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JP5266038B2 - Method for removing temporary road surface of manhole cover in paved road construction and expansion locking tool for removal - Google Patents
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JP5266038B2 - Method for removing temporary road surface of manhole cover in paved road construction and expansion locking tool for removal - Google Patents

Method for removing temporary road surface of manhole cover in paved road construction and expansion locking tool for removal Download PDF

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JP5266038B2
JP5266038B2 JP2008327516A JP2008327516A JP5266038B2 JP 5266038 B2 JP5266038 B2 JP 5266038B2 JP 2008327516 A JP2008327516 A JP 2008327516A JP 2008327516 A JP2008327516 A JP 2008327516A JP 5266038 B2 JP5266038 B2 JP 5266038B2
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利治 児玉
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セーブマシン株式会社
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of efficiently and safely removing a temporary road surface at a manhole cover using a small tool. <P>SOLUTION: The method of removing a temporary road surface at a manhole cover in a road pavement construction comprises a cutting step of forming a cut pavement plate by cylindrically cutting the outer periphery of a cover plate D or a curing plate D1 buried in a paved road surface, a formation step of forming a cylindrical center hole 14 at the center of the cut pavement plate G, and a step of separating the cut pavement plate G by fitting a locking claw 2 between itself and the cover plate or the curing plate at the bottom of the center hole 14 of the cut pavement plate G using the expanding/locking tool disposed in the center hole 14 formed in the formation step and towing, raising, and removing the cut pavement plate by fitting a rope therebetween using a locking ring provided to the expanding/locking tool. <P>COPYRIGHT: (C)2010,JPO&amp;INPIT

Description

本発明は、マンホールを有する新規舗装工事または舗装道路の補修工事にあって、各種の施工方法の内、舗装道路工事におけるマンホール蓋箇所仮設路面の撤去方法および撤去用拡開係止具に関する。   TECHNICAL FIELD The present invention relates to a new paving work having a manhole or a repairing work for a paved road, and relates to a method for removing a temporary road surface of a manhole cover in paved road work and an expansion locking tool for removal.

舗装道路の新規または補修工事には、一般に舗装工法,オーバーレイ工法または切削オーバーレイ工法が知られている(例えば、特許文献1参照)。   A paving method, an overlay method, or a cutting overlay method is generally known as a new or repair work for a paved road (see, for example, Patent Document 1).

そして、これ等の工法の内、舗装工法や切削オーバーレイ工法は、いずれも道路に設けられるマンホール蓋の高さ調整ないしは新規取替えなどのため、工法過程の最初ないし中間でマンホール蓋,マンホール枠を取外し、蓋板や養生板を介在させた盲状態に形成して路面全域の施工を施し、ついでマンホール蓋箇所の仮設路面を切截し、撤去除去し、蓋板や養生板を取除いてマンホール枠を架設してマンホール蓋周辺を路面の高さと一致させて完了させていた(例えば、特許文献2,3参照)。   Of these construction methods, the pavement method and the cutting overlay method are both removed from the manhole cover and manhole frame at the beginning or middle of the construction process in order to adjust the height of the manhole cover provided on the road or to replace it with a new one. Then, cover the entire road surface by forming a blind state with a cover plate and a curing plate, then cut and remove the temporary road surface of the manhole cover, remove the cover plate and the curing plate, and remove the manhole frame. The manhole cover and the periphery of the manhole cover are made to coincide with the height of the road surface (see, for example, Patent Documents 2 and 3).

