JP4819563B2 - Pipe cutting device and manhole cover and receiving frame replacement method using the device - Google Patents
Pipe cutting device and manhole cover and receiving frame replacement method using the device Download PDFInfo
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- JP4819563B2 JP4819563B2 JP2006122070A JP2006122070A JP4819563B2 JP 4819563 B2 JP4819563 B2 JP 4819563B2 JP 2006122070 A JP2006122070 A JP 2006122070A JP 2006122070 A JP2006122070 A JP 2006122070A JP 4819563 B2 JP4819563 B2 JP 4819563B2
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Description
本発明は、既設マンホール蓋・受枠の交換時におけるコンクリート管を内側から切断する管切断装置及び該装置を用いたマンホール蓋・受枠の交換工法に関する。 The present invention relates to a pipe cutting device for cutting a concrete pipe from the inside when exchanging existing manhole covers and receiving frames, and a manhole cover and receiving frame replacement method using the apparatus.
近年、車両の大型化、交通量の増大に伴い、各種マンホール蓋・受枠に関するトラブルが多く発生している。 In recent years, with the increase in the size of vehicles and the increase in traffic, many troubles related to various manhole covers and receiving frames have occurred.
旧型の鉄蓋及び鉄枠は嵌合面が平受け構造の為にがたつきや、ずれが生じやすく現在の交通事情には適さないために、蓋と受枠との密着性が良くガタが生じにくい現在の鉄蓋鉄枠への交換の必要性が高まってきている。同時に鉄蓋の径の大きさも、より小径に交換されていく方向にある。例えば、700mmの鉄蓋、鉄枠を600mmに交換するにはマンホール下部躯体から全体を交換せねばならず、斯かる工事には多大な労力、工事時間、工事費用が嵩む為、必要交換箇所が計画通りに進んでいないのが現状である。そこで、工事の迅速化と廉価を実現する為にマンホールの躯体の上方の一部を水平に切断し従来の径より小さい径に交換する為の受枠用アダプターを内径カッターによって切り取られた躯体に接合して小径の鉄枠をセットする工法が理想的である。 Old iron lids and steel frames are not suitable for the current traffic situation because the mating surface is flat receiving structure and is not suitable for the current traffic situation. Good adhesion between the lid and the receiving frame occurs. There is an increasing need to replace the current iron-clad iron frame, which is difficult. At the same time, the diameter of the iron cover is in the direction of being changed to a smaller diameter. For example, in order to replace the 700 mm iron lid and the iron frame with 600 mm, the entire manhole lower casing must be replaced, and such construction requires a lot of labor, construction time, and construction costs. The current situation is not progressing as planned. Therefore, in order to speed up construction and reduce the cost, a part of the upper part of the manhole housing is cut horizontally and the adapter for the receiving frame for exchanging with a diameter smaller than the conventional diameter is joined to the housing cut by the inner diameter cutter. The ideal method is to set a small-diameter steel frame.
従来、一般的には工事個所のマンホール周囲に円筒状に切り込みを設け、回りの残土を除去する作業をして後、露出したヒューム管の上部を作業員がカッターを手動で操作し輪切りにカットするという作業を行っていた。 Conventionally, generally, a cylindrical cut is made around the manhole at the construction site, and after removing the surrounding soil, the operator manually operates the cutter on the upper part of the exposed fume tube and cuts it into a ring. I was doing work to do.
また、先行技術として(1)水道マンホールのヒユーム管切断機として、「舗装路面に沿って転動可能な自在キャスタを有する支持枠と、支持枠に沿って位置が調整自在かつ任意の位置にロック可能であり、円形切れ目により前記ヒューム管の周囲に生ずる環状溝の垂直外周面に沿って転動可能な横向きキャスタと、支柱手段に垂直方向位置を調整自在かつ回転自在に支持してヒューム管を輪切りにするカッターを有する水平カッター手段と、このカッターの位置を調整する調整手段とを具え、横向きキャスタを垂直外周面に沿って転動するようセットし、カッターによる切断を行いつつ支持枠を路面上で回していくことによりヒューム管をきれいに輪切りにする。」という水道マンホールのヒューム管切断機という発明が開示されている(例えば、特許文献1参照。)。 In addition, as a prior art, (1) a water pipe cutting machine for water manholes, “a support frame having a free caster that can roll along a paved road surface, and a position that can be adjusted along the support frame and locked at an arbitrary position. A horizontal caster that can roll along a vertical outer peripheral surface of an annular groove formed around the fume pipe by a circular cut, and a vertical position that is adjustable and rotatable on a column means to support the fume pipe. A horizontal cutter means having a cutter for cutting a ring and an adjusting means for adjusting the position of the cutter are set. A horizontal caster is set to roll along a vertical outer peripheral surface, and the support frame is cut on the road surface while being cut by the cutter. The invention of the water pipe manhole fume pipe cutting machine is disclosed, "The fume pipe is turned into a beautiful ring by turning it up." In example, see Patent Document 1.).
