure 10 can exhibit higher protection performance. As an example of this embodiment, the diameter of the rotary blade is 550 mm, the depth of the upper surface of the underground buried object 12 is 200 mm, and based on these conditions, the first length of the buried object protective tool 100 Is about 600 mm, the second length is about 300 mm, one side of the rectangular cross section of the buried object protective device 100 is about 40 mm, and the distance between the parallel buried object protective devices 100 is about 300 mm. It was decided.

図10に示すように、各埋設物防護具100は、舗装材18と地下埋設物12との間に設置されている。より具体的には、埋設物防護具100は、コンクリート部17の上部に位置し、舗装材18の下面に隣接する深さで埋設されている。すなわち、舗装材18がない状態で埋設物防護具100の外面の一部が地上に臨むので、道路工事の際、該埋設物防護具100を埋設した場所を把握し易いという利点がある。また、当該設置構造10を構築する際、路盤16の掘削溝に地下埋設物12を敷設した上で該掘削溝にコンクリート材料を充填した後、コンクリート材料が硬化する前に埋設物防護具100を配置することにより、埋設物防護具100を所定の位置に簡単に設置することができるという利点もある。 As shown in FIG. 10, each buried object protective device 100 is installed between the pavement material 18 and the underground buried object 12. More specifically, the buried object protective device 100 is located above the concrete portion 17 and is buried at a depth adjacent to the lower surface of the pavement material 18. That is, since a part of the outer surface of the buried object protective device 100 faces the ground without the pavement material 18, there is an advantage that it is easy to grasp the place where the buried object protective device 100 is buried during road construction. Further, when constructing the installation structure 10, after laying the underground buried object 12 in the excavated ditch of the roadbed 16 and filling the excavated ditch with the concrete material, the buried object protective device 100 is installed before the concrete material is hardened. By arranging it, there is also an advantage that the buried object protective device 100 can be easily installed at a predetermined position.

続いて、本実施形態の設置構造10を構築する方法について説明する。まず、道路15の路盤16を掘削して、地下埋設物12を設置する空間として掘削溝を形成する。次に、地下埋設物12を路盤16の掘削溝に配設する。そして、地下埋設物12の周囲にコンクリート部17を形成すべく、路盤16の掘削溝にコンクリート材料を流し込んで充填する。コンクリート材料が硬化する前に、地下埋設物12の上方に防護領域を形成するように、所定のパターンで複数の埋設物防護具100を配置する。このとき、各埋設物防護具100をその上面が上方に露出するようにコンクリート材料に埋め込むことによって、視覚的に確認しながら複数の埋設物防護具100を所定のパターンに基づいて配列することができる。また、表示部107の矢印が上方を向くように各埋設物防護具100を配置する。コンクリート材料が硬化してコンクリート部17が形成された後、路盤16およびコンクリート部17の上面に舗装材18の層を形成することにより、設置構造10を構築することができる。 Subsequently, a method of constructing the installation structure 10 of the present embodiment will be described. First, the roadbed 16 of the road 15 is excavated to form an excavation ditch as a space for installing the underground buried object 12. Next, the underground buried object 12 is arranged in the excavation ditch of the roadbed 16. Then, in order to form the concrete portion 17 around the underground buried object 12, the concrete material is poured into the excavation groove of the roadbed 16 and filled. Before the concrete material hardens, a plurality of buried object protectors 100 are arranged in a predetermined pattern so as to form a protective area above the underground buried object 12. At this time, by embedding each buried object protective device 100 in the concrete material so that its upper surface is exposed upward, a plurality of buried object protective devices 100 can be arranged based on a predetermined pattern while visually confirming. can. Further, each buried object protective device 100 is arranged so that the arrow of the display unit 107 points upward. After the concrete material is hardened to form the concrete portion 17, the installation structure 10 can be constructed by forming a layer of the pavement material 18 on the upper surfaces of the roadbed 16 and the concrete portion 17.

本発明の埋設物防護具は、複数の埋設物防護具を基板上に組み合わせた埋設物防護装置として使用されてもよい。図11乃至図14を参照して、本発明の一実施形態の埋設物防護装置11について説明する。図11(a),(b)は、埋設物防護装置11の上方および下方から見た概略斜視図である。図12(a)〜(c)は、埋設物防護装置11の平面図、正面図および底面図である。図13は、埋設物防護装置11のF−F断面図である。図14は、埋設物防護装置11の分解斜視図である。 The buried object protective device of the present invention may be used as a buried object protective device in which a plurality of buried object protective devices are combined on a substrate. The buried object protection device 11 according to the embodiment of the present invention will be described with reference to FIGS. 11 to 14. 11 (a) and 11 (b) are schematic perspective views seen from above and below the buried object protection device 11. 12 (a) to 12 (c) are a plan view, a front view, and a bottom view of the buried object protection device 11. FIG. 13 is a cross-sectional view taken along the line FF of the buried object protection device 11. FIG. 14 is an exploded perspective view of the buried object protection device 11.

埋設物防護装置11は、図11および図12に示すとおり、筒状に形成された複数の埋設物防護具100と、平面状に延在する基板120と、該埋設物防護具100を基板120に固定するための複数の固定部材130とを備える。図14に示すように、基板120上面に対して、複数の埋設物防護具100が配置され、各埋設物防護具100が複数の固定部材130によって固定されることによって、埋設物防護装置11が組み立てられている。以下、埋設物防護装置11の各構成要素について説明する。 As shown in FIGS. 11 and 12, the buried object protective device 11 includes a plurality of buried object protective devices 100 formed in a cylindrical shape, a substrate 120 extending in a plane shape, and the buried object protective device 100 as a substrate 120. It is provided with a plurality of fixing members 130 for fixing to. As shown in FIG. 14, a plurality of buried object protective devices 100 are arranged on the upper surface of the substrate 120, and each buried object protective device 100 is fixed by a plurality of fixing members 130, whereby the buried object protective device 11 is provided. It is assembled. Hereinafter, each component of the buried object protection device 11 will be described.

埋設物防護装置11を構成する基板120は、長辺および短辺を有する矩形状の板材である。図15(a),(b)は、基板120の上方および下方から見た概略斜視図である。図16(a)〜(c)は、埋設物防護装置11の平面図、正面図および底面図である。基板120は、地上側を向くように配置される上面および地下側を向くように配置される下面を有する。本実施形態では、基板120は、ツルハシなどの土木作業用工具による衝撃に耐え得る強度を有する、硬質且つ高強度の合成樹脂材料から形成されている。あるいは、基板120は、合成樹脂材料のかわりに鋼板であってもよい。基板120は、地下埋設物を保護するコンクリート部のかわりに、または、コンクリート部とともに、地下埋設物を地上側から覆って防護するように機能し得る。 The substrate 120 constituting the buried object protection device 11 is a rectangular plate having a long side and a short side. 15 (a) and 15 (b) are schematic perspective views of the substrate 120 as viewed from above and below. 16 (a) to 16 (c) are a plan view, a front view, and a bottom view of the buried object protection device 11. The substrate 120 has an upper surface that is arranged to face the ground side and a lower surface that is arranged to face the underground side. In the present embodiment, the substrate 120 is made of a hard and high-strength synthetic resin material having strength enough to withstand the impact of a civil engineering work tool such as a pickaxe. Alternatively, the substrate 120 may be a steel plate instead of the synthetic resin material. The substrate 120 may function in place of or together with the concrete portion to protect the underground buried object by covering the underground buried object from the above-ground side.

