JP4603093B2 - Removal lifter and removal lift method for manhole road surface removal - Google Patents

Removal lifter and removal lift method for manhole road surface removal Download PDF

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JP4603093B2
JP4603093B2 JP2010023122A JP2010023122A JP4603093B2 JP 4603093 B2 JP4603093 B2 JP 4603093B2 JP 2010023122 A JP2010023122 A JP 2010023122A JP 2010023122 A JP2010023122 A JP 2010023122A JP 4603093 B2 JP4603093 B2 JP 4603093B2
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manhole
removal
road surface
cut
rod
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JP2010144509A5 (en
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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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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/09Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges
    • E01C23/0906Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for forming, opening-out, cleaning, drying or heating cuts, grooves, recesses or, excluding forming, cracks, e.g. cleaning by sand-blasting or air-jet ; for trimming paving edges
    • E01C23/0926Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for forming, opening-out, cleaning, drying or heating cuts, grooves, recesses or, excluding forming, cracks, e.g. cleaning by sand-blasting or air-jet ; for trimming paving edges with power-driven tools, e.g. vibrated, percussive cutters
    • E01C23/0933Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for forming, opening-out, cleaning, drying or heating cuts, grooves, recesses or, excluding forming, cracks, e.g. cleaning by sand-blasting or air-jet ; for trimming paving edges with power-driven tools, e.g. vibrated, percussive cutters rotary, e.g. circular-saw joint cutters

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Road Repair (AREA)

Description

本発明は、マンホール蓋取替施工に用いられるマンホールの路面切断除去物の除去リフターならびに除去リフト工法に関する。 The present invention relates to a removal lifter and a removal lift method for removing a road surface cut and removed manhole used for manhole cover replacement construction.

一般に、マンホール蓋及びマンホール蓋枠を取替交換する場合とかアスファルトなどの舗装面を補修する際のマンホール蓋及びマンホール蓋枠を取替交換する場合には、マンホール蓋枠とその周辺の舗装面の一部を一体化した状態で、一つの塊として除去することが行われている。   Generally, when replacing and replacing manhole covers and manhole cover frames, or when replacing manhole covers and manhole cover frames when repairing pavement surfaces such as asphalt, the manhole cover frame and the surrounding pavement surface In a state where a part is integrated, it is removed as one lump.

円筒状カッターを用いる場合は、路面で切断面は円筒形であるため、これを取除くためには、垂直方向に持ち上げなければならず、多くの場合、アンカーボルトや止片を周辺に打ち込み、このボルトや止片を強力な杠上機械を用いて杠上していた(例えば、特許文献1参照。)。   When using a cylindrical cutter, the cut surface is cylindrical on the road surface, so to remove it, it must be lifted vertically, and in many cases, anchor bolts or stoppers are driven around These bolts and stoppers were lifted using a powerful lifting machine (see, for example, Patent Document 1).

これに対し、最近では円弧状ないし曲面状カッターを用いている場合には、杠上手段が上方の好みの方向で良く、円弧状ないしは曲面状カッターによってマンホール下部の下桝躯体近くまで切断処理されているので、単に円弧状(ドーナツ状)の塊体は道路との未切截箇所が少ないこともあって、多くの場合マンホール孔の一部と掛止させて引上げロープを利用し、持ち上げるようにしている(例えば、特許文献2参照。)。   On the other hand, recently, when an arcuate or curved cutter is used, the hoisting means may be in the upper preferred direction, and the arcuate or curved cutter is cut to near the lower housing of the manhole. Therefore, the arc-shaped (doughnut-shaped) lump may be lifted by using a pull-up rope by hanging on a part of the manhole hole in many cases because there are few uncut parts with the road. (For example, refer to Patent Document 2).

なお、前者の円筒状の切断部を有するマンホール蓋枠と路面との一体的は全体が円筒状であるのに対し、後者の平面円形で立体球面状の謂わばドーナツ状であるので、杠上力は前者が大型の引上げ装置が必要であるの対し、後者は小型の引上げ装置で済むという利点がある。
特開2000−144773号公報 特開2004−68596号公報
In addition, the former manhole cover frame having the cylindrical cut portion and the road surface are integrally formed in a cylindrical shape, whereas the latter is a so-called donut shape having a three-dimensional spherical shape. The advantage of the force is that the former requires a large pulling device, while the latter requires a small pulling device.
JP 2000-144773 A JP 2004-68596 A

ところで、上述した文献1,2によれば、文献1にあっては路面下での切断が全く行われていない場合、その儘杠上手段を用いることは荷重が異常に逓増し、大型の引き上げ機械でも杠上不能となり、マンホール蓋枠とその路面部分の除去物の水平方向の切断作業を要し、したがって除去作業に必要以上の労力を要し、作業性が著しく悪いという不都合があり、また文献2にあっては除去物が円形球面状の小型となるため重量は小さくなるが、路面での非切断箇所を有するので、この非切断部分を剥離するための杠上手段は矢張り荷重以外の可成りの大きな杠上力を必要とするという問題がある。   By the way, according to the literatures 1 and 2 described above, in the case where the cutting under the road surface is not performed at all in the literature 1, the use of the lifting means increases the load abnormally and increases the large size. The machine cannot be lifted, and the manhole cover frame and the removal of the road surface portion need to be cut in the horizontal direction. Therefore, the removal work requires more labor than necessary, and the workability is extremely poor. In Document 2, the weight of the removed object is small because it is a small round sphere, but it has a non-cutting portion on the road surface. There is a problem that it requires a considerable amount of uplifting force.

