JPH11241360A - Underground buried structure removing method, and cutting blade - Google Patents
Underground buried structure removing method, and cutting bladeInfo
- Publication number
- JPH11241360A JPH11241360A JP10056009A JP5600998A JPH11241360A JP H11241360 A JPH11241360 A JP H11241360A JP 10056009 A JP10056009 A JP 10056009A JP 5600998 A JP5600998 A JP 5600998A JP H11241360 A JPH11241360 A JP H11241360A
- Authority
- JP
- Japan
- Prior art keywords
- cutting blade
- underground buried
- cut
- cutting
- receiving frame
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【0001】[0001]
【発明が属する技術分野】本発明は、マンホール等の地
下埋設物の撤去方法とそれに使用する切断刃に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for removing underground objects such as manholes and a cutting blade used for the method.
【0002】[0002]
【従来の技術】道路に設置されたマンホールは長年の使
用により歪みが生じ材料強度が劣化して老朽化する。老
朽化したマンホールは、交換、補修が行われる。2. Description of the Related Art A manhole installed on a road is distorted due to long-term use, the material strength is deteriorated, and the manhole is aged. Aged manholes will be replaced and repaired.
【0003】マンホール修繕維持工法として、舗装版を
円形カッターを回転させて切断し、マンホールの撤去交
換を短時間で行う工法(特公昭63−55562号)が
ある。As a method for repairing and maintaining manholes, there is a method (Japanese Patent Publication No. Sho 63-55562) in which a pavement plate is cut by rotating a circular cutter to remove and replace the manhole in a short time.
【0004】[0004]
【発明が解決しようとする課題】舗装版の切断時の低騒
音化および迅速化、復旧した舗装版と旧舗装版の一体化
を高めることが要求されてきている。引き抜き機は、騒
音を発生しないが、舗装版を引き剥がすように撤去する
ため、切断面が断裂状で一様でなく、舗装版の復旧に手
間取り、復旧舗装版と旧舗装版との一体化が十分でなく
交通開放後に変形しやすいという問題があった。There is a need to reduce the noise and speed up the cutting of the pavement plate, and to increase the integration of the restored pavement plate with the old pavement plate. The drawing machine does not generate noise, but the paving slabs are removed so that they can be peeled off. However, there was a problem that it was not enough and was easily deformed after opening the traffic.
【0005】本発明の目的は、舗装版の切断を低騒音で
かつ迅速に行い、切断面が一様であり、復旧した舗装版
と旧舗装版が一体化され、交通開放後路面に変形が起こ
らないようにすることである。An object of the present invention is to cut a pavement plate quickly and with low noise, to provide a uniform cut surface, to integrate the restored pavement plate with the old pavement plate, and to deform the road surface after opening of traffic. Is to prevent it from happening.
【0006】[0006]
【課題を解決するための手段】舗装版の切断工程を低騒
音とするため切断刃を舗装版に圧入して切断することと
し、切断刃を内側に傾斜させることにより舗装版へ圧入
し易くした。また、切断面が傾斜面となるので復旧舗装
版と旧舗装版の一体性を高めることができる。さらに、
切断刃の圧入時に振動及び/または揺動を加えること
で、舗装版の切断を容易にした。切断刃を三角歯とした
り、歯を間隔をあけて設置することで舗装版に食い込み
易くした。In order to reduce the noise of the pavement plate cutting process, the cutting blade is pressed into the pavement plate for cutting, and the cutting blade is inclined inward so that the pavement plate can be easily pressed into the pavement plate. . Further, since the cut surface is an inclined surface, the integrity of the restored pavement plate and the old pavement plate can be enhanced. further,
By applying vibration and / or rocking during press-fitting of the cutting blade, cutting of the pavement plate was facilitated. By making the cutting blade a triangular tooth or installing the teeth at intervals, it is easy to cut into the pavement plate.
【0007】[0007]
【発明の実施の形態】図1は、本発明に使用する圧入装
置1と切断刃2の断面図である。FIG. 1 is a sectional view of a press-fitting device 1 and a cutting blade 2 used in the present invention.