上述の公知例の、仮設中のマンホール蓋箇所路面では、マンホール蓋の大きさより大きな面を一部切截して切断舗装板を形成し、工具を用いて手作業で分別細分化して除去したり、アンカーボルトを打設してロープを用いて切断舗装板の塊状物を杠上撤去したり、或いは、切断舗装板の中心に孔を穿ち、露出された蓋板に設けた係止孔にロープをくぐらせ或はフックを係入させ、蓋板と一緒に切断舗装板の塊状物を一体的に杠上させて撤去させていた(例えば、特許文献4参照)。
特許第3644949号公報 特許第2623491号公報 特許第2623492号公報 特開平11−172610号公報
In the above-mentioned known example, in the manhole cover location road surface that is temporarily installed, a part of the surface larger than the size of the manhole cover is partially cut to form a cut pavement plate, and it can be removed by manual subdivision using a tool. , Cast anchor bolts and use rope to remove lump of cut pavement board, or drill a hole in the center of the cut pavement board, and rope to the locking hole provided in the exposed cover plate Or a hook is engaged, and the lump of the cut pavement board is lifted together with the cover board and removed (see, for example, Patent Document 4).
Japanese Patent No. 3644949 Japanese Patent No. 2623491 Japanese Patent No. 2623492 Japanese Patent Laid-Open No. 11-172610

以上述べたように、従来の鉄カバーに相当する蓋板や養生板は、中心に円形,鍵型等の孔を開け、切断舗装板(仮舗装部)の撤去の際は、下部に置いた蓋板(鉄板)の中心の孔にひっかけ金具をはめて、蓋板(鉄カバー)などと切断塊を同時に撤去していた。しかし、現実に使用している蓋板などの鉄カバーは多くの種類があり、共通性が全く無い。中には中心の孔が開いていないタイプもあり、現在の引き上げ機では総ての蓋板への対応が出来ない。特に、切削オーバーレイ工事は道路舗装工事の際のマンホール鉄蓋設置の為の直し工事であり、大手の道路舗装会社が全体工事を請け負い、鉄蓋撤去の工程は他の数多くの中小の舗装会社が行うケースが多く、蓋板(鉄カバー)などの指定ができないという不都合がある。   As mentioned above, the lid plate and curing plate corresponding to the conventional iron cover have a circular, key-shaped hole in the center, and when the cut pavement plate (temporary pavement) is removed, it is placed at the bottom. A hook was attached to the hole in the center of the lid plate (iron plate), and the lid plate (iron cover) and the cut lump were removed at the same time. However, there are many types of iron covers such as lid plates that are actually used, and there is no commonality. Some types do not have a central hole, and the current lifting machine cannot handle all cover plates. In particular, the cutting overlay work is a repair work for the installation of manhole iron covers during road pavement work, a major road pavement company undertakes the entire work, and the iron cover removal process is performed by many other small and medium-sized pavement companies. There are many cases to perform, and there is an inconvenience that a cover plate (iron cover) cannot be specified.

さらにアンカーボルトの場合は、切断舗装板自体の荷重が大きい場合やアンカーボルトの緊着状態が不十分の場合など、ロープより外れたり危険性が高いという不都合もあり、作業現場の問題点が指摘されている。   Furthermore, in the case of anchor bolts, there are inconveniences such as disconnection from the rope or high risk, such as when the load on the cut pavement plate itself is large or when the anchor bolts are not firmly attached, and problems at the work site are pointed out Has been.

したがって、作業性が悪く、効率的な処理ができないという問題があった。   Therefore, there is a problem that workability is poor and efficient processing cannot be performed.

本発明は、叙上の点に着目して成されたもので、仮設されたマンホール蓋箇所の切断舗装板の中心部に円孔を形成し、この円孔内に拡開係止具を配設し、この拡開係止具を外方に拡開して切断舗装板の中心部の下面と、蓋板または養生板と分離,離開させ、かつ同時に前記拡開係止具の側板により中心孔の周縁部で支持させ、この拡開係止具をロープなど介して杠上させることにより、軽量にかつ安全に切断舗装板を杠上させて外部に撤去除去できるようにした舗装道路工事におけるマンホール蓋箇所仮設路面の撤去方法および小型軽量で作業員が簡単に携行可能な撤去用拡開係止具を提供するものである。   The present invention has been made paying attention to the above points. A circular hole is formed in the center of the cut pavement plate at the temporary manhole cover, and an expansion locking tool is disposed in the circular hole. The expansion locking device is expanded outward to separate and separate from the lower surface of the center portion of the cut pavement plate and the lid plate or the curing plate, and at the same time is centered by the side plate of the expansion locking device. In paved road construction, supported by the peripheral edge of the hole and lifted by means of a rope or the like, the lightening and paving board can be removed and removed to the outside in a lightweight and safe manner. An object of the present invention is to provide a method for removing a temporary road surface of a manhole cover and an expansion locking device for removal that is small and light and can be easily carried by an operator.