基板120には、図15および図16に示すように、複数の埋設物防護具100を固定するための複数の固定孔121が設けられている。本実施形態では、複数の固定孔121は、4つの埋設物防護具1001,1002を4辺に固定し、且つ、1つの埋設物防護具1002を短辺に平行に基板120中央に固定するように配置されている。また、基板120は、隣接する(自身と同形状の)基板120,120同士を連結するための連結機構を備える。連結機構は、隣接する基板120,120に亘って、埋設物防護具100,100を一直線に整列可能とするように構成されている。より具体的には、連結機構は、基板100の外周から突出する連結片122と、他の埋設物防護装置11の連結片122の爪部分を収容して該連結片122を突出方向に係止する係止溝123とを有する。連結片122は、基板120の一対の長辺のうちの一方の長辺、および、一対の短辺のうちの一方の短辺に形成されている。係止溝123は、基板120の他方の長辺および他方の短辺に形成されている。連結片122は、基板120外周から延在し、その先端で上面側に折れ曲がった爪部を有する。係止溝123は、基板120の縁辺近傍で下面に凹設された細溝として形成されている。係止溝123は、連結片122の爪部を収容可能なスリット幅を有している。なお、鉤状の連結片122が係止溝123に上下方向に重合することにより、両者が離間し難い。また、係止溝123は、連結片122をその突出方向に直交する方向(スリット長の方向)にスライド可能に収容するように所定のスリット長を有している。すなわち、連結機構は、一の埋設物防護装置11を他の埋設物防護装置11に連結し、且つ、埋設物防護装置11を一直線に整列させることが可能である。あるいは、必要に応じて、係止溝123内で連結片122をスリット長に沿ってスライドさせることにより、隣接する埋設物防護装置11を直交方向にずらして配置することも可能である。 As shown in FIGS. 15 and 16, the substrate 120 is provided with a plurality of fixing holes 121 for fixing the plurality of buried object protective devices 100. In the present embodiment, the plurality of fixing holes 121 fix the four buried object protective devices 1001 and 1002 to the four sides and fix one buried object protective device 1002 to the center of the substrate 120 in parallel with the short side. Is located in. Further, the substrate 120 includes a connecting mechanism for connecting adjacent substrates 120, 120 (having the same shape as itself). The connecting mechanism is configured so that the buried object protective equipment 100, 100 can be aligned in a straight line over the adjacent substrates 120, 120. More specifically, the connecting mechanism accommodates the connecting piece 122 protruding from the outer periphery of the substrate 100 and the claw portion of the connecting piece 122 of the other buried object protection device 11, and locks the connecting piece 122 in the protruding direction. It has a locking groove 123 and a locking groove 123. The connecting piece 122 is formed on one of the long sides of the pair of long sides of the substrate 120 and the short side of one of the pair of short sides. The locking groove 123 is formed on the other long side and the other short side of the substrate 120. The connecting piece 122 extends from the outer periphery of the substrate 120 and has a claw portion bent toward the upper surface at the tip thereof. The locking groove 123 is formed as a narrow groove recessed in the lower surface in the vicinity of the edge of the substrate 120. The locking groove 123 has a slit width capable of accommodating the claw portion of the connecting piece 122. Since the hook-shaped connecting piece 122 is polymerized in the locking groove 123 in the vertical direction, it is difficult for the two to be separated from each other. Further, the locking groove 123 has a predetermined slit length so as to slidably accommodate the connecting piece 122 in a direction orthogonal to the projecting direction (slit length direction). That is, the connecting mechanism can connect one buried object protection device 11 to another buried object protection device 11 and align the buried object protection device 11 in a straight line. Alternatively, if necessary, the connecting piece 122 can be slid along the slit length in the locking groove 123 to displace the adjacent buried object protection device 11 in the orthogonal direction.

固定部材130は、図14に示すように、サドル状の支持金具131、ボルト132およびナット133から構成されている。支持金具131は、埋設物防護具100を上方から拘束するコ字状の支持部131a、および、基板120に固定される固定部131bを有する。図13に示すように、基板120上に配置された埋設物防護具100に支持金具131の支持部131aが被さった状態で、ボルト132の軸が基板120の固定孔121と支持金具131の固定部131bとを下面側から貫通し、基板120の上面側からボルト132の軸先端にナット133が螺着することによって、埋設物防護具100が基板120上面に固定される。換言すると、作業者は、基板120の上面側から固定部材130を操作して、埋設物防護具100を基板120に対して着脱作業を実施することが可能である。 As shown in FIG. 14, the fixing member 130 is composed of a saddle-shaped support metal fitting 131, a bolt 132, and a nut 133. The support metal fitting 131 has a U-shaped support portion 131a that restrains the buried object protective device 100 from above, and a fixing portion 131b that is fixed to the substrate 120. As shown in FIG. 13, the shaft of the bolt 132 fixes the fixing hole 121 of the substrate 120 and the supporting metal fitting 131 in a state where the supporting portion 131a of the supporting metal fitting 131 covers the buried object protective tool 100 arranged on the substrate 120. The buried object protective device 100 is fixed to the upper surface of the substrate 120 by penetrating the portion 131b from the lower surface side and screwing the nut 133 from the upper surface side of the substrate 120 to the shaft tip of the bolt 132. In other words, the operator can operate the fixing member 130 from the upper surface side of the substrate 120 to attach / detach the buried object protective device 100 to / from the substrate 120.

以上の説明を踏まえて、埋設物防護装置11の全体構成をより詳細に説明する。本実施形態の埋設物防護装置11において、各埋設物防護具100は、図11および図12に示すように、固定部材130を介して基板120の上面にのみ固定されている。つまり、埋設物防護具100を基板120の上面に配置することで、地上から近接する道路カッターの回転刃を基板120よりも優先的に埋設物防護具100の外面に接触させて、回転刃による基板120の損傷が抑えられる。図13に示すように、シート部材101の略U字形状または略V字形状の開放端が、基板120の上方を向くように配置されている。また、埋設物防護具100は、基板120の矩形状の外周を隙間無く取り囲むように基板120の各辺に固定されている。換言すると、複数の埋設物防護具100の少なくとも一部は、互いに筒軸が平行になるように併設されている。具体的には、基板120の各長辺には、(基板120の長辺に対応する長さを有する)相対的に長尺の第1の埋設物防護具1001が配置され、各短辺には、(基板120の短辺に対応する長さを有する)相対的に短尺の第2の埋設物防護具1002が配置されている。そして、両短辺に配置された第2の埋設物防護具1002の中間には、第2の埋設物防護具1002が追加で配置されている。つまり、基板120の上面には、複数(本実施形態では5本)の埋設物防護具100によって2つの閉塞された格子が形成されている。すなわち、埋設物防護装置11は、第1の埋設物防護具1001および第2の埋設物防護具1002が隙間無く格子状に組まれていることから、道路カッターの回転刃が直進して外部から基板120上に侵入する際、回転刃が必ず埋設物防護具100を通過するように構成された配列構造を備えている。したがって、埋設物防護装置11は、地下埋設物の上方に(1または複数で)設置され、地下埋設物12を防護する防護領域を所定の範囲に亘って形成することが可能である。 Based on the above description, the overall configuration of the buried object protection device 11 will be described in more detail. In the buried object protective device 11 of the present embodiment, as shown in FIGS. 11 and 12, each buried object protective device 100 is fixed only to the upper surface of the substrate 120 via the fixing member 130. That is, by arranging the buried object protective tool 100 on the upper surface of the substrate 120, the rotary blade of the road cutter approaching from the ground is brought into contact with the outer surface of the buried object protective device 100 preferentially over the substrate 120, and the rotary blade is used. Damage to the substrate 120 is suppressed. As shown in FIG. 13, the open ends of the sheet member 101 having a substantially U-shape or a substantially V-shape are arranged so as to face upward of the substrate 120. Further, the buried object protective device 100 is fixed to each side of the substrate 120 so as to surround the rectangular outer circumference of the substrate 120 without any gap. In other words, at least a part of the plurality of buried object protective equipment 100 is arranged so that the cylinder axes are parallel to each other. Specifically, on each long side of the substrate 120, a relatively long first buried object protective device 1001 (having a length corresponding to the long side of the substrate 120) is arranged, and on each short side, a relatively long first buried object protective device 1001 is arranged. Is arranged with a relatively short second buried object protector 1002 (having a length corresponding to the short side of the substrate 120). A second buried object protective device 1002 is additionally arranged in the middle of the second buried object protective device 1002 arranged on both short sides. That is, on the upper surface of the substrate 120, two closed lattices are formed by a plurality of (five in this embodiment) buried object protective equipment 100. That is, in the buried object protection device 11, since the first buried object protective device 1001 and the second buried object protective device 1002 are assembled in a grid pattern without gaps, the rotary blade of the road cutter travels straight from the outside. It has an array structure configured so that the rotary blade always passes through the buried object protective device 100 when entering the substrate 120. Therefore, the buried object protection device 11 can be installed above the underground buried object (s) and can form a protective area for protecting the underground buried object 12 over a predetermined range.