また、(2)「3本の支持脚を放射上に突き出した対向一対に支持フレームの間にガイドフレームを回転自在に支持し、そのガイドフレームにガイド手段を介して切断機支持フレームを設け、上記ガイド手段をコンクリート管の半径方向に移動させて所要深さに切込みを行うと共に、その上記ガイド手段を管軸方向に移動させて管軸方向の切り目を形成し、さらに上記ガイドフレームを回転させて周方向の切り目を設け、上記の各切り目にバールの先端を差し込んでこじることにより、コンクリート内面を剥離するようにした。」というコンクリート管内面切断機の発明が開示されている(例えば、特許文献2参照。)。
しかしながら上述の従来例では、(1)の場合、円筒形の大掛かりな掘削装置を使用するため、マンホール周囲の路面を広範囲に開削することとなり、従って、この発明による水道管マンホールのヒューム管切断機も機械本体が大きくなり、工事範囲も必要以上に広くなり、工事期間が長く、費用が嵩み、作業性に問題が残る。また(2)の場合は、地中に埋設されたコンクリート管の内面の所要の範囲に切り込みを入れ、地盤沈下や地震対策としてコンクリート管の一部に可撓性を付与するための管内面の部分的削除のためのコンクリート管内面切断機であって、目的構成において、本発明の要旨とは相違している。 However, in the above-described conventional example, in the case of (1), since a large cylindrical excavating device is used, the road surface around the manhole is cut over a wide range. Therefore, the water pipe manhole fume pipe cutting machine according to the present invention. However, the machine body becomes larger, the construction range becomes wider than necessary, the construction period is long, the cost increases, and the workability remains a problem. In the case of (2), a cut is made in the required area of the inner surface of the concrete pipe buried in the ground, and the inner surface of the pipe is added to give flexibility to a part of the concrete pipe as a measure against ground subsidence or earthquake. A concrete pipe inner surface cutting machine for partial deletion, which is different from the gist of the present invention in a target configuration.
本発明は、上述の状況に鑑みて成されたもので、マンホール蓋・受枠交換時におけるコンクリート管などの管切断装置を用いて工事を行う際に、作業員の熟練度に左右されず管の切断精度を向上し、工事範囲を極小とし、作業時間を短縮し省力化して作業能率を向上させ得る低コストの管切断装置及び該装置を用いたマンホール蓋・受枠交換工法を提供することを目的とする。 The present invention has been made in view of the above situation, and when performing construction using a pipe cutting device such as a concrete pipe at the time of exchanging a manhole cover / receiving frame, it is not affected by the skill level of the worker. An object of the present invention is to provide a low-cost pipe cutting device capable of improving cutting accuracy, minimizing the construction range, shortening work time, saving labor, and improving work efficiency, and a manhole cover / frame receiving method using the device. And
本発明は、下記構成を備えることにより上記課題を解決できるものである。 This invention can solve the said subject by providing the following structure.