本発明は下記の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)マンホール基壁に仮りに配設される蓋板またはマンホール基の上方に間隔を介して設けられる養生板上に敷設されるオーバーレイまたは切削オーバーレイを切断する過程にあって、舗装路面で埋設された蓋板または養生板上の外周を筒状に切断して切断舗装板を形成する切断工程および前記切断舗装板の中心箇所に円筒の中心孔を形成する形成工程を経た後、前記形成工程で形成される中心孔内に配設される拡開係止具により切断舗装板の中心孔の底部で、蓋板または養生板の上面との間に係止爪を係入させて切断舗装板を分離,離開させると共に、拡開係止具に設けた係止環にロプを係入して切断舗装板を牽引杠上撤去できるようにして成ることを特徴とする舗装道路工事におけるマンホール蓋箇所仮設路面の撤去方法。 (1) In the process of cutting an overlay or cutting overlay laid on a mandrel base wall, a cover plate provided temporarily on the manhole base wall or a curing plate provided above the manhole base wall with a gap, After forming through a cutting step of forming a cut pavement plate by cutting the outer periphery on the embedded lid plate or curing plate into a cylindrical shape and forming a central hole of the cylinder at the central location of the cut pavement plate, the formation Cut pavement with a locking claw inserted between the lid plate or the upper surface of the curing plate at the bottom of the center hole of the cut pavement plate by the expansion locking tool arranged in the center hole formed in the process separating plate, dissipate dehiscence, the paved road construction, characterized in that formed by the cutting pavement plate b-loop in a retaining ring provided on the expansion locking device engaged oN to allow removal traction Yuzurihaue How to remove manhole cover part temporary road surface.

(2)マンホール基壁に仮りに配設される蓋板またはマンホール基の上方に間隔を介して設けられる養生板上に敷設されるオーバーレイまたは切削オーバーレイを切断する過程にあって、舗装路面で埋設された蓋板または養生板上の外周を筒状に切断して切断舗装板を形成する切断工程および前記切断舗装板の中心箇所に円筒の中心孔を形成する形成工程を経た後、前記形成工程で形成される中心孔内に配設される拡開係止具により切断舗装板の中心孔の周縁底部で、蓋板または養生板の上面との間に係止爪を係入させると同時に、前記係止爪を有する側壁体を周縁部と当接させるとにより切断舗装板を分離,離開させると共に、拡開係止具に設けた係止環にロプを係入して切断舗装板を牽引杠上撤去できるようにして成ることを特徴とする舗装道路工事におけるマンホール蓋箇所仮設路面の撤去方法。 (2) In the process of cutting an overlay or cutting overlay laid on a mandrel base wall, a cover plate provided temporarily on the manhole base wall, or a curing plate provided above the manhole base wall with a gap, After forming through a cutting step of forming a cut pavement plate by cutting the outer periphery on the embedded lid plate or curing plate into a cylindrical shape and forming a central hole of the cylinder at the central location of the cut pavement plate, the formation At the same time as engaging the locking claw between the upper surface of the lid plate or the curing plate at the peripheral bottom of the central hole of the cut pavement plate by the expansion locking tool disposed in the central hole formed in the process the locking claw separating cutting pavement plate by a this is brought into contact with the periphery of the side wall having a, dissipate dehiscence, cut b-loop in a retaining ring provided on the expansion locking device engaged entrance to Characterized by being able to remove the paving board on the towing rod Removing method of manhole cover places temporary road surface in the pavement road construction to be.