また、基板120の寸法形状および埋設物防護具100の固定位置は、埋設物防護具100同士の間隔が道路カッターの回転刃の径以下となるように定められている。より好ましくは、基板120に設置された埋設物防護具100の一格子の対角線上の距離が、道路カッターの回転刃の径以下となるように設計される。また、地下埋設物の埋設深度(道路表面から地下埋設物上面までの距離)に応じて、埋設物防護具100の間隔が定められることが好ましい。そうすることにより、道路の防護領域または基板120の真上から回転刃が接近した場合であっても、回転刃が地下埋設物に接触する前に、回転刃に埋設物防護具100を効果的に接触させることができ、埋設物防護装置11がより高い防護性能を発揮することが可能となる。さらに、基板120は、軽量化および取扱性の向上を考慮して、埋設物防護具100の断面寸法よりも薄肉となるように形成された。特に、基板120は、比較的薄肉の合成樹脂材料で形成されたことにより、コンクリート板を用いた場合と比べて軽量である。なお、本実施形態の一例として、回転刃の径が550mmであり、地下埋設物12の上面の深さが200mmであると想定し、これらの条件に基づいて、基板120の厚みが約15mmであり、基板120の長辺が約600mmであり、埋設物防護具100の第1の長さが約600mmであり、基板120の短辺が約380mmであり、第2の長さが約300mmであり、埋設物防護具100の断面矩形の一辺が約40mmであり、隣接する埋設物防護具100間の間隔が約300mmであるように定められた。 Further, the dimensional shape of the substrate 120 and the fixing position of the buried object protective device 100 are defined so that the distance between the buried object protective devices 100 is equal to or less than the diameter of the rotary blade of the road cutter. More preferably, the distance on the diagonal line of one grid of the buried object protective device 100 installed on the substrate 120 is designed to be equal to or less than the diameter of the rotary blade of the road cutter. Further, it is preferable that the distance between the buried object protective equipment 100 is determined according to the burial depth of the underground buried object (distance from the road surface to the upper surface of the underground buried object). By doing so, even when the rotary blade approaches from the protection area of the road or directly above the substrate 120, the buried object protective tool 100 is effectively attached to the rotary blade before the rotary blade comes into contact with the underground buried object. The buried object protection device 11 can exhibit higher protection performance. Further, the substrate 120 is formed to be thinner than the cross-sectional dimension of the buried object protective tool 100 in consideration of weight reduction and improvement in handleability. In particular, since the substrate 120 is made of a relatively thin synthetic resin material, it is lighter than the case where a concrete plate is used. As an example of this embodiment, it is assumed that the diameter of the rotary blade is 550 mm and the depth of the upper surface of the underground buried object 12 is 200 mm, and based on these conditions, the thickness of the substrate 120 is about 15 mm. The long side of the substrate 120 is about 600 mm, the first length of the buried object protector 100 is about 600 mm, the short side of the substrate 120 is about 380 mm, and the second length is about 300 mm. It was determined that one side of the rectangular cross-section of the buried object protective device 100 is about 40 mm, and the distance between adjacent buried object protective devices 100 is about 300 mm.

すなわち、本実施形態に係る埋設物防護装置11は、複数の長手状の埋設物防護具100が基板120に対して固定されていることにより、直進する道路カッターの回転刃を埋設物防護具100が辺で受け止めて、地下埋設物12を効率的に防護することができる。したがって、本実施形態の埋設物防護装置11は、従来のように埋設物防護具100(例えば、鋼板、高強度繊維シート)を地下埋設物12の上部領域一帯に敷き詰めることなく、基板120を当該領域に設置するだけで、閉鎖された枠状に組まれた埋設物防護具100によって、各辺の内側に地下埋設物12の防護領域を簡単且つ効率的に画定することを可能とする。 That is, in the buried object protecting device 11 according to the present embodiment, since a plurality of longitudinal buried object protecting devices 100 are fixed to the substrate 120, the rotary blade of the road cutter traveling straight is used as the buried object protecting device 100. Can be caught by the side and effectively protect the underground buried object 12. Therefore, in the buried object protection device 11 of the present embodiment, the substrate 120 is covered without spreading the buried object protective device 100 (for example, a steel plate, a high-strength fiber sheet) over the upper region of the underground buried object 12 as in the conventional case. By simply installing it in the area, the buried object protective device 100 assembled in a closed frame shape makes it possible to easily and efficiently define the protected area of the underground buried object 12 inside each side.

次に、図17乃至図19を参照して、埋設物防護装置11による第2の設置構造10’について説明する。設置構造10’は、道路15の地下に埋設された地下埋設物12を道路カッターの回転刃Xから防護するために、複数の埋設物防護装置11を道路15の地下に設置した構造体である。図17は、当該設置構造10’の概略平面図である。図18および図19は、そのG−G断面図およびH−H断面図である。 Next, the second installation structure 10'by the buried object protection device 11 will be described with reference to FIGS. 17 to 19. The installation structure 10'is a structure in which a plurality of buried object protection devices 11 are installed underground in the road 15 in order to protect the underground buried object 12 buried underground in the road 15 from the rotary blade X of the road cutter. .. FIG. 17 is a schematic plan view of the installation structure 10'. 18 and 19 are a cross-sectional view taken along the line GG and a cross-sectional view taken along the line HH.

本実施形態の設置構造10’では、道路15は、図17乃至図19に示すとおり、砕石または土などによって地下層を形成する路盤16と、砂または良質土からなる埋め戻し部19と、該道路15の表層を形成する舗装材18とから構成されている。また、本実施形態では、同様に、地下埋設物12は、地中に敷設された2本の配線・配管材として例示される。該設置構造10’において、路盤16の掘削溝に配線・配管材などの長尺の地下埋設物12が敷設された上で、当該地下埋設物12を覆って保護すべく掘削溝に砂または良質土が充填されて埋め戻し部19が形成されている。そして、道路15の掘削工事の際に地下埋設物12を道路カッターやツルハシなどの土木作業用工具から防護するために、複数の埋設物防護装置11が地中に埋設されている。各埋設物防護装置11において、埋設物防護具100は、シート部材101の折り曲げ姿勢のU字形状またはV字形状の開放端が地上側を向くように配置されている。 In the installation structure 10'of the present embodiment, as shown in FIGS. 17 to 19, the road 15 includes a roadbed 16 forming an underground layer with crushed stone or soil, a backfill portion 19 made of sand or high-quality soil, and the like. It is composed of a pavement material 18 forming the surface layer of the road 15. Further, in the present embodiment, similarly, the underground buried object 12 is exemplified as two wiring / piping materials laid in the ground. In the installation structure 10', a long underground buried object 12 such as wiring and piping material is laid in the excavated ditch of the roadbed 16, and then sand or good quality is provided in the excavated ditch to cover and protect the underground buried object 12. The soil is filled to form the backfill portion 19. Then, in order to protect the underground buried object 12 from civil engineering work tools such as a road cutter and a pickaxe during the excavation work of the road 15, a plurality of buried object protection devices 11 are buried in the ground. In each buried object protective device 11, the buried object protective device 100 is arranged so that the U-shaped or V-shaped open end of the seat member 101 in a bent posture faces the ground side.