【0008】切断刃2は、円形であり、圧入力を受ける
フランジ21が上部に設けてある。切断刃2は、傾斜し
ており、テーパーが付けられており、図2に示すよう
に、先端部は三角形の歯22が連続して設けてある。歯
の形状は、四角形、台形など適宜の形状とする。歯の部
分だけ超高合金製として切断刃を構成して、歯の摩耗を
軽減する。The cutting blade 2 has a circular shape, and a flange 21 for receiving a press input is provided at an upper portion. The cutting blade 2 is slanted and tapered. Triangular teeth 22 are continuously provided at the tip as shown in FIG. The shape of the teeth is an appropriate shape such as a square or a trapezoid. The cutting blade is made of a super-high alloy only for the teeth to reduce tooth wear.
【0009】圧入装置1はフレーム11と中央に設けら
れたセンターホールジャッキ3及び反力ロッド4からな
る。フレーム11は円形の基部12と上フレーム13を
連結する脚14から構成される。The press fitting device 1 comprises a frame 11, a center hole jack 3 provided at the center, and a reaction rod 4. The frame 11 is composed of a circular base 12 and legs 14 connecting the upper frame 13.
【0010】反力ロッド4は、先端に破断装置41が設
けてある。破断装置41は、十字型で先端が楔形状であ
り、横方向に伸縮して撤去すべき地下埋設物、例えばマ
ンホール蓋受枠の下側に食い込む。The reaction force rod 4 has a breaking device 41 at the tip. The breaking device 41 has a cross shape and a wedge-shaped tip, and expands and contracts in the lateral direction to bite into an underground object to be removed, for example, a manhole cover receiving frame.
【0011】または、反力ロッド4の先端に、地下埋設
物の内壁面に係合する係合具が設けてあり、切断刃2の
圧入時の反力を地下埋設物に取る。反力ロッド4は地下
埋設物の埋設深さに対応できるように伸縮自在とする
か、延長用のカップラー42を設ける。さらに詳しくマ
ンホール受枠を撤去する場合について図1に基づき説明
する。切断刃2を撤去すべきマンホールを包囲するよう
に設置し、圧入装置1を切断刃のフランジ21に載せ
る。反力ロッド4をマンホール内におろし、先端の破断
装置41を横方向に延ばし、先端を撤去すべき受枠51
の下側に食い込ませ、切断刃2の圧入時の反力をマンホ
ールに取る。[0011] Alternatively, an engaging tool is provided at the tip of the reaction force rod 4 for engaging with the inner wall surface of the underground object, and the reaction force when the cutting blade 2 is pressed into the underground object is taken. The reaction force rod 4 is made telescopic so as to correspond to the burial depth of the underground object, or provided with a coupler 42 for extension. The case where the manhole receiving frame is removed will be described in more detail with reference to FIG. The cutting blade 2 is installed so as to surround the manhole to be removed, and the press-fitting device 1 is placed on the flange 21 of the cutting blade. The reaction force rod 4 is lowered into the manhole, the tip breaking device 41 is extended in the lateral direction, and the receiving frame 51 from which the tip is to be removed.
And the reaction force when press-fitting the cutting blade 2 is taken into the manhole.
【0012】圧入装置1のセンターホールジャッキ3を
作動させ、反力ロッド4を上方向に引き上げると切断刃
2は舗装版Pに貫入していく。破断装置41が受枠51
に食い込んでいるので受枠51から反力が得られる。切
断刃2が内側に傾斜しており、内側の舗装版Pを上方に
押し上げるので貫入が容易である。When the center hole jack 3 of the press-fitting device 1 is operated and the reaction force rod 4 is pulled upward, the cutting blade 2 penetrates the pavement plate P. Breaking device 41 is receiving frame 51
Therefore, a reaction force is obtained from the receiving frame 51. Since the cutting blade 2 is inclined inward and pushes the inner paving slab P upward, penetration is easy.