(3)前記(1)または(2)に記載のマンホール蓋箇所仮設路面の撤去方法で使用する拡開係止具であって、ピストン,シリンダーより成る伸縮機構を内蔵した左右一対の係止環を有する側壁体と、それぞれの側壁体下部に設けられる断面鋭角状で半円弧状の係止爪とより成り、前記伸縮機構には手動の油圧ジャッキを接続して一対の側壁体の左右方向への伸縮作動をできるようにして成ることを特徴とする撤去用拡開係止具。 (3) (1) or (2) in an expansion locking device for use in removing method of the manhole cover portions temporary road surface according piston, a pair of right and left with a built-in telescopic mechanism consisting of a cylinder retaining ring And a locking claw having an acute cross section and a semicircular arc shape provided at the lower part of each side wall body, and a manual hydraulic jack is connected to the expansion and contraction mechanism in the left-right direction of the pair of side wall bodies. An expansion locking tool for removal, characterized in that it can be expanded and contracted.

本発明によれば、切削オーバーレイ工法や舗装工法などマンホール蓋に代わって仮設される蓋板とか、マンホールに通ずる蓋壁の開口部を仮に遮蔽する蓋板や養生板などの道路全域に舗装処理された路面でマンホール蓋箇所仮設路面を、筒状の切断によって得られる切断舗装板を撤去するに際し、中心孔に挿入され蓋板や養生板上に配設される撤去用拡開係止具により、一対の半円弧状の側壁体の拡開操作によって蓋板や養生板と分離,離開させて切断舗装板を中心位置で杠上させて外部に撤去できるので、蓋板や養生板の形状の如何を問わず、すべての種類の蓋板や養生板に対応して拡開係止させて確固に杠上処理できるので作業性が良く、しかも拡開係止具は油圧ポンプによるハンドル操作で簡単に、しかも誰でも使用できるので、大型機械が不要で作業コストを頗る軽減できる。   According to the present invention, a cover plate temporarily installed in place of a manhole cover such as a cutting overlay method or a pavement method, or a cover plate or a curing plate that temporarily shields an opening of a cover wall leading to the manhole is paved over the entire road. When removing the cut pavement plate obtained by cutting the manhole cover part temporary road surface on the road surface, the expansion locking tool for removal inserted in the center hole and disposed on the cover plate and the curing plate, By separating and separating from the cover plate and the curing plate by the expansion operation of the pair of semicircular side walls, the cut pavement plate can be lifted at the center position and removed to the outside, so that the shape of the cover plate and the curing plate can be Regardless of the type of lid plate and curing plate, it can be expanded and locked to ensure that it can be processed securely, so it is easy to operate and the expansion locking tool can be easily operated by a handle with a hydraulic pump. And because anyone can use it,械 can extremely reduce the work cost is unnecessary.

さらに拡開係止具は、シリンダーピストンの伸縮機構による伸縮作動で中心孔内で、係止爪により蓋板または養生板と切断舗装板との間に侵入して、切断舗装板を中心孔周辺で確実に確保して杠上できるので、安全で迅速に撤去除去を行わせることができる。   Further, the expansion locking tool is inserted into the center hole by the expansion and contraction operation of the cylinder piston expansion mechanism, and is inserted between the lid plate or the curing plate and the cutting pavement plate by the locking claw, and the cutting pavement plate is placed around the center hole. Since it can be secured securely and can be lifted, removal and removal can be performed safely and quickly.

以下本発明を実施するための最良の形態を、実施例により詳しく説明する。   Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to examples.

まず始めに、本発明で用いられる撤去用拡開係止具の一実施例について、図1ないし図6について説明する。   First, an embodiment of the removal and expansion locking tool used in the present invention will be described with reference to FIGS.

図面について説明する。   The drawings will be described.

1,1は左右一対の側壁体、2,2は前記側壁体1,1の下部に設けた半円弧状の係止爪で、断面鋭角状αを備える。3,3は側壁体1,1に設けた係合可能の方形状の筐体で、開口部4,4を有し、両開口部4,4を介してピストン5,シリンダー6より成る伸縮機構7を収納させてある。8,8は前記一対の側壁体1,1の上部で一対の筐体3,3に突設したアーム板で、ロープの挿入や吊下げ用のフックなどを係止できる孔9,9が穿たれている。   Reference numerals 1 and 1 are a pair of left and right side wall bodies, and 2 and 2 are semi-arc shaped locking claws provided at the lower part of the side wall bodies 1 and 1, each having an acute cross section α. Numerals 3 and 3 are engageable rectangular housings provided on the side walls 1 and 1, which have opening portions 4 and 4, and an expansion / contraction mechanism comprising pistons 5 and cylinders 6 through both opening portions 4 and 4. 7 is stored. Reference numerals 8 and 8 denote arm plates protruding from the pair of casings 3 and 3 at the upper part of the pair of side wall bodies 1 and 1, respectively, and have holes 9 and 9 for locking hooks for inserting ropes or hanging. I'm leaning.