複数の埋設物防護装置11は、図17に示す平面視において、配設方向に長手状に延びる地下埋設物12の上方で直線的に配設されている。複数の埋設物防護装置11は、配設方向に沿って隙間無く敷き詰められている。また、地下埋設物12の配設方向に亘って、複数の埋設物防護具100(第2の埋設物防護具1002)が途切れることなく一直線上に連続的に整列している。さらに、配設方向に直交する方向(以下、直交方向という)に沿って、複数の埋設物防護具100(第1の埋設物防護具1001)が並列している。すなわち、本実施形態の設置構造10’は、複数の埋設物防護具100が所定のパターンで配列することにより、直進する道路カッターの回転刃から地下埋設物12を防護する防護領域を構築している。そして、当該設置構造10’は、第1の埋設物防護具1001および第2の埋設物防護具1002が隙間無く格子状に組まれていることから、道路カッターの回転刃が直進して外部から防護領域の内部に侵入する際、回転刃が必ず埋設物防護具100を通過するように構成されている。 The plurality of buried object protection devices 11 are arranged linearly above the underground buried object 12 extending longitudinally in the arrangement direction in the plan view shown in FIG. The plurality of buried object protection devices 11 are spread without gaps along the arrangement direction. Further, a plurality of buried object protective devices 100 (second buried object protective device 1002) are continuously arranged in a straight line without interruption along the arrangement direction of the underground buried object 12. Further, a plurality of buried object protective devices 100 (first buried object protective device 1001) are arranged in parallel along a direction orthogonal to the arrangement direction (hereinafter, referred to as an orthogonal direction). That is, in the installation structure 10'of this embodiment, a protective area for protecting the underground buried object 12 from the rotary blade of the road cutter traveling straight is constructed by arranging the plurality of buried object protective tools 100 in a predetermined pattern. There is. Since the first buried object protective tool 1001 and the second buried object protective device 1002 are assembled in a grid pattern without gaps in the installation structure 10', the rotary blade of the road cutter travels straight from the outside. The rotary blade is configured to always pass through the buried object protective device 100 when entering the inside of the protected area.

また、図18に示すように、埋設物防護装置11が舗装材18の直下に配置され、その結果として、各埋設物防護具100が舗装材18と地下埋設物12との間に設置されている。より具体的には、埋設物防護装置11は、埋め戻し部19の上層の路盤16の上部に位置し、埋設物防護具100の上面が舗装材18の下面に隣接する深さで埋設されている。すなわち、舗装材18がない状態で埋設物防護具100の外面の一部が地上に臨むので、道路工事の際、該埋設物防護具100を埋設した場所を把握し易いという利点がある。また、図18に示すように、基板120が、コンクリート部の代わりに、地下埋設物12を地上側から覆うことにより、ツルハシなどの土木作業用工具から地下埋設物12を防護するように機能する。したがって、本実施形態の設置構造10’では、埋設物防護具100および基板120が協働して地下埋設物12を効果的に防護している。さらに、図19に示すように、各埋設物防護装置11は、配設方向に隣接する埋設物防護装置11に対して連結機構(連結片122および係止溝123)を介して連設されている。連結機構を用いて複数の埋設物防護装置11を連結することにより、複数の埋設物防護装置11および埋設物防護具100を容易に直線状に整列することが可能である。なお、図示の例では、基板120の長辺側に形成された連結機構を介して基板120,120同士が連結されているが、これに代えて、または、これに加えて、短辺側に形成された連結機構を介して基板120,120が連結されてもよい。あるいは、長辺側の連結機構、短辺側の連結機構を交互に用いる等によって、任意のパターンで基板120,120同士を連結してもよい。 Further, as shown in FIG. 18, the buried object protection device 11 is arranged directly under the pavement material 18, and as a result, each buried object protective device 100 is installed between the pavement material 18 and the underground buried object 12. There is. More specifically, the buried object protection device 11 is located above the roadbed 16 in the upper layer of the backfill portion 19, and the upper surface of the buried object protective device 100 is buried at a depth adjacent to the lower surface of the pavement material 18. There is. That is, since a part of the outer surface of the buried object protective device 100 faces the ground without the pavement material 18, there is an advantage that it is easy to grasp the place where the buried object protective device 100 is buried during road construction. Further, as shown in FIG. 18, the substrate 120 functions to protect the underground buried object 12 from civil engineering tools such as a pickaxe by covering the underground buried object 12 from the ground side instead of the concrete portion. .. Therefore, in the installation structure 10'of this embodiment, the buried object protective device 100 and the substrate 120 cooperate to effectively protect the underground buried object 12. Further, as shown in FIG. 19, each buried object protection device 11 is continuously provided to the buried object protection device 11 adjacent in the arrangement direction via a connecting mechanism (connecting piece 122 and locking groove 123). There is. By connecting the plurality of buried object protection devices 11 using the connecting mechanism, it is possible to easily align the plurality of buried object protection devices 11 and the buried object protection device 100 in a straight line. In the illustrated example, the substrates 120 and 120 are connected to each other via a connecting mechanism formed on the long side of the substrate 120, but instead of or in addition to this, the short side The substrates 120 and 120 may be connected via the formed connecting mechanism. Alternatively, the substrates 120 and 120 may be connected to each other in an arbitrary pattern by alternately using the connection mechanism on the long side and the connection mechanism on the short side.

続いて、本実施形態の第2の設置構造10’を構築する方法について説明する。まず、道路15の路盤16を掘削して、地下埋設物12を設置する空間としての掘削溝を形成する。次に、掘削溝に砂または良質土を充填しつつ、地下埋設物12を路盤16の掘削溝に配設する。そして、地下埋設物12の上に砂または良質土を充填し、埋め戻し部19を形成する。次いで、埋め戻し部19の上方に掘り出した路盤材を再度充填する。地下埋設物12の上方に防護領域を形成するように、地下埋設物12の配設方向に沿って直線的に複数の埋設物防護装置11を連結させつつ配置する。連結機構は、直交方向への基板120のずれを許容することから、基板120同士の連結作業が容易となる。複数の埋設物防護装置11を地下埋設物12の上に配列した後、各埋設物防護具100の上面が上方に露出するように基板120の上に路盤材を被せる。そして、路盤16上面に舗装材18の層を形成することにより、設置構造10’を構築することができる。 Subsequently, a method of constructing the second installation structure 10'of the present embodiment will be described. First, the roadbed 16 of the road 15 is excavated to form an excavation ditch as a space for installing the underground buried object 12. Next, the underground buried object 12 is arranged in the excavation ditch of the roadbed 16 while filling the excavation ditch with sand or high-quality soil. Then, sand or high-quality soil is filled on the underground buried object 12 to form the backfill portion 19. Next, the roadbed material excavated above the backfill portion 19 is refilled. A plurality of buried object protection devices 11 are arranged while being linearly connected along the arrangement direction of the underground buried object 12 so as to form a protective area above the underground buried object 12. Since the connecting mechanism allows the substrates 120 to be displaced in the orthogonal direction, the operation of connecting the substrates 120 to each other becomes easy. After arranging the plurality of buried object protection devices 11 on the underground buried object 12, the roadbed material is put on the substrate 120 so that the upper surface of each buried object protective device 100 is exposed upward. Then, the installation structure 10'can be constructed by forming a layer of the pavement material 18 on the upper surface of the roadbed 16.

図20は、本実施形態の埋設物防護具100の別使用例を示している。図20に示すように、埋設物防護具100は、道路の地下に電線共同溝を形成するとともに内部に電線類12を収容可能なトラフ13と一体化されてもよい。ここで、トラフ13内部の電線類が地下埋設物12に該当する。トラフ13は、トラフ本体13aとトラフ蓋13bとから構成される。複数の埋設物防護具100が、上記基板に相当するトラフ蓋13bの上面に一体的に固定されている。すなわち、当該トラフ13において、複数の埋設物防護具100およびトラフ蓋13bが上述した埋設物防護装置11として機能し得る。したがって、トラフ13は、埋設物防護装置11または埋設物防護具100を備えることで、内部の電線類を道路カッターの回転刃から防護することを可能とする。 FIG. 20 shows another usage example of the buried object protective device 100 of the present embodiment. As shown in FIG. 20, the buried object protective device 100 may be integrated with a trough 13 capable of forming an electric wire utility tunnel in the basement of the road and accommodating the electric wires 12 inside. Here, the electric wires inside the trough 13 correspond to the underground buried object 12. The trough 13 is composed of a trough body 13a and a trough lid 13b. A plurality of buried object protective devices 100 are integrally fixed to the upper surface of the trough lid 13b corresponding to the substrate. That is, in the trough 13, the plurality of buried object protective equipment 100 and the trough lid 13b can function as the above-mentioned buried object protective device 11. Therefore, the trough 13 can protect the internal electric wires from the rotary blade of the road cutter by providing the buried object protection device 11 or the buried object protective device 100.