本発明は叙上の点に着目して成されたもので、文献2において、剥離するための路面下の非切断面箇所をマンホール蓋枠およびその周辺の路面で構成される円形球面状の除去物を容易に移動させて簡単に剥取させて、単に廃棄するための除去物を重量だけの荷重引上げ力で遊離除去させることができるようにしたマンホールの路面切断除去物の除去リフターならびに除去リフト工法を提供することを目的とする。 The present invention has been made paying attention to the above points, and in Reference 2, a non-cut surface portion under the road surface for peeling is removed as a circular spherical surface composed of a manhole cover frame and its surrounding road surface. Removal lifts and removal lifts for manholes that cut and remove manholes that allow objects to be easily moved and peeled off, allowing the removed objects to be simply discarded to be removed with a lifting force of weight. The purpose is to provide a method of construction .

また、この発明は、従来知られる舗装工法、オーバーレイ工法、切削オーバーレイ工法など、マンホール蓋枠を含む平面円形で立体球面状の切断面を有する環状に除去物および施工過程に生ずるマンホール蓋枠のない状態での平面円形で、立体球面状の切断面を有する他の環状の除去物の剥取、杠上操作を容易に簡単に行えるようにしたマンホールの路面切断除去物の除去リフターならびに除去リフト工法を提供することを目的とする。 In addition, the present invention does not have a manhole cover frame that is formed in an annular shape having a solid circular cut surface including a manhole cover frame, such as a pavement method, an overlay method, and a cutting overlay method that are conventionally known. The removal lifter and removal lift method for the removal of the manhole's road surface cutting and removal so that the removal of other annular removal objects having a solid spherical cut surface and the lifting operation can be performed easily and easily. The purpose is to provide.

本発明は、以下の構成を備えることにより上記課題を解決できる。   The present invention can solve the above problems by including the following configuration.

(1)円弧状ないし曲面状カッターを用いて、マンホールを中心として360度回転させてマンホールの周辺の路面を切断して、平面円形で立体球面状の切断面を有する環状の除去物を杠上し、取除くためのリフターであって、マンホール内部と掛止する補助掛片を、摺動する内外二重の垂直方向への耐荷重用のパイプと、このパイプの内側にマンホール内部の必要箇所を掛止する伸長爪を伸縮可変調節する水平方向へのシリンダー、ピストンロッドを内設して構成し、前記二重のパイプの上部に一対の引掛孔を設けて成ることを特徴とするマンホールの路面切断除去物の除去リフター。 (1) Using an arc-shaped or curved cutter, rotate 360 degrees around the manhole to cut the road surface around the manhole, and lift the ring-shaped removal object having a planar circular and three-dimensional spherical cutting surface The lifter is a lifter for removing the auxiliary hooking piece that engages with the inside of the manhole, the sliding inner / outer double vertical load-bearing pipe, and the inner part of the manhole inside the pipe. A manhole road surface comprising a horizontally extending cylinder and a piston rod for extending and retracting an extending claw to hang, and a pair of hooking holes provided in the upper part of the double pipe. Removal lifter for cutting removal.

(2)円弧状ないし曲面状カッターを用いて、マンホールの中心を中心として360度回転させてマンホール蓋枠の周辺の路面を、平面円形で立体球面状の切断面を有する環状の除去物に切断する工程、補助掛止片をマンホール内部に臨ませて、水平方向に伸縮するシリンダーとピストンロッドによる係止箇所への伸長爪との係止工程、前記シリンダーとピストンロッドを保護し、垂直方向への耐荷重力を備えた伸縮摺動自在の内外二重のパイプによる杠上手段による杠上工程とにより成ることを特徴とするマンホールの路面切断除去物の除去リフト工法。 (2) Using a circular or curved cutter, the road surface around the manhole cover frame is rotated 360 degrees around the center of the manhole, and the road surface around the manhole cover frame is cut into a ring-shaped removal object having a flat circular and solid spherical cutting surface. A process of making the auxiliary latching piece face the inside of the manhole, and a process of locking the cylinder and the piston rod in the vertical direction, protecting the cylinder and the piston rod, and a locking process of the cylinder extending and retracting in the horizontal direction to the locking part. A lifting method for removing and removing manholes from road surface cuts, characterized by comprising a lifting step by means of lifting by means of a double pipe that can be extended and slidably provided with a load bearing capacity.