10は前記伸縮機構7と油圧ホース11と接続される手動操作ハンドル12を有する油圧ポンプを示す。   Reference numeral 10 denotes a hydraulic pump having a manual operation handle 12 connected to the telescopic mechanism 7 and the hydraulic hose 11.

13,13は、一対の側壁体1,1間に於いて、両側上下に配設した片側2個、両側で4個の引張スプリングであって、両側壁体1,1が左右に伸張した際、伸縮機構7の伸張方向への作用力を解放した時に、引張スプリング13,13の復元力によって、収縮させるように働かせるものである。   Reference numerals 13 and 13 denote two tension springs arranged on both sides of the pair of side wall bodies 1 and 1, and four tension springs on both sides. When the acting force in the extension direction of the expansion / contraction mechanism 7 is released, the extension mechanism 13 is caused to contract by the restoring force of the tension springs 13 and 13.

上述の撤去用拡開係止具Aを用いた本発明のマンホール蓋箇所仮設路面の撤去方法についての実施例を以下に説明する。   The Example about the removal method of the manhole cover location temporary road surface of this invention using the above-mentioned expansion locking tool A for removal is described below.

図7(a)は、マンホール箇所仮設路面は切削オーバーレイ工法の舗装工事の過程の内、マンホール蓋,蓋枠を取り外し、マンホールに通ずる基壁Bの開口部Cに仮設用の蓋板Dを遮蔽載置し、マンホール設置面まで舗装材を充填し、ついで路面全体を切削処理を施し、オーバーレイEを施工した後、蓋板Dを中心として平面円形のかつ断面弧状の切断線Fを有する切断舗装板Gが形成されている状態を示している。   FIG. 7 (a) shows that the manhole location temporary road surface is removed from the manhole cover and cover frame, and the temporary cover plate D is shielded from the opening C of the base wall B leading to the manhole in the process of paving work by the cutting overlay method. Place and fill the pavement material to the manhole installation surface, then cut the entire road surface, apply the overlay E, then cut the pavement with a flat circular arc cross section arc-shaped cutting line F around the lid plate D The state in which the board G is formed is shown.

図7(b)は、(a)の切削オーバーレイ工法において、基壁Bの開口部Cより上方に間隔を置いて養生板Dを設けて、マンホール設置面までの舗装材の充填を少量にして路面全体を切削処理を施し、オーバーレイEを施工した後、養生板Dを中心として平面円形かつ断面弧状の切断線Fを有する切断舗装板Gが形成されている状態を示している。 7 (b) is in the cutting overlay construction method (a), provided with a curing plate D 1 at a distance above the opening C of the base wall B, and the small amount of filling of the paving material to the manhole installation surface Te entire road subjected to cutting processing, after construction overlay E, it shows a state in which the cutting pavement plate G having a cutting line F of the plane circular and cross section an arcuate about the curing plate D 1 is formed.

図7(c)は、舗装工法、すなわち、未舗装の道路を最初に舗装する場合のマンホール箇所仮設路面のオーバーレイ施工例を示しており、基Bの開口部Cに仮設用の蓋板Dを遮蔽載置し、マンホール設置面まで舗装材を充填し、ついでオーバーレイEを施工した後、蓋板Dを中心として平面円形のかつ断面弧状の切断線Fを有する切断舗装板Gが形成されている状態を示している。 FIG. 7 (c), pavement construction method, i.e., shows an overlay construction example of the manhole portion temporary road surface when paving unpaved roads first cover plate D for temporary in the opening C of the group wall B , The pavement material is filled up to the manhole installation surface, and then the overlay E is constructed, and then a cut pavement plate G having a cutting line F with a circular plane and a cross-sectional arc shape is formed around the lid plate D. It shows the state.