(1)コンクリート管を内面側から切断する管切断装置であって、コンクリート管の開口面及び内周面に沿って案内する案内手段を有し、該案内手段の先端基部に垂直下向き及び外側に向かって横向きにそれぞれ転動自在の車輪を配して前記コンクリート管の開口面及び内周面からなる端部を掴むように構成し、前記案内手段は前記コンクリート管の中心を通って開口面に架設載置可能であり、前記案内手段と協働してコンクリート管を切断可能とするカッター手段を備えると共に、前記案内手段は、主アームと連結アームとから成り、前記主アームの一側端部にコンクリート管の開口面及び内周面の二面を同時に当接押圧して転動自在の車輪を各支持ブロックを介して取り付けてなる第1の転動当接部を有し、前記主アームの伸延した他側にガイド用長穴を長手方向軸心に沿って設け、前記ガイド用長穴に係合して摺動位置決め自在の平面視Y字形状の連結アームの両側端部にコンクリート管の開口面及び内周面の二面を同時に当接押圧して転動自在の車輪を各支持ブロックを介して取り付けてなる第2、第3の転動当接部を有し、3点支持の状態で前記コンクリート管の開口面に沿って回動移動自在であって、直径の異なるコンクリート管に随時適合可能な構成としたことを特徴とする管切断装置。 (1) A pipe cutting device for cutting a concrete pipe from the inner surface side, having guide means for guiding along an opening surface and an inner peripheral surface of the concrete pipe, vertically downward and outward at the tip base portion of the guide means The wheel is configured to be able to roll in a lateral direction toward each other and grip the end portion formed of the opening surface and the inner peripheral surface of the concrete pipe, and the guide means passes through the center of the concrete pipe to the opening surface. are possible erection placed, Rutotomoni includes a cutter means for enabling cutting said guide means cooperating with the concrete pipe, said guide means comprises a main arm and connecting arm, one end of the main arm A first rolling contact portion formed by attaching a rollable wheel through each support block by simultaneously abutting and pressing the opening surface and the inner peripheral surface of the concrete pipe on the portion, The other side of the arm extension A long slot for guide is provided along the longitudinal axis, and the opening surface and inner circumference of the concrete pipe are provided at both ends of the Y-shaped connecting arm in a plan view that can be slidably positioned by engaging with the long guide hole. The concrete pipe has a second and a third rolling contact portion, each of which has a second and a third rolling contact portion formed by attaching and rolling a wheel that can freely roll by pressing and pressing the two surfaces simultaneously. A tube cutting device characterized in that it is configured to be able to rotate and move along the opening surface of the tube and to be adapted to concrete tubes having different diameters as needed .
(2)前記案内手段は、コンクリート管の開口面と内周面との二面を同時に当接押圧する対となる転動自在の車輪の複数組で構成されることを特徴とする前項(1)に記載の管切断装置。 (2) The preceding section (1), wherein the guide means is composed of a plurality of sets of rollable wheels that form a pair that simultaneously abuts and presses two surfaces of the opening surface and the inner peripheral surface of the concrete pipe. The tube cutting device according to claim 1).
(3)案内手段を構成しコンクリート管の開口面に当接押圧する車輪の車軸に直交して垂直な雄ねじ部を形成する突き当て桿に螺合する雌ねじ部を主アーム及び連結アームに上下位置決めガイド部を有するブラケットを介して固着し、前記突き当て桿の雄ねじ部先端部を車輪を懸装した支持ブロックの上面に当接して設け、前記雄ねじ部を螺合回動操作して上下位置決め可能な切断位置調節手段を形成し、主アーム及び連結アームを介してカッター手段を上下動し切断面の位置決め調節可能に構成したことを特徴とする前項(1)に記載の管切断装置。 ( 3 ) The upper and lower positions of the female threaded portion that engages with the abutment rod that forms the male threaded portion perpendicular to the axle of the wheel that constitutes the guide means and contacts and presses against the opening surface of the concrete pipe are vertically positioned on the main arm and the connecting arm. It is fixed via a bracket having a guide part, the tip of the male threaded part of the butting rod is provided in contact with the upper surface of the support block on which the wheel is suspended, and the male threaded part can be screwed and rotated to be vertically positioned. The tube cutting device according to the above item (1 ), wherein a cutting position adjusting means is formed and the cutter means is moved up and down via the main arm and the connecting arm so that the positioning of the cutting surface can be adjusted.