本発明によれば、マンホール蓋枠の周辺を円弧状ないし曲面状カッターを用いて円形かつ円球状の切断処理を行った後、棒杆状本体を上部に載置し、溝孔に沿って掛止片を移動させて、この掛止片の先端を、マンホール蓋枠内の内側に直接または伸長爪を備えた補助掛止片を介して、掛止可能位置に掛止させて位置決めしてから、端部の杠上用の掛止部と路面との杆に手押しジャッキなどの杠上手段を介在させ、この杠上手段を操作させて棒杆状本体を水平な路面に対して傾斜させることにより、環状の除去物は未切断箇所がテコの原理で簡単に剥取されて可傾状態とすることができる。すなわち、棒杆状本体に対しては単に上方への引上げ力だけでなく、横方向への切断面での摺動作用を受けるので、力が分散して比較的杠上力の小さな作用力で接合面は剥離され一つの塊となるので、既にカッターにより切断された切断面と、未切断箇所とが繋がり、完全に一つの塊のドーナツ状の除去物として地面と分離される。したがって、この一つの塊をロープなどの吊下紐を用いて一つの除去物の重力に対応した持ち上げ力によって杠上して、全体として小さな引上げ力で除去できる。   According to the present invention, the periphery of the manhole cover frame is subjected to a circular and spherical cutting process using an arcuate or curved cutter, and then the rod-like main body is placed on the upper part and hung along the slot. After moving the stopper piece, position the tip of this hooking piece directly on the inside of the manhole cover frame or through the auxiliary hooking piece with the extension pawl at the hookable position. In addition, a lifting means such as a hand jack is interposed between the hooking portion for lifting the edge and the road surface, and the rod-like main body is inclined with respect to the horizontal road surface by operating the lifting means. Thus, the uncut portion of the annular removed product can be easily peeled off by the lever principle to be tilted. That is, not only the upward pulling force but also the sliding action on the cut surface in the lateral direction is applied to the rod-shaped main body, so that the force is dispersed and the acting force with a relatively small lifting force is applied. Since the joint surface is peeled to form one lump, the cut surface that has already been cut by the cutter and the uncut portion are connected to each other, and are completely separated from the ground as a donut-shaped removed product of one lump. Therefore, this one lump can be lifted by a lifting force corresponding to the gravity of one removed object using a hanging string such as a rope, and can be removed with a small pulling force as a whole.

しかも、塊状の除去物は切断された路面の円弧状凹状表面に沿って摺動させ乍ら引上げができるなど軽量小型の杠上機械で能率よく作業できる。   In addition, the lump-like removed object can be efficiently operated with a light and small lifting machine such that it can be lifted while sliding along the arcuate concave surface of the cut road surface.

さらに本発明によれば、舗装工法,オーバーレイ工法,切削オーバーレイ工法などにおける初期のマンホール蓋枠を含む平面円形で立体球面状の切断面を有する環状の除去物に対しては勿論のこと、中間工程のマンホール蓋枠のない同形の他の環状の除去物の廃棄に対しても同様に実施できる。   Furthermore, according to the present invention, not only for an annular removed object having a plane circular and three-dimensional spherical cut surface including an initial manhole cover frame in a paving method, an overlay method, a cutting overlay method, etc., an intermediate process This can be similarly applied to the disposal of other annular removal products of the same shape without the manhole cover frame.

(a)は未使用の状態の全体の側面図、(b)は(a)の平面図で、各図に示す2点鎖線図は使用状態を示す路面とマンホール蓋枠の外略を示す。(A) is a side view of the whole unused state, (b) is a plan view of (a), and the two-dot chain diagram shown in each figure shows the outline of the road surface and the manhole cover frame in the used state. (a)は補助掛止片の平面図、(b)はその側面図で、いずれも掛止片の掛止部の掛止関係を図示付加してある。(A) is a top view of an auxiliary | assistant latching piece, (b) is the side view, and all have illustrated and added the latching relationship of the latching part of a latching piece. 補助掛止片を用いない場合の他側を示す側面図Side view showing the other side when the auxiliary hooking piece is not used 杠上手段を働かせた場合の塊状の除去物が傾斜した状態を示す断面図であって、(a)は環体を用いて除去物を吊上げている状態を示す断面図、(b)はスリングベルトをくぐらせて牽引する状態を示す断面図It is sectional drawing which shows the state in which the lump removal thing at the time of making a lifting means work is inclined, Comprising: (a) is sectional drawing which shows the state which lifts the removal object using a ring, (b) is sling Sectional view showing the state of pulling through the belt 他の実施例を示す補助掛止片の一部断面側面図Partial sectional side view of auxiliary latching piece showing another embodiment 図5の平面図で、離開して吊りボルトの正面図を示す。FIG. 6 is a plan view of FIG. 図5のVII−VII線縦断面図VII-VII line longitudinal sectional view of FIG. 切削オーバーレイ工法に用いる場合の断面説明図を示し、(a)は養生板に中間材を介在させた場合、(b)は養生板を下桝躯体に直接設けた場合を示すThe cross-sectional explanatory drawing at the time of using for a cutting overlay method is shown, (a) shows the case where an intermediate material is interposed in a curing plate, (b) shows the case where a curing plate is provided directly on the lower casing. (a),(b)は図8に示す切削オーバーレイ工法の施工過程の断面説明図(A), (b) is sectional explanatory drawing of the construction process of the cutting overlay method shown in FIG. (a),(b)は図9に示す切削オーバーレイ工法の施工過程の断面説明図(A), (b) is sectional explanatory drawing of the construction process of the cutting overlay method shown in FIG.