そして、蓋板Dまたは養生板Dの位置に穿孔工具を用いて中心孔14が穿孔されている状態を示す斜面で示されている。 Then, it indicated by the slope indicating the state where the center hole 14 with a drilling tool at the position of the cover plate D or curing plate D 1 is perforated.

この中心孔14の大きさeは、前記撤去用拡開係止具Aが投入できる大きさeに設定しなければならない。
e>e
The size e of the central hole 14 must be set to a size e 1 that allows the removal expanding locking tool A to be inserted.
e> e 1

なお、中心孔14の穿孔工程と切断舗装板Gの切断線Fの工程との前後は、何等特定されるものではない。   In addition, before and after the drilling process of the center hole 14 and the process of the cutting line F of the cut pavement board G is not specified at all.

上述の図7(a)(b)(c)は、いずれも本発明に係る切断舗装板Gを形成する切断工程と、切断舗装板の中心孔14の形成工程を示しており、以下に切断舗装板の拡開係止具による杠上撤去できる除去工程を示す。   7 (a), (b) and (c) above show the cutting process for forming the cut pavement board G according to the present invention and the process for forming the center hole 14 of the cut pavement board. The removal process which can be removed on the ridge by the expansion locking tool of a pavement board is shown.

前記撤去用拡開係止具Aを切断舗装板Gの中心孔14内に挿入して蓋板Dまたは養生板D上に設置させる。 Said the removal for expanding fastener A is inserted into the central hole 14 of the cutting pavement plate G is placed on the cover plate D or curing plate D 1.

ついで作業者は、油圧ポンプ10の操作ハンドル12で上下動させることにより、油圧ポンプ10内の油は油圧ホース11より撤去用拡開係止具A内に供給され、筐体3,3内の伸縮機構7のピストン5をシリンダー6内に摺動させ、一対の側壁体1,1を外方に拡開させる。   Then, the operator moves the oil in the hydraulic pump 10 up and down with the operation handle 12 of the hydraulic pump 10 so that the oil in the hydraulic pump 10 is supplied from the hydraulic hose 11 into the removal expansion locking tool A. The piston 5 of the telescopic mechanism 7 is slid into the cylinder 6 and the pair of side wall bodies 1 and 1 are expanded outward.

この一対の側壁体1,1の下部には断面鋭角状の半円弧状の係止爪2,2が設けられているので、蓋板D上を中心孔14の切断舗装板Gの下面と係入し、蓋板Dと切断舗装板Gとを分離させ乍ら、確固に切断舗装板Gを支持できる状態とすることができる。   Since the latching claws 2 and 2 having a semicircular arc shape with an acute cross section are provided below the pair of side wall bodies 1 and 1, the lid plate D is connected to the lower surface of the cut pavement plate G of the center hole 14. The cover plate D and the cut pavement plate G are separated, and the cut pavement plate G can be firmly supported.

斯かる状態を確認した後、作業者は油圧ポンプ10の作動を停止して、撤去用拡開係止具Aによる切断舗装体との係合状態を維持させて、切断舗装体のアーム板8,8の孔9,9内にロープHをくぐらせたり、フックを係入して好みの牽引具を用いて切断舗装体を蓋板Dと分離して上方に杠上し、表面外方に取除くものである。 After confirming such a state, the operator stops the operation of the hydraulic pump 10, maintains the engaged state with the cut pavement G by the removal expanding locking tool A, and the arm of the cut pavement G The rope H is passed through the holes 9 and 9 of the plates 8 and 8, the hooks are engaged and the cut pavement G is separated from the lid plate D by using a favorite traction tool, and the surface is lifted upward. It is to be removed outward.

なお、図示では側壁体1,1に中心孔14の内周壁と当接する円弧状の側板を設けていないが、この側板を設ける時は、中心孔14の周壁を押止するので、挟持効果をより高めることができる(図示せず)。   In the drawing, the side wall bodies 1 and 1 are not provided with an arc-shaped side plate that comes into contact with the inner peripheral wall of the center hole 14, but when this side plate is provided, the peripheral wall of the center hole 14 is held down, so that a clamping effect is obtained. It can be further increased (not shown).