以下、本発明に係る一実施形態の埋設物防護具100の作用効果について説明する。 Hereinafter, the action and effect of the buried object protective device 100 according to the embodiment of the present invention will be described.

本実施形態の埋設物防護具100によれば、埋設物防護具100に道路カッターが接触した際、道路カッターの回転刃が剛性の外殻部材104を切断し、内殻部材103を切り開いてシート部材101に到達した後、非拘束状態のシート部材101が回転刃によって絡み取られて外殻部材104の切れ目に到達し、さらに、外部に引き出されながら回転刃に絡みついて、回転刃の回転を停止させる。当該埋設物防護具100において、筒部材102が2重筒構造を有することにより、回転刃が外殻部材104を切断した後、内殻部材103を切断するまでに僅かな時間差が生じる。この時間差に加えて、内殻部材103と外殻部材104との間に空隙が形成されていることにより、シート部材101が回転刃に絡み取られてから外殻部材104の切れ目に到達するまでの時間または距離をより長く確保し、シート部材101が切れ目から引き出される前段階でのシート部材101の回転刃への絡み量を増加させることができる。さらに、シート部材101は、埋設物防護具100の横断面視において、略U字状または略V字状に折り曲げられて内殻部材103に収容され、シート部材101の略U字形状または略V字形状の開放端が地上側を向くように配置されている。これにより、埋設物防護具100に上方から接触した回転刃が略U字状または略V字状の開放端に当接し、シート部材101を直状に展開しながら回転刃に巻き付けて、外殻部材104の切れ目から外部に容易に引き出すことが可能である。すなわち、本実施形態の埋設物防護具100によれば、外殻部材104の内部でシート部材101が回転刃によって効果的に巻き取られることで、コンクリート製の外装材を用いることなく、シート部材101を外殻部材104の切れ目からより確実に引き出すことが可能となる。さらに、本実施形態の埋設物防護具100は、外殻部材104を内殻部材103よりも薄肉としたことにより、従来のコンクリート製の外装材を用いたものと比べて軽量且つコンパクトで取り扱い容易に構成されている。したがって、本実施形態の埋設物防護具100は、軽量且つコンパクトで取り扱い容易であるとともに、地下埋設物12の防護機能をより高い精度で発揮するものである。 According to the buried object protective device 100 of the present embodiment, when the road cutter comes into contact with the buried object protective device 100, the rotary blade of the road cutter cuts the rigid outer shell member 104 and cuts open the inner shell member 103 to form a sheet. After reaching the member 101, the unrestrained sheet member 101 is entangled by the rotary blade to reach the cut of the outer shell member 104, and further, while being pulled out to the outside, is entangled with the rotary blade to rotate the rotary blade. Stop it. In the buried object protective device 100, since the tubular member 102 has a double tubular structure, a slight time difference occurs between the rotary blade cutting the outer shell member 104 and the inner shell member 103 being cut. In addition to this time difference, a gap is formed between the inner shell member 103 and the outer shell member 104, so that the sheet member 101 is entangled with the rotary blade until it reaches the cut of the outer shell member 104. It is possible to secure a longer time or distance and increase the amount of entanglement of the sheet member 101 with the rotary blade in the stage before the sheet member 101 is pulled out from the cut. Further, the seat member 101 is bent into a substantially U-shape or a substantially V-shape and housed in the inner shell member 103 in a cross-sectional view of the buried object protective device 100, and the seat member 101 has a substantially U-shape or a substantially V-shape. The open end of the character shape is arranged so as to face the ground side. As a result, the rotary blade that comes into contact with the buried object protective device 100 from above comes into contact with the open end having a substantially U-shape or a substantially V-shape, and the sheet member 101 is wound around the rotary blade while being developed in a straight line to form an outer shell. It can be easily pulled out from the cut of the member 104. That is, according to the buried object protective device 100 of the present embodiment, the sheet member 101 is effectively wound up inside the outer shell member 104 by the rotary blade, so that the sheet member does not use a concrete exterior material. The 101 can be pulled out more reliably from the cut of the outer shell member 104. Further, the buried object protective device 100 of the present embodiment is lighter, more compact and easier to handle than the conventional concrete exterior material because the outer shell member 104 is thinner than the inner shell member 103. It is configured in. Therefore, the buried object protective device 100 of the present embodiment is lightweight, compact, and easy to handle, and also exhibits the protective function of the underground buried object 12 with higher accuracy.

本発明は、上記実施形態に限定されず、種々の実施形態や変形例を取り得る。以下、本発明の変形例を説明する。各実施形態または変形例において、下二桁の符番が共通する構成要素は、特定のない限り、同一又は類似の特徴を有し、その説明を一部省略する。 The present invention is not limited to the above-described embodiment, and various embodiments and modifications can be taken. Hereinafter, modifications of the present invention will be described. In each embodiment or modification, the components having the same last two-digit code number have the same or similar characteristics unless otherwise specified, and some description thereof will be omitted.

(1)本発明の埋設物防護装置において、埋設物防護具は上記実施形態の態様に限定されない。図21乃至図25を参照して、別実施形態の埋設物防護具200について説明する。埋設物防護具200は、上記実施形態と同様に、舗装材と地下埋設物との間に介在し、舗装材を切断する道路カッターが該埋設物防護具200に接触したときに、道路カッターの動作を直接的または間接的に停止させるものである。図21は、埋設物防護具200の概略斜視図である。図22(a),(b)は、埋設物防護具200の正面図および平面図である。図23(a),(b)は、埋設物防護具200のI−I横断面図、J−J縦断面図である。図24および図25は、埋設物防護具200により道路カッターの回転刃から地下埋設物を防護する態様を示す模式図である。 (1) In the buried object protective device of the present invention, the buried object protective device is not limited to the embodiment of the above embodiment. The buried object protective device 200 of another embodiment will be described with reference to FIGS. 21 to 25. Similar to the above embodiment, the buried object protective device 200 is interposed between the pavement material and the underground buried object, and when the road cutter that cuts the pavement material comes into contact with the buried object protective device 200, the road cutter It stops the operation directly or indirectly. FIG. 21 is a schematic perspective view of the buried object protective device 200. 22 (a) and 22 (b) are a front view and a plan view of the buried object protective device 200. 23 (a) and 23 (b) are a cross-sectional view of II and a vertical cross-sectional view of JJ of the buried object protective device 200. 24 and 25 are schematic views showing a mode in which the underground buried object is protected from the rotary blade of the road cutter by the buried object protective tool 200.