1 棒杆状本体
2 溝孔
3 掛止片
4 伸長爪
5,5A 補助掛止片
5a 油圧パイプ
5b 油圧シリンダー
5c ガイド管杆
5d ピストンロッド
5e,5f 内外二重の大小パイプ
6 引掛孔
6a 枠部
7 掛止部
8 螺子部
9 ハンドル
10 止螺環
11 止板
12 掛止部
13 杠上手段
14 止環
15 滑車
16 軸
17 支持板
18 吊りボルト
18a 爪部
19 螺杆部
20 螺管体
21 吊輪部
22 下桝躯体
23 中間材
24a,24b 養生板(中当て体)
25 充填物
26 舗装路面
27 小孔
28 係止孔
B,B1 除去物
C 切断面
Cx 未切断箇所
H マンホール孔
K 掛止箇所
L 路面
M マンホール蓋枠
R ロープ
X 切削線
DESCRIPTION OF SYMBOLS 1 Bar-shaped main body 2 Groove hole 3 Latching piece 4 Elongation nail | claw 5,5A Auxiliary latching piece 5a Hydraulic pipe 5b Hydraulic cylinder 5c Guide pipe rod 5d Piston rod 5e, 5f Inner and outer double large and small pipes 6 Hooking hole 6a Frame part 7 Locking portion 8 Screw portion 9 Handle 10 Locking ring 11 Stopping plate 12 Locking portion 13 Lifting means 14 Locking ring 15 Pulley 16 Shaft 17 Support plate 18 Suspension bolt 18a Claw portion 19 Screwing portion 20 Screw body 21 Suspension ring Part 22 Lower casing 23 Intermediate material 24a, 24b Curing plate (medium pad)
25 Filled material 26 Pavement road surface 27 Small hole 28 Locking hole B, B1 Removed object C Cut surface Cx Uncut portion H Manhole hole K Latch point L Road surface M Manhole cover frame R Rope X Cutting line

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.

以下、本発明の実施例を図1ないし図4と共に説明する。   Embodiments of the present invention will be described below with reference to FIGS.

1は、所望金属材料で形成した棒杆状本体、2はこの棒杆状本体1の中心線に沿って縦方向に形成される溝孔、3はこの溝孔2に挿通されて縦方向に自由自在に移動可能の1以上の掛止片であって、図示では2個設けてある。   1 is a rod rod-shaped main body formed of a desired metal material, 2 is a groove hole formed in the vertical direction along the center line of the rod rod-shaped main body 1, and 3 is inserted in the groove hole 2 in the vertical direction. One or more latching pieces that are freely movable, and two are provided in the drawing.

そして、掛止片3はボルト構造を有し、その下端に、マンホール孔Hの内壁に装架させた相対向する左右一対の伸長爪4,4を備えた補助掛止片5の引掛孔6と、着脱自在に掛止できる掛止部7を備えており、マンホール孔Hの所望の掛止箇所Kと係合させた前記補助掛止片5と確実に掛止させることができる(図2(a),(b)参照)。なお、前記補助掛止片5は、例えば油圧ポンプよりの油圧パイプ5aにより、油圧シリンダー5bの働きで一対の伸長爪4,4をガイド管杆5cで案内され乍ら矢符方向に伸長させて、マンホール孔Hの内壁の掛止箇所Kと掛止固定させることができる。   The hooking piece 3 has a bolt structure, and a hooking hole 6 of the auxiliary hooking piece 5 having a pair of left and right extending claws 4 and 4 mounted on the inner wall of the manhole hole H at the lower end thereof. And a latching portion 7 that can be detachably latched, and can be securely latched with the auxiliary latching piece 5 engaged with a desired latching location K of the manhole hole H (FIG. 2). (See (a) and (b)). The auxiliary hooking piece 5 is extended by a pair of extending claws 4 and 4 guided by a guide pipe rod 5c by a hydraulic pipe 5a from a hydraulic pump, for example, by the action of a hydraulic cylinder 5b. It is possible to latch and fix the latching point K on the inner wall of the manhole hole H.

また、掛止片3はその下端の掛止部7を鈎状に形成して、前記掛止箇所Kと直接に掛止させることもできる(図3参照)。ついで上端には螺子部8を刻設し、ハンドル9を備えた止螺環10を螺合させてあり、かつ溝孔2と掛止できるワッシャーのような止板11を備える。さらに、図示しないが、前記掛止部7は、マンホール蓋枠の内面に設けられている取手状の止環部に掛止めさせて使用することもできる。   Moreover, the latching piece 3 can also be latched directly with the said latching location K by forming the latching part 7 of the lower end in hook shape (refer FIG. 3). Next, a screw portion 8 is engraved on the upper end, and a stop ring 10 having a handle 9 is screwed together, and a stop plate 11 such as a washer that can be hooked with the slot 2 is provided. Further, although not shown, the latching portion 7 can be used by being latched to a handle-like retaining ring portion provided on the inner surface of the manhole cover frame.

12は、棒杆状本体1の一端に突設した掛止部であり、路面Lの表面に載置される杠上手段13を介在させることができる。図示では小型の手こぎ式のジャッキを示しているが、足踏式のものなど、好みの構成のものを用いることができる。14は棒杆状本体1の両側に設けた吊下げロープの結束用の止環、15は棒杆状本体1を持ち運ぶための路面などで転動できる滑車、16はこの滑車15の軸、17は軸16に設けた支持板を示す。   Reference numeral 12 denotes a hooking portion projecting from one end of the rod rod-shaped main body 1 and can interpose a lifting means 13 placed on the surface of the road surface L. In the figure, a small hand-jack type jack is shown, but a foot-type jack or the like can be used. 14 is a retaining ring for bundling hanging ropes provided on both sides of the rod-like main body 1, 15 is a pulley that can roll on the road surface for carrying the rod-like main body 1, 16 is a shaft of this pulley 15, 17 Indicates a support plate provided on the shaft 16.