そして、切断舗装板Gを撤去後、油圧ポンプ10への油圧作用を作業者により解放することにより伸縮機構7は引張スプリング13,13の収縮力によりピストン5はシリンダー6内で帰動し、筐体3,3間隔も縮小し、現状に復帰して、係止爪2,2は中心孔14と係合を外して分離し取外すことができる。   Then, after removing the cut pavement board G, the operator releases the hydraulic action on the hydraulic pump 10 so that the expansion mechanism 7 is moved back in the cylinder 6 by the contraction force of the tension springs 13, 13, and the housing The distance between the bodies 3 and 3 is also reduced and the current state is restored, and the locking claws 2 and 2 can be separated from the center hole 14 and separated and removed.

なお、図示していないが、爾後、基壁B上の蓋板Dや養生板D1を取除き、基壁Bの上部に調整枠などを配設してマンホール枠を路面の高さと合わせて設置し、マンホール枠の外周の環状凹処に舗装材などを充填して、従来と同一の工法でマンホール蓋を敷設して完成させるものである。 Although not shown in the figure, after the dredging, the cover plate D and the curing plate D1 on the base wall B are removed, and an adjustment frame or the like is arranged on the upper part of the base wall B so that the manhole frame is installed in accordance with the height of the road surface. Then, a pavement material or the like is filled in an annular recess on the outer periphery of the manhole frame, and a manhole cover is laid by the same construction method as before.

本発明工法に用いられる撤去用係止具の一実施例を示す斜視図The perspective view which shows one Example of the locking tool for removal used for this invention construction method 図1の要部の一部切欠側面図1 is a partially cutaway side view of the main part of FIG. 図1の平面図Plan view of FIG. 図2の作動状態を示す一部切欠側面図Partially cutaway side view showing the operating state of FIG. 図4の平面図Plan view of FIG. 全体の分解状態を示す斜視図The perspective view which shows the whole decomposition | disassembly state (a),(b),(c) 本発明工法の切断舗装体の切断工程と中心孔の形成工程の3例を示す断面図(A), (b), (c) Sectional drawing which shows three examples of the cutting process of the cutting pavement of this invention construction method, and the formation process of a center hole (a),(b),(c) 切断舗装板を撤去除去する除去工程の過程図(A), (b), (c) Process diagram of removal process for removing and removing cut pavement board

符号の説明Explanation of symbols

1 側壁体
2 係止爪
3 筐体
4 開口部
5 ピストン
6 シリンダー
7 伸縮機構
8 アーム板
9 孔
10 油圧ポンプ
11 油圧ホース
12 操作ハンドル
13 引張スプリング
14 中心孔
α 断面鋭角状
A 撤去用拡開係止具
B 基壁
C 開口部
D 蓋板
養生板
E オーバーレイ
F 切断線
G 切断舗装板
H ロープ
DESCRIPTION OF SYMBOLS 1 Side wall body 2 Locking claw 3 Housing | casing 4 Opening part 5 Piston 6 Cylinder 7 Telescopic mechanism 8 Arm plate 9 Hole 10 Hydraulic pump 11 Hydraulic hose 12 Operation handle 13 Pulling spring 14 Center hole alpha Cross-section acute angle A Removal extension Stopper B Base wall C Opening D Cover plate D 1 Curing plate E Overlay F Cutting line G Cutting pavement plate H Rope

Claims (3)