埋設物防護具200は、図21から図23に示すように、所定の長さで延在する角棒状の外形状を有する長尺体である。埋設物防護具200は、シート部材201と、該シート部材201を包囲する袋部材205と、該シート部材201を内部に収容する中空筒状の筒部材202と、該筒部材202の両端部を閉塞する閉塞部材206と、を備える。ここで、シート部材201、袋部材205および閉塞部材206の構成は、上記埋設物防護具100のものと共通であるので、その説明を省略する。筒部材202は、所定の長さで延在し、両端で開放した非金属製(具体的には合成樹脂製)の角型筒状体である。この筒部材202は、丸型筒状体であってもよい。袋部材205内に密封されたシート部材201は、筒部材202内部に非拘束状態で収容されている。シート部材201は、筒部材202の筒壁内面に当接するように構成されている。シート部材201は、略U字状または略V字状に折り曲げられたシート部材201のこわさ(コシまたは弾力)により、折り曲げ姿勢を維持しつつ、筒部材102内部で周方向に転動しないように保持されている。埋設物防護具200は、シート部材201の略U字形状または略V字形状の開放端が上方を向くように設置されることが好ましい。なお、筒部材202は、道路カッターの回転刃に接触したときにその回転を遅らせる程度の剛性を有し、比較的高い剛性を有する鋼板等の金属材料で形成されてもよい。 As shown in FIGS. 21 to 23, the buried object protective device 200 is a long body having a square bar-shaped outer shape extending at a predetermined length. The buried object protective device 200 includes a seat member 201, a bag member 205 that surrounds the seat member 201, a hollow cylindrical tubular member 202 that houses the seat member 201, and both ends of the tubular member 202. A closing member 206 for closing is provided. Here, since the configurations of the seat member 201, the bag member 205, and the closing member 206 are the same as those of the buried object protective device 100, the description thereof will be omitted. The tubular member 202 is a non-metal (specifically, synthetic resin) square cylindrical body that extends at a predetermined length and is open at both ends. The cylindrical member 202 may be a round tubular body. The seat member 201 sealed in the bag member 205 is housed inside the tubular member 202 in an unrestrained state. The seat member 201 is configured to come into contact with the inner surface of the cylinder wall of the cylinder member 202. The seat member 201 is bent in a substantially U-shape or a substantially V-shape so as not to roll in the circumferential direction inside the tubular member 102 while maintaining the bent posture due to the stiffness (stiffness or elasticity) of the seat member 201. It is being held. The buried object protective device 200 is preferably installed so that the open end of the seat member 201 having a substantially U-shape or a substantially V-shape faces upward. The tubular member 202 may be made of a metal material such as a steel plate having a rigidity enough to delay the rotation when it comes into contact with the rotary blade of the road cutter and having a relatively high rigidity.

次いで、図24および図25を参照して、道路カッターの回転刃Xが埋設物防護具200に接触したときに、該埋設物防護具200によって道路カッターの動作を停止させる態様について説明する。当該説明において、埋設物防護具200は、例示的に、埋設物防護装置21の一部として基板220の上面に固定され、道路25の表面を舗装する舗装材28の直下且つ地下埋設物22の上方に埋設されている。 Next, with reference to FIGS. 24 and 25, a mode in which the operation of the road cutter is stopped by the buried object protective tool 200 when the rotary blade X of the road cutter comes into contact with the buried object protective tool 200 will be described. In the above description, the buried object protective device 200 is exemplifiedly fixed to the upper surface of the substrate 220 as a part of the buried object protective device 21, and is directly under the pavement material 28 that paves the surface of the road 25 and the underground buried object 22. It is buried above.

道路カッターの回転刃Xが舗装材28を切断しながら直進し、地下埋設物22上方の防護領域に侵入すると、回転刃Xが埋設物防護具200に接触する。図24に示すように、回転刃Xが埋設物防護具200の筒部材202の上方の角部に接触して、その肉部を切断する。回転刃Xが筒部材202の内部に到達すると、回転刃Xが非拘束状態のシート部材201に接触する。このとき、回転刃Xは、一般的に斜め上(地上側)からシート部材201に接触するため、シート部材201の折り曲げ姿勢のU字形状またはV字形状の上方を向く開放端が先に回転刃Xに接触し得る。この接触と同時に、袋部材205が即座に破断し、シート部材201の回転刃Xへの絡みつきが始まる。シート部材201は、U字またはV字形状の折り曲げ姿勢から展開されつつ、回転刃Xに絡みつくことが考えられる。そして、図25に示すように、シート部材201が回転刃Xに絡み取られつつ、筒部材202が完全に切断される前に、筒部材202の切れ目を通って外部に引き出される。そして、シート部材201が外部に引き出されて回転刃Xへと絡みつくことにより、回転刃Xの摩擦抵抗が急激に増加し、回転刃Xが停止するか、あるいは、作業者に回転刃Xの異常または状態変化を気付かせ、道路カッターの動作停止を促すことができる。これにより、作業者は、道路カッターの回転刃Xが地下埋設物22の防護領域に侵入したことに気付いて、地下埋設物22の損傷を避けることができる。 When the rotary blade X of the road cutter goes straight while cutting the pavement material 28 and invades the protective area above the underground buried object 22, the rotary blade X comes into contact with the buried object protective tool 200. As shown in FIG. 24, the rotary blade X comes into contact with the upper corner portion of the tubular member 202 of the buried object protective device 200 and cuts the meat portion thereof. When the rotary blade X reaches the inside of the tubular member 202, the rotary blade X comes into contact with the seat member 201 in the unrestrained state. At this time, since the rotary blade X generally comes into contact with the seat member 201 from diagonally above (ground side), the U-shaped or V-shaped open end of the seat member 201 that faces upward rotates first. Can come into contact with blade X. At the same time as this contact, the bag member 205 is immediately broken, and the sheet member 201 begins to be entangled with the rotary blade X. It is conceivable that the seat member 201 is entwined with the rotary blade X while being developed from a U-shaped or V-shaped bent posture. Then, as shown in FIG. 25, while the sheet member 201 is entangled with the rotary blade X, it is pulled out through the cut of the tubular member 202 before the tubular member 202 is completely cut. Then, when the sheet member 201 is pulled out to the outside and entangled with the rotary blade X, the frictional resistance of the rotary blade X suddenly increases and the rotary blade X stops, or the operator has an abnormality in the rotary blade X. Alternatively, it is possible to notice the change in the state and urge the road cutter to stop operating. As a result, the operator can notice that the rotary blade X of the road cutter has invaded the protected area of the underground buried object 22 and can avoid damage to the underground buried object 22.

したがって、本実施形態の埋設物防護具200は、袋部材205によるシート部材201の水濡れ防止、および、シート部材201の筒部材202内部での折り曲げ姿勢の効果により、従前の構成と比べて、少なくとも地下埋設物の防護機能をより高い精度で発揮するものである。 Therefore, the buried object protective device 200 of the present embodiment is compared with the conventional configuration due to the effect of the bag member 205 preventing the seat member 201 from getting wet and the bending posture of the seat member 201 inside the tubular member 202. At least, it exerts the protective function of underground buried objects with higher accuracy.

(2)上記実施形態の埋設物防護具の筒部材の構成は、上記実施形態に限定されない。例えば、本発明の埋設物防護具の筒部材は、角型の内殻部材と角型の外殻部材との組み合わせ、丸型の内殻部材と丸型の外殻部材との組み合わせなど任意の形状から選択されてもよく、また、細部において種々の形態を取り得る。 (2) The configuration of the tubular member of the buried object protective device of the above embodiment is not limited to the above embodiment. For example, the tubular member of the buried object protective device of the present invention may be any combination such as a combination of a square inner shell member and a square outer shell member, a combination of a round inner shell member and a round outer shell member, and the like. It may be selected from shapes and may take various forms in detail.

図26(a)の埋設物防護具300は、角型の内殻部材303と角型の外殻部材304とからなる筒部材302を備える。シート部材301は、筒部材302内部に非拘束状態で収容されている。当該筒部材302において、内殻部材303および外殻部材304が互いに連結されておらず、外殻部材304の内部で内殻部材303が自由に移動可能である。そして、外殻部材304の底壁上に内殻部材303が載置されている。内殻部材303および外殻部材304の断面視寸法が異なることにより、埋設物防護具300を載置したら、その断面視上部に内殻部材303外面および外殻部材304内面との間に空隙が形成されている。換言すると、内殻部材303の地上側を向く外面上において、内殻部材303外面と外殻部材304内面との間で空隙が形成されている。すなわち、埋設物防護具300は、周方向の一部に形成された空隙により、上記実施形態と同様に、地下埋設物の防護機能を発揮することが可能となる。なお、筒部材302の端部は、閉塞されていてもよく、または、開放されていてもよい。 The buried object protective device 300 of FIG. 26A includes a tubular member 302 composed of a square inner shell member 303 and a square outer shell member 304. The seat member 301 is housed inside the tubular member 302 in an unrestrained state. In the tubular member 302, the inner shell member 303 and the outer shell member 304 are not connected to each other, and the inner shell member 303 can freely move inside the outer shell member 304. Then, the inner shell member 303 is placed on the bottom wall of the outer shell member 304. Due to the difference in the cross-sectional view dimensions of the inner shell member 303 and the outer shell member 304, when the buried object protective device 300 is placed, a gap is formed between the outer surface of the inner shell member 303 and the inner surface of the outer shell member 304 in the upper part of the cross-sectional view. It is formed. In other words, a gap is formed between the outer surface of the inner shell member 303 and the inner surface of the outer shell member 304 on the outer surface of the inner shell member 303 facing the ground side. That is, the buried object protective device 300 can exert the protective function of the underground buried object as in the above embodiment due to the voids formed in a part in the circumferential direction. The end of the tubular member 302 may be closed or may be open.