【0013】さらに、圧入を続けると舗装版Pが、切断
され、傾斜した切断面が得られる。舗装版Pが切断され
ると、センターホールジャッキ3による引き上げ力は破
断装置41から受枠51に伝えられ、受枠51と切断し
た舗装版Pは一体で引き上げられ、撤去される。Further, if the press-fitting is continued, the pavement plate P is cut, and an inclined cut surface is obtained. When the paving slab P is cut, the lifting force of the center hole jack 3 is transmitted from the breaking device 41 to the receiving frame 51, and the receiving frame 51 and the cut pavement slab P are lifted and removed integrally.
【0014】既設の受枠51の撤去後、マンホール周縁
を清掃し、高さ調整材で新しい受枠の設置位置を調整す
る。高さの微調整は、急硬性樹脂コンクリートを充填す
る時に、調整材の上面に位置する樹脂コンクリートの厚
さでおこなう。After removing the existing receiving frame 51, the periphery of the manhole is cleaned, and the installation position of the new receiving frame is adjusted with a height adjusting material. Fine adjustment of the height is performed by the thickness of the resin concrete located on the upper surface of the adjusting material when filling the hard resin concrete.
【0015】このように、切断・撤去工程で舗装版Pが
撤去された跡に形成されるリング状空間を急硬性樹脂コ
ンクリートで舗装し、円弧転圧機で転圧する。As described above, the ring-shaped space formed at the trace where the pavement slab P has been removed in the cutting / removing step is paved with a rapidly hardening resin concrete, and is compacted by an arc rolling machine.
【0016】反力ロッド4の先端に係合部材を設けた場
合は、マンホール斜壁内面に係合部材を係合させて反力
を取り、切断刃を圧入して舗装版Pを切断する。切断
後、従来の撤去方法で受枠と切断した舗装版を撤去す
る。撤去手段として公知の油圧撤去機(実開昭62−1
00984号)を用い、先端の楔を受枠の下側に食い込
ませ、撤去作業を行う。When an engagement member is provided at the tip of the reaction force rod 4, the engagement member is engaged with the inner surface of the inclined wall of the manhole to take a reaction force, and the cutting blade is press-fitted to cut the pavement plate P. After the cutting, the receiving frame and the pavement slab cut by the conventional removing method are removed. Hydraulic removal machine known as a removal means (Japanese Utility Model Application Laid-Open No. 62-1)
No. 00984), the wedge at the tip is cut into the lower side of the receiving frame, and the removing operation is performed.
【0017】[0017]
【発明の効果】切断刃を圧入するので回転刃のような路
面を切断する騒音が発生せず、無騒音で、舗装版を切断
することができる。また、切断刃が内側に傾斜している
ので、切断された舗装版が押し上げられ、切断が容易に
おこなえる。さらに、圧入の反力を鉄蓋受枠の下面でと
ると、舗装版の切断と、切断舗装版と、鉄蓋受枠の撤去
を同時におこなうことができる。切断刃の形状を三角形
や、不連続の歯とすることで、切断刃が路面に食い込み
易くなり、作業を円滑に行うことができる。舗装版の切
断面が傾斜面となり、復旧舗装版が旧舗装版の斜面に載
るようにして構築されるので、新旧の舗装版の一体化さ
れる。According to the present invention, since the cutting blade is press-fitted, there is no noise such as a rotary blade for cutting the road surface, and the pavement plate can be cut without noise. In addition, since the cutting blade is inclined inward, the cut pavement plate is pushed up, and cutting can be easily performed. Furthermore, when the reaction force of the press-fitting is taken on the lower surface of the iron cover receiving frame, the cutting of the pavement plate, the cutting paved plate, and the removal of the iron cover receiving frame can be performed at the same time. By making the shape of the cutting blade a triangle or discontinuous teeth, the cutting blade can easily bite into the road surface, and the work can be performed smoothly. Since the cut surface of the paving slab becomes an inclined surface, and the restored paving slab is constructed so as to rest on the slope of the old paving slab, the new and old paving slabs are integrated.