(4)前記カッター手段は、円板状回転刃及び該円板状回転刃を回転駆動する駆動手段と、該駆動手段の駆動を制御するON/OFFスイッチ付き把持部とを備え、前記主アームの一側端部にカッター刃を軸支する回転駆動用の駆動手段を切断・非切断切換え可能にスイングアームを介して取り付け、前記把持部を操作してコンクリート管の輪切り切断を可能としたことを特徴とする前項(1)に記載の管切断装置。 ( 4 ) The cutter means comprises a disk-shaped rotary blade, a drive means for rotationally driving the disk-shaped rotary blade, and a gripping portion with an ON / OFF switch for controlling the drive of the drive means, and the main arm A drive means for rotational drive that pivotally supports the cutter blade is attached to one side end of the blade through a swing arm so that it can be switched between cutting and non-cutting, and it is possible to cut the concrete pipe round by operating the gripping part. The tube cutting device according to item (1), characterized in that:
(5)前項(1)に記載の管切断装置を用いてマンホール立坑を形成するコンクリート管の切断操作を伴うマンホール蓋・受枠の交換工法であって、(1)工事対象となるマンホール蓋・受枠の周囲を環状に削除するに際し、平面視円形、断面円弧状にカットする路面用カッターを用いて切り込みを設ける工程、(2)マンホール蓋・受枠周囲の切り込み後の断面円弧状中空腕形残土及び既設のマンホール蓋・枠を除去する工程、(3)露出した立坑を形成するコンクリート管の上部に本発明に係る管切断装置をセットする工程、(4)切断寸法を路面を基準に深さ位置で計測し、切断位置を調節して設定する工程、(5)設定されたコンクリート管の切断位置にカッター刃を当接押圧して切り込み、所定深さ切り込みを入れた後、この切り込み深さを維持して案内手段の車輪と協働し所定の切断面に沿ってカッター刃を回動しつつ移動して輪切り切断を完了させる工程、(6)このコンクリート管の切断輪切り部分を撤去する工程、(7)コンクリート管の切断後の管開口面に接着材を塗布する工程、(8)次いで接着剤を塗布した面に所定の受枠用アダプターを載せる工程、(9)この所定の受枠用アダプターの上に所定の蓋用の受枠を載せて路面との平行を保つようにして所定の受枠用アダプターに取り付けられた締結部材で所定の蓋用の受枠を締結固定する工程、(10)所定の蓋用の受枠と所定の受枠用アダプターとの間の隙間を内側から塞ぐように内型枠を押し当てるように取り付けて内型枠固定具で固定し内側にはみ出さないようにモルタルを供給する工程、(11)所定のマンホール蓋用受枠の周囲の隙間空間に路面より所定寸法下がった位置まで早強性モルタルを充填する工程、(12)早強性モルタルが所定時間経過して硬化した後、内型枠固定具及び内型枠を取り除く工程、(13)所定の受枠に所定の蓋を嵌合してマンホールを閉じる工程、(14)次いで適宜選択した表層材を所定のマンホール蓋・受枠周囲に路面と蓋表面が面一となるように充填して、表面を仕上げ手段で仕上げて工事を完了する工程、という工程を含むことを特徴とする管切断装置を用いたマンホール蓋・受枠の交換工法。 ( 5 ) A manhole cover / receiving frame replacement method that involves cutting operation of a concrete pipe that forms a manhole shaft using the pipe cutting device described in (1) above, and (1) a manhole cover / receiving frame to be constructed upon the periphery of deleting annularly circular shape in plan view, the step of Ru provided a cut with a road cutter for cutting arc-shaped cross section, (2) an arc-shaped cross section hollow arm-shaped residual soil after incision around the manhole cover-receiving frame And the step of removing the existing manhole cover / frame, (3) the step of setting the pipe cutting device according to the present invention on the upper part of the concrete pipe forming the exposed shaft, and (4) the depth of the cutting dimension based on the road surface measured at a position, step of setting by adjusting the cutting position, (5) cut by contact pressing the cutter blade to set the cutting position of the concrete pipe, after incision predetermined depth, the switching Step to complete the round slices cut by moving while rotating the cutting blade by keeping write depth cooperates with the wheel of the guide means along a predetermined cutting plane, the cut slice portion (6) The concrete pipe a step of removal, (7) a step of step, the mounting a predetermined adapter receiving frame to the surface coated with the then adhesive (8) for applying an adhesive to the tube opening surface after cleavage of the concrete pipe, (9) the predetermined the step of fastening fixing a receiving frame for a given lid fastening member attached to the adapter for a given receiving frame so as to maintain the parallel with the road surface by placing a receiving frame for a predetermined lid on top of the adapter receiving frame, ( 10) Install the inner mold so as to press the inner mold so as to close the gap between the predetermined receiving frame for the lid and the predetermined receiving frame adapter from the inside, and fix it with the inner mold fixing tool so that it does not protrude inside. the step of supplying the mortar, (11 ) A step of filling early-strength mortar into a gap space around a predetermined manhole cover receiving frame to a position below a road surface by a predetermined dimension; (12) after the early-strength mortar is cured after a predetermined time , step excluding takes fixture and inner mold, (1 3) a predetermined closing Gilles step manhole fitted a predetermined lid receiving frame, (1 4) and then a predetermined manhole cover suitably selected surface layer material - receiving frame road surface and the lid surface around and filled so as to be flush, manhole cover with a tube cutting device which comprises a step step to complete the construction finished with raised means specification surface, that・ Replacement frame replacement method.