また、図26(b)の埋設物防護具400は、三角型の内殻部材403と円型の外殻部材404とからなる筒部材402を備える。シート部材401は、筒部材402内部に非拘束状態で収容されている。筒部材402において、内殻部材403の三角形の各頂点が外殻部材404の内面に接することにより、内殻部材403および外殻部材404が互いに固定されている。そして、周方向の接点以外の箇所において、内殻部材403外面および外殻部材404内面との間に空隙が形成されている。すなわち、埋設物防護具400は、周方向の一部に形成された空隙により、上記実施形態と同様に、地下埋設物の防護機能を発揮することが可能となる。 Further, the buried object protective device 400 shown in FIG. 26B includes a tubular member 402 including a triangular inner shell member 403 and a circular outer shell member 404. The seat member 401 is housed inside the tubular member 402 in an unrestrained state. In the tubular member 402, the inner shell member 403 and the outer shell member 404 are fixed to each other by contacting each apex of the triangle of the inner shell member 403 with the inner surface of the outer shell member 404. A gap is formed between the outer surface of the inner shell member 403 and the inner surface of the outer shell member 404 at a location other than the contact point in the circumferential direction. That is, the buried object protective device 400 can exert the protective function of the underground buried object as in the above embodiment due to the voids formed in a part in the circumferential direction.

(3)上記実施形態の埋設物防護具の各構成要素の材質は、上記実施形態に限定されず、本発明の技術的範囲に含まれる限りにおいて、その材質の変更が可能である。 (3) The material of each component of the buried object protective device of the above embodiment is not limited to the above embodiment, and the material can be changed as long as it is included in the technical scope of the present invention.

(4)本発明の埋設物防護具において、袋部材が省略されてもよい。ただし、袋部材が省力された場合において、筒部材の内部空間が水密に保たれることが好ましい。シート部材の浸水による劣化を防ぎ、または、シート部材が道路カッターの回転刃に対して滑って絡み付き難くなる虞を軽減させるためである。 (4) In the buried object protective device of the present invention, the bag member may be omitted. However, when the bag member is labor-saving, it is preferable that the internal space of the tubular member is kept watertight. This is to prevent deterioration of the sheet member due to water immersion, or to reduce the possibility that the sheet member slips against the rotary blade of the road cutter and becomes difficult to get entangled.

(5)本発明の埋設物防護具において、シート部材は略U字状または略V字状の折り曲げ姿勢で筒部材の内部に収容されていなくてもよい。例えば、シート部材が断面視において直状に延びていてもよい。また、表示部が省略されてもよい。 (5) In the buried object protective device of the present invention, the seat member does not have to be housed inside the tubular member in a substantially U-shaped or substantially V-shaped bent posture. For example, the sheet member may extend in a straight line in a cross-sectional view. Further, the display unit may be omitted.

(6)上記実施形態の設置構造において、埋設物防護具または埋設物防護装置が地下埋設物の上方且つ舗装材の下に埋設されているが、埋設物防護具の設置位置はこれに限定されない。埋設物防護具または埋設物防護装置は、地下埋設物の地上側または上方に設置されればよく、例えば、道路表面に載置されても、同様に地下埋設物を道路カッターから防護することが可能である。 (6) In the installation structure of the above embodiment, the buried object protective device or the buried object protective device is buried above the underground buried object and under the pavement material, but the installation position of the buried object protective device is not limited to this. .. The buried object protective device or the buried object protective device may be installed on the ground side or above the underground buried object. For example, even if it is placed on the road surface, the underground buried object can be similarly protected from the road cutter. It is possible.

(7)上記実施形態の設置構造において、地下埋設物は配線・配管材などの長尺体であるが、その形態は本実施形態に限定されない。例えば、地下埋設物は、電気通信機器を地中で収容する筐状の地下構造物であってもよい。 (7) In the installation structure of the above embodiment, the underground buried object is a long body such as wiring and piping material, but the embodiment is not limited to this embodiment. For example, the underground buried object may be a box-shaped underground structure that houses telecommunications equipment underground.

(8)上記実施形態の埋設物防護具では、表示部が閉塞部材の閉塞部外面に形成されたが、本発明は上記形態に限定されない。例えば、表示部は、筒部材外面に形成されてもよい。また、表示部は、上記実施形態のような矢印状に限定されず、シート部材の向きを視覚的に表示可能であればいかなる形態をとってもよい。 (8) In the buried object protective device of the above embodiment, the display portion is formed on the outer surface of the closed portion of the closing member, but the present invention is not limited to the above embodiment. For example, the display unit may be formed on the outer surface of the tubular member. Further, the display unit is not limited to the arrow shape as in the above embodiment, and may take any form as long as the orientation of the seat member can be visually displayed.

本発明は上述した実施形態や変形例に限定されるものではなく、本発明の技術的範囲に属する限りにおいて種々の態様で実施しうるものである。 The present invention is not limited to the above-described embodiments and modifications, and can be implemented in various embodiments as long as it belongs to the technical scope of the present invention.

10 埋設物設置構造
11 埋設物防護装置
12 地下埋設物
15 道路
16 路盤
17 コンクリート部
18 舗装材
19 埋め戻し部
100 埋設物防護具
101 シート部材
102 筒部材
103 内殻部材(筒部材)
104 外殻部材(筒部材)
105 袋部材
106 閉塞部材
106a 閉塞部
106b 第1連結部
106c 第2連結部
107 表示部
120 基板
121 固定孔
122 連結片(連結機構)
123 係止溝(連結機構)
130 固定部材
131 支持金具
131a 支持部
132b 固定部
132 ボルト
133 ナット
X 道路カッターの回転刃
10 Buried object installation structure 11 Buried object protection device 12 Underground object protection device 12 Underground object 15 Road 16 Roadbed 17 Concrete part 18 Pavement material 19 Backfilling part 100 Buried object protective equipment 101 Sheet member 102 Cylinder member 103 Inner shell member (cylinder member)
104 Outer shell member (cylinder member)
105 Bag member 106 Closing member 106a Closing part 106b First connecting part 106c Second connecting part 107 Display part 120 Board 121 Fixing hole 122 Connecting piece (connecting mechanism)
123 Locking groove (connecting mechanism)
130 Fixing member 131 Support bracket 131a Support part 132b Fixing part 132 Bolt 133 Nut X Road cutter rotary blade

Claims (16)