以下に作用を説明する。   The operation will be described below.

まず、マンホール蓋を支持するマンホール蓋枠Mおよびその周辺の路面Lに対し、円弧状ないしは曲面状カッターを用いて予めマンホールの中心を中心として360度回転させて、マンホール蓋枠Mおよびその周辺の路面を平面円形かつ立体的には凹または凸の曲面状の切断面Cを形成して置く。この切断面Cに対しマンホール孔Hの下桝躯体22との間には、僅かに未切断箇所Cxが存在する。この未切断箇所Cxは切断面Cの内周方向に沿って環状に形成される。このようなカッターによる切断処理を終えた時点で、マンホール孔Hの内壁の掛止箇所Kに補助掛止片5をその左右の伸長爪4,4を係入させて固定する。ついで、棒杆状本体1をマンホール蓋枠M上の略中央箇所に配置する。   First, the manhole cover frame M supporting the manhole cover M and the road surface L around the manhole cover frame M are rotated 360 degrees in advance around the center of the manhole using a circular or curved cutter, The road surface is formed by forming a cut surface C having a flat circular shape and a three-dimensionally concave or convex curved surface. Between the cut surface C and the lower casing 22 of the manhole hole H, there is a slight uncut portion Cx. The uncut portion Cx is formed in an annular shape along the inner circumferential direction of the cut surface C. When the cutting process by such a cutter is completed, the auxiliary hooking piece 5 is fixed to the hooking point K on the inner wall of the manhole hole H by engaging the left and right extending claws 4 and 4. Next, the rod-like main body 1 is disposed at a substantially central position on the manhole cover frame M.

そして、棒杆状本体1の2本の掛止片3,3の掛止部7,7を引掛孔6,6と確実に掛止させた後、掛止片3,3の上部に螺合させた止螺環10をハンドル9を用いて確固に掛止させる。   Then, after the latching portions 7 and 7 of the two latching pieces 3 and 3 of the rod-shaped main body 1 are securely latched with the latching holes 6 and 6, they are screwed into the upper portions of the latching pieces 3 and 3. Using the handle 9, the set screw ring 10 is securely hooked.

ついで、棒杆状本体1の端部に設けた掛止部12と路面Lとの間に手こぎ式のジャッキの杠上手段13を介装し、作業者による手作業でジャッキの高さを上昇させ、切断面Cで切断されているマンホール蓋枠Mおよびその周辺の路面より成る一つの腕曲状のドーナツ構造の塊状の除去物Bの未切断箇所Cxをジャッキの働きにより摺動切断してジャッキと反対側を支点として曲面状の切断面Cに沿って傾斜させ乍らジャッキ側の除去物Bを浮き上がらせた状態に杠上させることができる。   Next, a jacking-up jack lifting means 13 is interposed between the latching portion 12 provided at the end of the rod-like main body 1 and the road surface L, and the height of the jack is manually increased by an operator. The uncut portion Cx of the lump-shaped removal material B of one arm-curved donut structure composed of the manhole cover frame M and the surrounding road surface cut by the cutting plane C is slid and cut by the action of a jack. Thus, the removal object B on the jack side can be lifted up while being inclined along the curved cut surface C with the side opposite to the jack as a fulcrum.

この状態において、図4(a)のように、棒杆状本体1の止環14に同様にロープRを結束して、除去物Bの重量に応じた持ち上げ力によって機械的に杠上して外部に取除くことができる。   In this state, as shown in FIG. 4A, the rope R is similarly bound to the retaining ring 14 of the rod rod-shaped main body 1 and mechanically lifted by the lifting force corresponding to the weight of the removed object B. Can be removed externally.

また、図4(b)のように切断面Cの間隙Gを用いてスリングベルトVを挿通くぐらせて捲回して、載置させてある棒杆状本体1を取外してから、このベルトVを除去物Bの重量に応じた持ち上げ力によって外部に持ち上げて取除くことができる。   Further, as shown in FIG. 4B, the sling belt V is inserted and wound using the gap G of the cut surface C, the rod rod-shaped main body 1 placed thereon is removed, and then the belt V is attached. The removal object B can be lifted and removed by a lifting force corresponding to the weight of the removal object B.

図示しないが、未切断箇所Cxを切断した後は、一つの塊の除去物Bの杠上除去は、好みの作業で行うことができる。   Although not shown, after the uncut portion Cx is cut, removal of the lump removal product B on the soot can be performed by a favorite operation.