本発明によれば、マンホール蓋・受枠交換時におけるコンクリート管などの管切断装置を用いて工事を行う際に、作業員の熟練度に左右されず管の切断精度を向上し、工事範囲を極小とし、作業時間を短縮し省力化して作業能率を向上させ得る低コストの管切断装置及び該装置を用いたマンホール蓋・受枠交換工法を提供することが出来る。 According to the present invention, when performing construction using a pipe cutting device such as a concrete pipe at the time of exchanging the manhole cover and receiving frame, the pipe cutting accuracy is improved regardless of the skill level of the worker, and the construction range is minimized. Thus, it is possible to provide a low-cost pipe cutting device that can shorten the work time and save labor and improve the work efficiency, and a manhole cover / receiving frame replacement method using the device.
以下本発明に係る管切断装置及び該装置を用いたマンホール蓋・受枠の交換工法の実施の形態を図面を参照して説明する。 DESCRIPTION OF EMBODIMENTS Embodiments of a tube cutting device according to the present invention and a manhole cover / receiving frame replacement method using the device will be described below with reference to the drawings.
図1は、本発明に係る管切断装置の要部構成を示す説明図、(a)は平面図、(b)は側面図、(c)は切断位置調節手段の要部構成を示す側面図、図2は、全体の構成を示す斜視図、図3は、本発明に係る管切断装置を用いたマンホール蓋・受枠交換工法のフローチャートである。 FIG. 1 is an explanatory view showing a main part configuration of a pipe cutting device according to the present invention, (a) is a plan view, (b) is a side view, and (c) is a side view showing a main part configuration of a cutting position adjusting means. FIG. 2 is a perspective view showing the overall configuration, and FIG. 3 is a flowchart of a manhole cover / receiving frame replacement method using the tube cutting device according to the present invention.
本発明に係る管切断装置及び該装置を用いたマンホール蓋・受枠の交換工法の実施例について、図面を参照して以下に説明する。 Embodiments of a tube cutting apparatus according to the present invention and a manhole cover / receiving frame replacement method using the apparatus will be described below with reference to the drawings.
コンクリート管CPを内面側から切断する管切断装置であって、コンクリート管CPの開口面Uに沿って案内する案内手段Gを有し、案内手段Gの先端基部に垂直下向き及び外側に向かって横向きにそれぞれ転動自在の車輪2、2を配して前記コンクリート管CPの開口面U及び内周面Wiからなる端部を掴むように構成し、案内手段Gは前記コンクリート管CPの中心を通って開口面Uに架設載置可能であり、案内手段Gと協働してコンクリート管CPを切断可能とするカッター手段Cuを備えて成ることを特徴とする。 A pipe cutting device for cutting the concrete pipe CP from the inner surface side, having guide means G for guiding along the opening surface U of the concrete pipe CP, vertically downward at the tip base of the guide means G and laterally facing outward The wheels 2 and 2 that are freely rollable are arranged so as to grip the end portion of the opening surface U and the inner peripheral surface Wi of the concrete pipe CP, and the guide means G passes through the center of the concrete pipe CP. It is characterized by comprising cutter means Cu that can be installed on the opening surface U and that can cut the concrete pipe CP in cooperation with the guide means G.
案内手段Gは、コンクリート管CPの開口面Uと内周面Wiとの二面を同時に当接押圧する対となる車輪2、2の少なくとも3以上の複数組で構成されている。 The guide means G is composed of a plurality of sets of at least three or more of the wheels 2 and 2 that form a pair that simultaneously abuts and presses two surfaces of the opening surface U and the inner peripheral surface Wi of the concrete pipe CP.