マンホール基壁に仮りに配設される蓋板またはマンホール基の上方に間隔を介して設けられる養生板上に敷設されるオーバーレイまたは切削オーバーレイを切断する過程にあって、舗装路面で埋設された蓋板または養生板上の外周を筒状に切断して切断舗装板を形成する切断工程および前記切断舗装板の中心箇所に円筒の中心孔を形成する形成工程を経た後、前記形成工程で形成される中心孔内に配設される拡開係止具により切断舗装板の中心孔の底部で、蓋板または養生板の上面との間に係止爪を係入させて切断舗装板を分離,離開させると共に、拡開係止具に設けた係止環にロプを係入して切断舗装板を牽引杠上撤去できるようにして成ることを特徴とする舗装道路工事におけるマンホール蓋箇所仮設路面の撤去方法。 In the process of cutting an overlay or cutting overlay laid on a mandrel base wall, a cover plate provided temporarily on the manhole base wall, or a curing plate provided above the manhole base wall with a gap, embedded in the paved road surface Formed in the forming step after passing through a cutting step of forming a cut pavement plate by cutting the outer periphery on the lid plate or the curing plate into a cylindrical shape, and a forming step of forming a cylindrical center hole in the central location of the cut pavement plate The pavement plate is separated by inserting a locking claw between the lid plate or the upper surface of the curing plate at the bottom of the center hole of the cut pavement plate by the expansion locking tool arranged in the center hole. , dissipate dehiscence, manhole cover locations in pavement construction, characterized by comprising the expansion fastener to a retaining ring cutting pavement plate b-loop engaged input to the provided to allow removal traction Yuzurihaue How to remove the temporary road surface. マンホール基壁に仮りに配設される蓋板またはマンホール基の上方に間隔を介して設けられる養生板上に敷設されるオーバーレイまたは切削オーバーレイを切断する過程にあって、舗装路面で埋設された蓋板または養生板上の外周を筒状に切断して切断舗装板を形成する切断工程および前記切断舗装板の中心箇所に円筒の中心孔を形成する形成工程を経た後、前記形成工程で形成される中心孔内に配設される拡開係止具により切断舗装板の中心孔の周縁底部で、蓋板または養生板の上面との間に係止爪を係入させると同時に、前記係止爪を有する側壁体を周縁部と当接させるとにより切断舗装板を分離,離開させると共に、拡開係止具に設けた係止環にロプを係入して切断舗装板を牽引杠上撤去できるようにして成ることを特徴とする舗装道路工事におけるマンホール蓋箇所仮設路面の撤去方法。 In the process of cutting the overlay or cutting the overlay is laid on the cover plate or curing plate on which is provided through the gap above the manhole group walls disposed in a manhole base wall temporarily, embedded in pavement Formed in the forming step after passing through a cutting step of forming a cut pavement plate by cutting the outer periphery on the lid plate or the curing plate into a cylindrical shape, and a forming step of forming a cylindrical center hole in the central location of the cut pavement plate The engaging claw is engaged with the upper surface of the lid plate or the curing plate at the bottom of the peripheral edge of the central hole of the cut pavement plate by the expansion locking tool disposed in the central hole. separating the cutting pavement plate by a this is brought into contact with the periphery of the side wall having a pawl, dissipate dehiscence, the cutting pavement plate b-loop in a retaining ring provided on the expansion locking device engaged entrance to Characterized by being able to be removed on the towing rod Removing method of manhole cover places temporary road surface in instrumentation road construction. 請求項1または2に記載のマンホール蓋箇所仮設路面の撤去方法で使用する拡開係止具であって、ピストン,シリンダーより成る伸縮機構を内蔵した左右一対の係止環を有する側壁体と、それぞれの側壁体下部に設けられる断面鋭角状で半円弧状の係止爪とより成り、前記伸縮機構には手動の油圧ジャッキを接続して一対の側壁体の左右方向への伸縮作動をできるようにして成ることを特徴とする撤去用拡開係止具。 An expansion locking tool for use in the method for removing a manhole cover portion temporary road surface according to claim 1 or 2, wherein the side wall body has a pair of left and right locking rings incorporating a telescopic mechanism comprising a piston and a cylinder, It consists of a locking claw with an acute cross section and a semicircular arc shape provided at the lower part of each side wall body, and a manual hydraulic jack is connected to the expansion and contraction mechanism so that the pair of side wall bodies can be expanded and contracted in the left-right direction. An expansion locking device for removal characterized by comprising the following.
JP2008327516A 2008-12-24 2008-12-24 Method for removing temporary road surface of manhole cover in paved road construction and expansion locking tool for removal Active JP5266038B2 (en)

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