以上、本発明の一実施例を説明したが、なお、掛止片3は補助掛止片5を介在させないで、図3に示すように、その下端に鈎状の掛止部7をマンホール孔Hの掛止箇所Kに確実に係入させ、掛止片3の上部を固定させて、前記したと同様に杠上手段13によりドーナツ状の塊状の除去物Bを可傾させて未切断箇所Cxを剥取させることができる。さらに、最近のマンホール蓋枠の内壁に設けられる取手状の枠が設けられている場合には、この枠に掛止片3の掛止部7をフック状に形成して掛止めして固定させても実施できる。   Although one embodiment of the present invention has been described above, the hooking piece 3 is not provided with the auxiliary hooking piece 5, and a hook-like hooking portion 7 is provided at the lower end of the manhole hole as shown in FIG. Engage securely in the hooking point K of H, fix the upper part of the hooking piece 3, and tilt the doughnut-shaped lump removal material B by the lifting means 13 as described above to uncut part Cx can be stripped. Further, when a handle-like frame provided on the inner wall of a recent manhole cover frame is provided, a hooking portion 7 of the hooking piece 3 is formed in a hook shape on this frame and fixed by being hooked. Can also be implemented.

ところでマンホール蓋は、一般に、600mm,750mm,900mm等が代表的であるが、設置場所によってその径の大きさが種々異なり、したがって廃棄される除去物Bの重量も大小異なるので、重量の軽い小径の小型のマンホール用では掛止片3は一個で十分であるが、長径の大型のマンホール用には安全性を考慮すれば2個の掛止片3を用いた方が好ましい。   By the way, the manhole cover is typically 600 mm, 750 mm, 900 mm, etc., but the diameter varies depending on the installation location. Therefore, the weight of the removed material B to be discarded also varies depending on the size. For small manholes, one retaining piece 3 is sufficient, but for large manholes with a long diameter, it is preferable to use two retaining pieces 3 in consideration of safety.

なお、図3に示すように、補助掛止片5を用いないで直接2個の掛止片3を用いる場合には、図示していないが、両鈎部状の掛止部7,7間に間隔保持体を設けて、不用意に、作業中外れないようにすることができる。   In addition, as shown in FIG. 3, when using the two latching pieces 3 directly, without using the auxiliary latching piece 5, although not shown in figure, between both hook-shaped latching parts 7 and 7 is shown. An interval holding body can be provided to prevent accidental detachment during work.

さらに杠上手段13は、図示に示す手こぎ式や足踏式の構成のもの以外に油圧などによる遠隔制御をさせることもできる。   Further, the hoisting means 13 can also be remotely controlled by hydraulic pressure or the like in addition to those of the hand-held type or the foot type shown in the figure.

しかも小型の杠上手段13、即ち手こぎ式ジャッキなどは、棒杆状本体1上に載置させて、棒杆状本体1と一体にして滑車15を利用して自由に持ち運びできる。   Moreover, the small hoisting means 13, that is, a hand-jacketed jack, is placed on the rod-like main body 1 and can be freely carried using the pulley 15 integrally with the rod-like main body 1.

そして、この杠上手段13は、平坦な道路は勿論のこと、坂道などに設けられた道路の補修の際のマンホール補修にも同様に適用できる。   The lifting means 13 can be applied not only to flat roads but also to manhole repairs when repairing roads provided on slopes.

なお、本発明については、マンホール蓋の蓋枠にボルトを植設した場合を示していないが、この場合はマンホール孔側より任意のカッター装置により予めボルトを切断して置くことは勿論である。   Although the present invention does not show a case where a bolt is implanted in the lid frame of the manhole cover, in this case, it is a matter of course that the bolt is cut and placed in advance by an arbitrary cutter device from the manhole hole side.

つぎに、本発明のさらに他の実施例について図5ないし図7について説明する。   Next, still another embodiment of the present invention will be described with reference to FIGS.

この実施例は、前記実施例の補助掛止片5に変更を加えたものである。   This embodiment is a modification of the auxiliary hooking piece 5 of the above embodiment.

油圧ポンプなどで操作される油圧パイプ5aの油圧シリンダー5bとピストンロッド5dを、断面角状の互いに摺動する強靭な大小パイプ5e,5fで抱止させ、油圧シリンダー5b、ピストンロッド5dには専ら水平方向の伸長爪4,4の伸長と縮少のみを働かせ、マンホールの除去物Bを杠上させるための荷重は専ら角型の内外二重のパイプ5e,5fに負担させて、役割を分割させた構成を前記実施例と異ならせたことを特徴とするものである。   A hydraulic cylinder 5b and a piston rod 5d of a hydraulic pipe 5a operated by a hydraulic pump or the like are held by strong and small pipes 5e and 5f having a square cross section and sliding relative to each other, and the hydraulic cylinder 5b and the piston rod 5d are exclusively used. Only the extension and contraction of the horizontal extension claws 4 and 4 are used, and the load for lifting the manhole removal B is borne exclusively by the square inner and outer double pipes 5e and 5f, and the roles are divided. The configuration is different from the above-described embodiment.

その他、引掛孔6と係入係止する掛止部7を備えた掛止片3は、前記実施例と同一の構成であり、同一の棒杆状本体1を利用した杠上作用も全く同様に実施できる。なお、引掛孔6は角型の内外二重のパイプ5e,5f上に枠部6aを設けて形成してある。   In addition, the latching piece 3 provided with the latching portion 7 engaged with and latched with the latching hole 6 has the same configuration as that of the above-described embodiment, and the lifting operation using the same rod rod-shaped main body 1 is exactly the same. Can be implemented. The hooking hole 6 is formed by providing a frame portion 6a on square inner and outer double pipes 5e and 5f.