また、案内手段Gは、主アーム1の一側端部にコンクリート管CPの開口面U及び内周面Wiの二面を同時に当接押圧して転動自在の車輪2を支持ブロック3及び車輪2を横向きに支持する支持ブロック30を介して取り付けてなる第1の転動当接部Z1を有し、主アーム1の伸延した他側にガイド用長穴4を長手方向軸心に沿って設け、ガイド用長穴4に係合して摺動位置決め自在の平面視Y字形状の連結アーム5の両側端部にコンクリート管CPの開口面U及び内周面Wiの二面を同時に当接押圧して転動自在の車輪2、2を支持ブロック3、30を介して取り付けてなる第2、第3の転動当接部Z2,Z3を有し、3点支持の状態で前記コンクリート管の開口面Uに沿って回動移動自在であって、直径の異なるコンクリート管CP1、CP2に随時適合可能な構成としてある。 Further, the guide means G includes a support block 3 and a wheel which are capable of rolling the wheel 2 by simultaneously abutting and pressing the opening surface U of the concrete pipe CP and the inner peripheral surface Wi on one side end of the main arm 1. 1 has a first rolling contact portion Z1 attached via a support block 30 that supports 2 laterally, and a guide slot 4 is provided on the other side of the main arm 1 along the longitudinal axis. Provided to engage the guide long hole 4 and contact the two surfaces of the opening U of the concrete pipe CP and the inner peripheral surface Wi simultaneously on both ends of the Y-shaped connecting arm 5 in a plan view. It has second and third rolling contact portions Z2 and Z3 formed by pressing and rolling wheels 2 and 2 attached via support blocks 3 and 30, and the concrete pipe is supported in three points. A concrete pipe CP1 having a different diameter, which is freely movable along the opening surface U of There as at any time adaptable configuration to P2.
案内手段Gを構成しコンクリート管CPの開口面Uに当接押圧する車輪2の車軸に直交して垂直な雄ねじ部6bを形成する突き当て桿6に螺合する雌ねじ部7を主アーム1及び連結アーム5に長穴8bとこれに係合する締結ボルト3aとからなる上下位置決めガイド部を有するブラケット8を介して固着し、前記突き当て桿6の雄ねじ部先端部を車輪2を懸装した支持ブロック3の上面に当接して設け、前記雄ねじ部6bをノブ6aを用いて螺合回動操作して上下位置決め可能な切断位置調節手段Tとし、主アーム1及び連結アーム5を介してカッター手段Cuを上下動し切断面の位置決め調節可能に構成してある。 A female threaded portion 7 that is screwed into an abutment rod 6 that forms a male threaded portion 6b perpendicular to the axle of the wheel 2 that constitutes the guiding means G and abuts against and presses against the opening surface U of the concrete pipe CP. The connecting arm 5 is fixed via a bracket 8 having a vertical positioning guide portion composed of a long hole 8b and a fastening bolt 3a engaged therewith, and a wheel 2 is suspended from the front end portion of the male screw portion of the abutment rod 6. A cutting position adjusting means T which is provided in contact with the upper surface of the support block 3 and can be positioned vertically by screwing and rotating the male threaded portion 6b using the knob 6a. The cutter is provided via the main arm 1 and the connecting arm 5. The means Cu is moved up and down so that the positioning of the cut surface can be adjusted.
切断位置調節手段Tは、図1(c)に示すように、雄ねじ部6bを刻設した突き当て桿6を、ブラケット8に溶接して固定した雌ねじ部7に螺合されている。そして、突き当て桿6で当接されているブラケット8を上下に高さ調節するためにノブ6aを左右いずれかの方向に回転させて雄ねじ部6bを上下に移動させることができる。この場合、ブラケット8の長穴8bに挿通させてある締結ボルト3aは緩めて置く必要がある。 As shown in FIG. 1 (c), the cutting position adjusting means T is screwed into a female screw portion 7 in which a butting bar 6 engraved with a male screw portion 6 b is fixed to a bracket 8 by welding. Then, in order to adjust the height of the bracket 8 abutted by the butting bar 6 up and down, the knob 6a can be rotated in either the left or right direction to move the male screw portion 6b up or down. In this case, it is necessary to loosen the fastening bolt 3a inserted through the long hole 8b of the bracket 8.
切断位置調節手段Tは、主アーム1及び連結アーム5のすべてにおいて、同一高さ調整をした後に、連結ボルト3aを締結して確固に固定することは勿論である。 Of course, the cutting position adjusting means T, after adjusting the same height in all of the main arm 1 and the connecting arm 5, is fastened firmly by fastening the connecting bolt 3a.
カッター手段Cuは、カッター刃(円板状回転刃)10及び該円板状回転刃10を回転駆動する駆動手段9と、該駆動手段9の駆動を制御するON/OFFスイッチ付き把持部11とを備え、前記主アーム1の一側端部にカッター刃10のスイングアーム12の支点12aを設けて回転軸として働かせ、カッター刃10の回転駆動用の駆動手段9を切断,非切断切換え可能に取り付け、前記把持部11を操作してコンクリート管CPの輪切り切断を可能としたことを特徴とする。 The cutter means Cu includes a cutter blade (disk-shaped rotary blade) 10, a drive means 9 that rotationally drives the disk-shaped rotary blade 10, and a grip portion 11 with an ON / OFF switch that controls the drive of the drive means 9. The fulcrum 12a of the swing arm 12 of the cutter blade 10 is provided at one end portion of the main arm 1 so as to function as a rotating shaft, and the drive means 9 for driving the cutter blade 10 can be switched between cutting and non-cutting. It is characterized in that the concrete pipe CP can be cut and cut by attaching and operating the grip portion 11.