地下埋設物を道路カッターから防護するための埋設物防護具であって、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を非拘束状態で内部に収容する中空筒状の内殻部材と、
前記内殻部材を内部に収容する剛性且つ中空筒状の外殻部材と、を備え、
前記内殻部材および前記外殻部材の周方向の少なくとも一部において、前記内殻部材外面と前記外殻部材内面との間に空隙が形成されていることを特徴とする埋設物防護具。
A buried object protective device for protecting underground buried objects from road cutters.
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A hollow cylindrical inner shell member that houses the sheet member in an unrestrained state, and
A rigid and hollow cylindrical outer shell member for accommodating the inner shell member is provided.
A buried object protective device characterized in that a gap is formed between the outer surface of the inner shell member and the inner surface of the outer shell member in at least a part of the inner shell member and the outer shell member in the circumferential direction.
前記シート部材を包囲する防水性または低透水性の袋部材をさらに備えることを特徴とする請求項1に記載の埋設物防護具。 The buried object protective device according to claim 1, further comprising a waterproof or low water permeability bag member surrounding the sheet member. 前記空隙は前記内殻部材および前記外殻部材の周方向全体に亘って形成されていることを特徴とする請求項1または2に記載の埋設物防護具。 The buried object protective device according to claim 1 or 2, wherein the gap is formed over the entire circumferential direction of the inner shell member and the outer shell member. 前記外殻部材は、前記内殻部材よりも薄肉であることを特徴とする請求項1から3のいずれか一項に記載の埋設物防護具。 The buried object protective device according to any one of claims 1 to 3, wherein the outer shell member is thinner than the inner shell member. 前記内殻部材は合成樹脂製であり、前記外殻部材は金属製であることを特徴とする請求項1から4のいずれか一項に記載の埋設物防護具。 The buried object protective device according to any one of claims 1 to 4, wherein the inner shell member is made of synthetic resin, and the outer shell member is made of metal. 前記外殻部材の端部は、閉塞部材によって閉塞されていることを特徴とする請求項1から5のいずれか一項に記載の埋設物防護具。 The buried object protective device according to any one of claims 1 to 5, wherein the end portion of the outer shell member is closed by the closing member. 前記内殻部材外面が前記外殻部材内面から周方向全体で離隔するように前記内殻部材の端部が前記閉塞部材に支持されていることを特徴とする請求項6に記載の埋設物防護具。 The buried object protection according to claim 6, wherein the end portion of the inner shell member is supported by the closing member so that the outer surface of the inner shell member is separated from the inner surface of the outer shell member in the entire circumferential direction. Ingredients. 前記内殻部材は、略円形の横断面形状を有し、前記外殻部材は略矩形の横断面形状を有することを特徴とする請求項1から7のいずれか一項に記載の埋設物防護具。 The buried object protection according to any one of claims 1 to 7, wherein the inner shell member has a substantially circular cross-sectional shape, and the outer shell member has a substantially rectangular cross-sectional shape. Ingredients. 前記シート部材は、横断面視において、略U字状または略V字状に折り曲げられて前記内殻部材に収容されていることを特徴とする請求項1から8のいずれか一項に記載の埋設物防護具。 The method according to any one of claims 1 to 8, wherein the sheet member is bent into a substantially U-shape or a substantially V-shape and housed in the inner shell member in a cross-sectional view. Buried object protective equipment. 地下埋設物を道路カッターから防護するための埋設物防護具であって、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を包囲する防水性または低透水性の袋部材と、
前記シート部材を非拘束状態で内部に収容する筒部材と、を備え、
前記シート部材は、横断面視において、略U字状または略V字状に折り曲げられて前記内殻部材に収容されていることを特徴とする埋設物防護具。
A buried object protective device for protecting underground buried objects from road cutters.
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A waterproof or low water permeability bag member that surrounds the sheet member,
A tubular member that houses the seat member inside in an unrestrained state is provided.
A buried object protective device characterized in that the sheet member is bent into a substantially U-shape or a substantially V-shape and housed in the inner shell member in a cross-sectional view.
前記シート部材は、前記内殻部材の内部で周方向に転動しないように保持されていることを特徴とする請求項9または10に記載の埋設物防護具。 The buried object protective device according to claim 9 or 10, wherein the sheet member is held inside the inner shell member so as not to roll in the circumferential direction. 前記シート部材の折り曲げ姿勢の向きを外部に表示する表示部をさらに備えることを特徴とする請求項9から11のいずれか一項に記載の埋設物防護具。 The buried object protective device according to any one of claims 9 to 11, further comprising a display unit for displaying the direction of the bent posture of the sheet member to the outside. 地下埋設物を道路カッターから防護するための埋設物防護具であって、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を包囲する防水性または低透水性の袋部材と、
前記シート部材を非拘束状態で内部に収容する中空筒状の合成樹脂製の内殻部材と、
前記内殻部材を内部に収容する剛性且つ中空筒状の金属製の外殻部材と、を備え、
前記外殻部材は、前記内殻部材よりも薄肉であることを特徴とする埋設物防護具。
A buried object protective device for protecting underground buried objects from road cutters.
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A waterproof or low water permeability bag member that surrounds the sheet member,
A hollow cylindrical synthetic resin inner shell member that houses the sheet member in an unrestrained state, and
A rigid and hollow cylindrical metal outer shell member for accommodating the inner shell member is provided.
The outer shell member is a buried object protective device characterized in that the outer shell member is thinner than the inner shell member.
地下埋設物を道路カッターから防護するための埋設物防護具を設置した設置構造であって、
前記埋設物防護具は、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を非拘束状態で内部に収容する中空筒状の内殻部材と、
前記内殻部材を内部に収容する剛性且つ中空筒状の外殻部材と、を備え、
前記内殻部材の少なくとも地上側を向く外面上において、前記内殻部材外面と前記外殻部材内面との間に空隙が形成されていることを特徴とする設置構造。
It is an installation structure with buried object protective equipment to protect underground buried objects from road cutters.
The buried object protective equipment
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A hollow cylindrical inner shell member that houses the sheet member in an unrestrained state, and
A rigid and hollow cylindrical outer shell member for accommodating the inner shell member is provided.
An installation structure characterized in that a gap is formed between the outer surface of the inner shell member and the inner surface of the outer shell member on the outer surface of the inner shell member facing at least the ground side.
地下埋設物を道路カッターから防護するための埋設物防護具を設置した設置構造であって、
前記埋設物防護具は、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を非拘束状態で内部に収容する中空筒状の内殻部材と、
前記内殻部材を内部に収容する剛性且つ中空筒状の外殻部材と、を備え、
前記シート部材は、前記埋設物防護具の横断面視において、略U字状または略V字状に折り曲げられて前記内殻部材に収容され、前記シート部材の略U字形状または略V字形状の開放端が地上側を向くように配置されていることを特徴とする設置構造。
It is an installation structure with buried object protective equipment to protect underground buried objects from road cutters.
The buried object protective equipment
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A hollow cylindrical inner shell member that houses the sheet member in an unrestrained state, and
A rigid and hollow cylindrical outer shell member for accommodating the inner shell member is provided.
The sheet member is bent into a substantially U-shape or a substantially V-shape and housed in the inner shell member in a cross-sectional view of the buried object protective device, and the sheet member has a substantially U-shape or a substantially V-shape. The installation structure is characterized in that the open end of the is arranged so as to face the ground side.
地下埋設物を道路カッターから防護するための埋設物防護具を設置した設置構造であって、
前記埋設物防護具は、
前記道路カッターの回転刃と接触したときに前記回転刃に絡みつくように構成されたシート部材と、
前記シート部材を包囲する防水性または低透水性の袋部材と、
前記シート部材を非拘束状態で内部に収容する筒部材と、を備え、
前記シート部材は、前記埋設物防護具の横断面視において、略U字状または略V字状に折り曲げられて前記筒部材に収容され、前記シート部材の略U字形状または略V字形状の開放端が地上側を向くように配置されていることを特徴とする設置構造。
It is an installation structure with buried object protective equipment to protect underground buried objects from road cutters.
The buried object protective equipment
A sheet member configured to be entangled with the rotary blade when it comes into contact with the rotary blade of the road cutter.
A waterproof or low water permeability bag member that surrounds the sheet member,
A tubular member that houses the seat member inside in an unrestrained state is provided.
The sheet member is bent into a substantially U-shape or a substantially V-shape and housed in the tubular member in a cross-sectional view of the buried object protective device, and the seat member has a substantially U-shape or a substantially V-shape. An installation structure characterized in that the open ends are arranged so that they face the ground side.
JP2020075950A 2020-04-22 2020-04-22 Buried object protection equipment and installation structure Active JP7432433B2 (en)

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Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005171506A (en) 2003-12-08 2005-06-30 Soda Drain Kogyo Kk Method and device for preventing cutting of shallow buried material
JP2005282157A (en) 2004-03-30 2005-10-13 Kubota Corp Cutting protective device
JP5322010B2 (en) 2010-03-26 2013-10-23 株式会社ケーシーエル Underground protective equipment

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