この実施例においては、一対の引掛孔6に対して、図6に示す吊りボルト18を用いることができる点が新たな変更を加えた構成である。   In this embodiment, the point that the suspension bolts 18 shown in FIG.

すなわち、吊りボルト18は、前記一対の引掛孔6に係入できる爪部18aを下端に有し、螺杆部19を備え、この螺杆部19と螺合する摘子を有する螺管体20を設け、頂部に引用上の吊輪部21を備えた構成である。   That is, the suspension bolt 18 has a claw portion 18 a that can be engaged with the pair of hook holes 6 at the lower end, a screw portion 19, and a screw body 20 having a knob that is screwed with the screw portion 19. In the configuration, the suspension ring portion 21 is provided at the top.

この吊りボルト18を除去物Bと係止させた補助掛止片5Aに直接係止させて、直接杠上させることができる場合は、棒杆状本体1の使用を省くことができる。   When the suspension bolt 18 can be directly locked to the auxiliary hooking piece 5A locked to the removed object B and directly lifted, the use of the rod-like main body 1 can be omitted.

要するに第2の実施例では水平方向に働くマンホール蓋内壁側の係止力は専ら構造強度の弱い油圧シリンダー5b、ピストンロッド5dに行わせ、杠上という重量の大きな除去物に対しては強固な角状パイプ5e,5fに行わせて力を分散させているので、無理なく円滑に除去物の撤去を行わせることができる。   In short, in the second embodiment, the locking force on the inner wall side of the manhole cover acting in the horizontal direction is exclusively applied to the hydraulic cylinder 5b and the piston rod 5d having a weak structural strength, and is strong against a large removed object such as a kite. Since the force is distributed by causing the square pipes 5e and 5f to disperse, the removal object can be removed smoothly without difficulty.

以上、本発明の実施例を説明したが、棒杆状本体1は、単に既設のマンホール蓋枠の周縁の路面を環状に切截して、一つの腕曲状のドーナツ構造の塊状の除去物Bを、掛止片3を用いて係止して打上させて撤去するだけに用いることの外、図8(a),(b)ないし図10(a),(b)に示すように、例えば、本発明者が提案した特許第3644949号の切削オーバーレイ工法における除去物Bの撤去後の円球状の切断面Cに下桝躯体22上に直接または他の中間材23を介して介装させた養生板(中当て体)24a,24bに埋設させた充填物25と、マンホール周辺の旧路面を切削線Xに沿って切削して、上部に舗装した新しい路面26とで構成される第2の除去物B1についても、円弧状ないし曲面状カッターを用いて、マンホールの中心を中心として第1回目の切断箇所と略一致させ、360度回転させてマンホール蓋枠用に予備的に埋設させた新しい路面を切断して形成できる。この場合、マンホールの中心位置は予めマーキング処理を施して置いて、新たな舗装路面26を切断するためのカッターの中心位置を簡単に知ることができる。   Although the embodiment of the present invention has been described above, the rod-like main body 1 is formed by simply cutting the road surface at the periphery of the existing manhole cover frame into an annular shape and removing the lump of a doughnut-shaped donut structure. As shown in FIG. 8 (a), (b) to FIG. 10 (a), (b), in addition to using B only for locking and launching by using the latch piece 3, and removing it. For example, the spherical cut surface C after removal of the removed object B in the cutting overlay method proposed by the present inventor in Japanese Patent No. 3644949 is interposed directly on the lower housing 22 or via another intermediate material 23. A second structure comprising a filling 25 embedded in the cured plates (medium pad) 24a, 24b, and a new road surface 26 which is cut along the cutting line X along the old road surface around the manhole and paved on the top. The removed object B1 is also manhole-shaped using a circular or curved cutter. Center substantially aligned with the cutting portion of the first time around the can be formed by cutting a new road that is preliminarily embedded in a rotated with the manhole cover frame 360 degrees. In this case, the center position of the manhole can be marked in advance and the center position of the cutter for cutting the new paved road surface 26 can be easily known.

そして、除去物B1の中心位置にコアボーリングマシンを臨ませてくりぬき、小孔27を形成し、養生板24に予め設けた係止孔28を露出させる(図9(a),(b)参照)。なお、図9(a)では、小孔27は中心の一箇所であるが、その左右2箇所の係止孔28に通ずる小孔を、同様にコアボーリングマシンでくり抜いて3箇所に設けることもできる(図示せず)。そして2箇所ないし3箇所の係止孔28を用いて掛止片3を介して、棒杆状本体1を利用して除去物B1を杠上除去できる。   Then, the core boring machine is made to face the central position of the removed object B1, and a small hole 27 is formed to expose a locking hole 28 provided in advance on the curing plate 24 (see FIGS. 9A and 9B). ). In FIG. 9 (a), the small hole 27 is at one central position, but the small holes communicating with the two locking holes 28 on the left and right sides may be similarly cut out with a core boring machine and provided at three positions. Yes (not shown). Then, the removal object B1 can be removed by using the rod-shaped main body 1 through the hooking piece 3 using the two or three locking holes 28.