なお、駆動手段9は回転トルクを考慮して減速機を介在させるものが好ましい。 In addition, it is preferable that the drive unit 9 includes a reduction gear in consideration of the rotational torque.
次に本発明に係る管切断装置を用いたマンホール蓋・受枠の交換工法についてフローチャートを用いて説明する。 Next, the manhole cover / receiving frame replacement method using the tube cutting device according to the present invention will be described with reference to a flowchart.
本発明の管切断装置を用いてマンホール立坑を形成するコンクリート管の切断操作を伴うマンホール蓋・受枠の交換工法であって、工事対象となるマンホール蓋・受枠の周囲を環状に削除するに際し、平面視円形、断面円弧状にカットする路面用カッターを用いて切り込みを設ける工程(S1)、マンホール蓋・受枠周囲の切り込み後の断面円弧状中空腕形残土及び既設のマンホール蓋・受枠を除去する工程(S2)、残土を除去した後の球面形状の切断面を清掃し、次いで露出した立坑を形成するコンクリート管の上部に本発明に係る管切断装置をセットする工程(S3)、切断寸法を路面を基準に深さ位置で計測し、切断位置を調節して設定する工程(S4)、設定されたコンクリート管の切断位置にカッター刃を当接押圧して切り込み、所定深さ切り込みを入れた後、この切り込み深さを維持して案内手段の車輪を利用し所定の切断面に沿ってカッター刃を回動しつつ移動して輪切り切断を完了させる工程(S5)(比較的大きなコンクリート管の場合で切断の途中にカッター刃が圧迫される時は適宜切れ目に楔を挟んでカッター刃が圧迫されるのを防ぐようにする)、このコンクリート管の切断輪切り部分を撤去する工程(S6)、コンクリート管の切断後の管開口面に接着材を塗布する工程(S7)、次に接着剤を塗布した面に所定の受枠用アダプターを載る工程(S8)、この所定の受枠用アダプターの上に所定の蓋用の受枠を載せて路面との平行を保つようにして所定の受枠用アダプターに取り付けられた締結部材で所定の蓋用の受枠を締結固定する工程(S9)、所定の蓋用の受枠と所定の受枠用アダプターとの間の隙間を内側から塞ぐように内型枠(例えば、ウレタン材などの発泡樹脂製材料)を押し当てるように取り付けて内型枠固定具で固定し内側にはみ出さないようにモルタルを供給する工程(S10)、所定のマンホール蓋用受枠の周囲の隙間空間に路面より所定寸法(例えば30mm)下がった位置まで早強性モルタルを充填する工程(S11)、早強性モルタルが所定時間経過して硬化した後、内型枠固定具及び内型枠を取り除く工程(S12)、所定の受枠に所定の蓋を嵌合してマンホールを閉じる工程(S13)、−次いで適宜選択した表層材を所定のマンホール蓋・受枠周囲に路面と蓋表面が面一となるように充填して、表面を鏝等の仕上げ手段で仕上げて工事を完了する工程(S14)、という工程を含む管切断装置を用いたマンホール蓋・受枠の交換工法。 A manhole cover / receiving frame replacement method that involves a cutting operation of a concrete pipe that forms a manhole shaft using the pipe cutting device of the present invention. viewing circle, step Ru provided a cut with a road cutter for cutting the arc-shaped cross section (S1), to remove the circular-arc cross section hollow arm-shaped surplus soil and existing manhole cover-receiving frame after the cuts around the manhole cover-receiving frame Step (S2), cleaning the spherical cut surface after removing the residual soil, and then setting the pipe cutting device according to the present invention on the top of the concrete pipe forming the exposed shaft (S3), cutting dimensions road measured at depth position relative to the step of setting by adjusting the cutting position (S4), cut by contact pressing the cutter blade to set the cutting position of the concrete pipe After incision predetermined depth, the notch to maintain the depth by using the wheel of the guide means moves while rotating the cutter blade along a predetermined cutting plane Ru to complete slice cutting step (S5 (In the case of a relatively large concrete pipe, when the cutter blade is pressed in the middle of cutting, a wedge is appropriately inserted to prevent the cutter blade from being pressed.) a step of removing the (S6), the step of applying an adhesive material to the tube opening surface after cutting of the concrete pipe (S7), then the surface coated with adhesive that mounting the adapter predetermined receiving frame step (S8), the step of fastening fixing a receiving frame for a given lid fastening member attached to the adapter for a given receiving frame so as to maintain the parallel with the road surface by placing a receiving frame for a given cover over the predetermined adapter receiving frame (S9), Attaching the inner mold (for example, foamed resin material such as urethane material) so that the gap between the fixed lid receiving frame and the predetermined receiving frame adapter is closed from the inside, and the inner mold fixing tool to in fixed steps of supplying a mortar so as not to protrude inward (S10), filled with a predetermined a predetermined size (e.g. 30 mm) from the road surface around the interstitial spaces manhole cover for receiving frame lowered early strength mortar to a position step (S11), after early strength mortar has hardened predetermined time has passed, except rather step (S12) takes inner mold fixture and inner mold, fitting a predetermined lid to a predetermined receiving frame combined and manhole closed Ru step (S13), - then suitably selected road surface and the lid surface of the surface layer material around a predetermined manhole cover-receiving frame is filled so as to be flush, construction finished surface finishing means鏝等To complete the process (S1 4), a manhole cover / receiving frame replacement method using a tube cutting device including the process of.
また、本発明の管切断装置には、駆動手段9及びカッター刃10をスイングアーム12を介して切断・非切断切り替えの際に省力化、合理化を考慮して、切り込み操作から非切り込み操作に移行するときに戻り易いようにコイルスプリング(図示略)を戻す方向に付勢して設けてあり、且つ所定位置で止まるように戻し過ぎを防ぐためのストッパー(図示略)が設けられている。 In the pipe cutting device of the present invention, the driving means 9 and the cutter blade 10 are shifted from the cutting operation to the non-cutting operation in consideration of labor saving and rationalization when switching between cutting and non-cutting via the swing arm 12. A coil spring (not shown) is urged in a returning direction so that it can be easily returned, and a stopper (not shown) is provided to prevent it from returning too much so as to stop at a predetermined position.
その他の符号について、14は電源コードであり、H1、H2は本発明の管切断装置の把手であり、この把手を持って移動することが出来る。 Regarding other codes , 14 is a power cord, and H1 and H2 are handles of the tube cutting device of the present invention, which can be moved with the handle.
なおまた、カッター刃10は、過熱を防止するための冷却用ノズルを備え、切断操作中においても、自由に冷却水を供給できるようにホース等の給水手段を具備している。 In addition, the cutter blade 10 includes a cooling nozzle for preventing overheating, and includes a water supply means such as a hose so that the cooling water can be freely supplied even during the cutting operation.
1 主アーム
2 車輪
3、30 支持ブロック
4 ガイド用長穴
5 連結アーム
6 突き当て桿
7 雌ねじ部(ナット)
8 ブラケット
9 駆動手段
10 カッター刃(円板状回転刃)
11 把持部
12 スイングアーム
13 電源コード
CP コンクリート管
Cu カッター手段
G 案内手段
T 位置調節手段
U 開口面
Wi 内周面
H1、H2 把手
Z1 第1の転動当接部
Z2 第2の転動当接部
Z3 第3の転動当接部
DESCRIPTION OF SYMBOLS 1 Main arm 2 Wheel 3, 30 Support block 4 Slot for guide 5 Connection arm 6 Butting rod 7 Female thread part (nut)
8 Bracket 9 Driving means 10 Cutter blade (disk-shaped rotary blade)
11 Grasping part 12 Swing arm 13 Power cord CP Concrete pipe Cu Cutter means G Guide means T Position adjusting means U Opening surface Wi Inner circumferential surface H1, H2 Handle Z1 First rolling contact portion Z2 Second rolling contact Part Z3 Third rolling contact part
Claims (5)
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| JP2006122070A JP4819563B2 (en) | 2006-04-26 | 2006-04-26 | Pipe cutting device and manhole cover and receiving frame replacement method using the device |
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| JP2007290280A JP2007290280A (en) | 2007-11-08 |
| JP4819563B2 true JP4819563B2 (en) | 2011-11-24 |
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| JP5859343B2 (en) * | 2012-03-01 | 2016-02-10 | セーブマシン株式会社 | Cutting machine |
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