この状態において、棒杆状本体1を、第2の除去物B1の中央に配置し、掛止片3を溝孔2の中央に臨ませ、掛止片3の下端に設けた掛止部7を、養生板24a,24bに係合させ、掛止片3の上端の螺子部8に螺合させた止螺環10を回転させ、掛止片3を棒杆状本体1に確固に固定させて、杠上手段13による可傾リフト処理や止環14を用いたロープによる持ち上げ手段で、前記したと同様に第2の除去物B1を除去することができる。   In this state, the rod rod-shaped main body 1 is arranged at the center of the second removed object B1, the hooking piece 3 faces the center of the slot 2, and the hooking portion 7 provided at the lower end of the hooking piece 3 is used. Is engaged with the curing plates 24a and 24b, and the retaining ring 10 that is engaged with the threaded portion 8 at the upper end of the retaining piece 3 is rotated to firmly fix the retaining piece 3 to the rod-shaped main body 1. Thus, the second removal object B1 can be removed in the same manner as described above by the tilting lift process by the lifting means 13 and the lifting means by the rope using the retaining ring 14.

さらにまた、本発明によれば、上記特許第3644949号に示される他の工法即ちオーバーレイ工法におけるオーバーレイ処理後の円弧状ないし曲面状カッターによるマンホール箇所の切截される環状のドーナツ型の切除物の除去並びに舗装工法における同型のドーナツ型の除去物の除去に対しても同様に実施施工できる。   Furthermore, according to the present invention, an annular donut-shaped cutout in which a manhole portion is cut by an arc-shaped or curved cutter after overlay processing in another method shown in Japanese Patent No. 3644949, that is, an overlay method, is provided. The same construction can be applied to the removal and removal of the same donut-shaped removed material in the paving method.

つぎに各実施例に示し、かつ図示された棒杆状本体1の一側に設けた掛止部12は、外方に突出させた構成であるが、外方ではなく内方に凹設した掛止部として、爪付のジャッキを用いて同様に除去物B,B1を可傾杠上させることができる。   Next, the latching portion 12 provided on one side of the rod rod-shaped main body 1 shown and illustrated in each embodiment is configured to protrude outward, but is recessed inward rather than outward. Similarly, the removal objects B and B1 can be tilted up using a jack with a claw as a hooking portion.

Claims (2)

円弧状ないし曲面状カッターを用いて、マンホールを中心として360度回転させてマンホールの周辺の路面を切断して、平面円形で立体球面状の切断面を有する環状の除去物を杠上し、取除くためのリフターであって、マンホール内部と掛止する補助掛片を、摺動する内外二重の垂直方向への耐荷重用のパイプと、このパイプの内側にマンホール内部の必要箇所を掛止する伸長爪を伸縮可変調節する水平方向へのシリンダー、ピストンロッドを内設して構成し、前記二重のパイプの上部に一対の引掛孔を設けて成ることを特徴とするマンホールの路面切断除去物の除去リフターUsing a circular or curved cutter, rotate 360 degrees around the manhole to cut the road surface around the manhole, and lift up an annular removal object having a planar circular and three-dimensional spherical cutting surface. This lifter is used to remove the auxiliary hanging piece that engages with the inside of the manhole, and slides the inner and outer double load-bearing pipes in the vertical direction, and hooks the necessary parts inside the manhole inside this pipe. A manhole road surface cut and removed product comprising a horizontally extending cylinder and a piston rod for extending and adjusting the extension pawl, and a pair of hook holes provided on the upper part of the double pipe. Removal lifter . 円弧状ないし曲面状カッターを用いて、マンホールの中心を中心として360度回転させてマンホール蓋枠の周辺の路面を、平面円形で立体球面状の切断面を有する環状の除去物に切断する工程、補助掛止片をマンホール内部に臨ませて、水平方向に伸縮するシリンダーとピストンロッドによる係止箇所への伸長爪との係止工程、前記シリンダーとピストンロッドを保護し、垂直方向への耐荷重力を備えた伸縮摺動自在の内外二重のパイプによる杠上手段による杠上工程とにより成ることを特徴とするマンホールの路面切断除去物の除去リフト工法。 Using a circular or curved cutter to rotate 360 degrees around the center of the manhole to cut the road surface around the manhole cover frame into an annular removal object having a planar circular solid spherical cutting surface; With the auxiliary latching piece facing the inside of the manhole , the process of locking the cylinder extending and retracting in the horizontal direction and the extension pawl to the locking point by the piston rod, protecting the cylinder and the piston rod, the load resistance in the vertical direction A lifting lift method for removing and removing manholes from a road surface, characterized by comprising: a lifting step by a lifting means by means of a telescopic slidable inner / outer double pipe.
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JP2005290808A (en) * 2004-03-31 2005-10-20 Shinichi Tsubakimori Removing apparatus for manhole lid receiving frame
JP2006104660A (en) * 2004-09-30 2006-04-20 Nakaken:Kk Auxiliary jack for hoisting cover frame body of manhole

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JP2004188989A (en) * 2004-01-08 2004-07-08 Shinko Kogyo Kk Method for cutting-off manhole neck

Patent Citations (2)

* Cited by examiner, † Cited by third party
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JP2005290808A (en) * 2004-03-31 2005-10-20 Shinichi Tsubakimori Removing apparatus for manhole lid receiving frame
JP2006104660A (en) * 2004-09-30 2006-04-20 Nakaken:Kk Auxiliary jack for hoisting cover frame body of manhole

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