【図1】本発明の切断工程を示す断面図。FIG. 1 is a sectional view showing a cutting step of the present invention.
【図2】圧入装置の正面図。FIG. 2 is a front view of the press-fitting device.
P…舗装版 1…圧入装置 11…フレーム 2…切断刃 21…フランジ 3…ジャッキ 4…反力ロッド 41…破断装置 42…カップラー 5…マンホール(地下埋設物) 51…受枠 P: Paving plate 1 ... Press-in device 11 ... Frame 2 ... Cutting blade 21 ... Flange 3 ... Jack 4 ... Reaction force rod 41 ... Breaking device 42 ... Coupler 5 ... Manhole (underground buried object) 51 ... Receiving frame
Claims (7)
ように設置し、この切断刃を舗装版に圧入して切断し、
地下埋設物と舗装版を一体に撤去する地下埋設物撤去方
法。1. An inclined cutting blade is installed so as to surround an underground buried object, and the cutting blade is pressed into a pavement plate and cut.
An underground buried object removal method that removes the underground buried object and the pavement plate together.
設物に取る地下埋設物撤去方法。2. The method according to claim 1, wherein a reaction force of the press-fitting is applied to the underground object.
切断時に振動及び/または揺動を同時に加える地下埋設
物撤去方法。3. The method for removing underground buried objects according to claim 1, wherein vibrations and / or oscillations are simultaneously applied at the time of press-fitting and cutting.
物撤去用切断刃。4. A cutting blade for removing an underground buried object having a cutting blade inclined inward.
る地下埋設物撤去用切断刃。5. The cutting blade according to claim 4, wherein the cutting blade has a circular shape.
形の歯が設けてある地下埋設物撤去用切断刃。6. The cutting blade according to claim 4, wherein said cutting blade has triangular teeth.
不連続に設けてある地下埋設物撤去用切断刃。7. The cutting blade for removing an underground buried object according to claim 4, wherein the teeth are provided discontinuously.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05600998A JP4097098B2 (en) | 1998-02-20 | 1998-02-20 | How to remove underground objects |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05600998A JP4097098B2 (en) | 1998-02-20 | 1998-02-20 | How to remove underground objects |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11241360A true JPH11241360A (en) | 1999-09-07 |
JP4097098B2 JP4097098B2 (en) | 2008-06-04 |
Family
ID=13015064
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP05600998A Expired - Fee Related JP4097098B2 (en) | 1998-02-20 | 1998-02-20 | How to remove underground objects |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4097098B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003050359A1 (en) * | 2001-12-10 | 2003-06-19 | Hanex Co., Ltd. | Method of repairing and manhole and paving therearound, and device used for the method |
JP2006104660A (en) * | 2004-09-30 | 2006-04-20 | Nakaken:Kk | Auxiliary jack for hoisting cover frame body of manhole |
CN109881570A (en) * | 2019-03-18 | 2019-06-14 | 泰安市市政工程建设中心 | Annular pitch excision pressure paving all-in-one machine |
RU2691800C2 (en) * | 2017-06-14 | 2019-06-18 | федеральное государственное бюджетное образовательное учреждение высшего образования "Самарский государственный технический университет" | Method for control of spatial position of foundation |
CN115075647A (en) * | 2022-06-24 | 2022-09-20 | 山西吉瑞科技发展有限公司 | Power transmission tower deviation rectifying device and deviation rectifying method thereof |
-
1998
- 1998-02-20 JP JP05600998A patent/JP4097098B2/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003050359A1 (en) * | 2001-12-10 | 2003-06-19 | Hanex Co., Ltd. | Method of repairing and manhole and paving therearound, and device used for the method |
JP2006104660A (en) * | 2004-09-30 | 2006-04-20 | Nakaken:Kk | Auxiliary jack for hoisting cover frame body of manhole |
RU2691800C2 (en) * | 2017-06-14 | 2019-06-18 | федеральное государственное бюджетное образовательное учреждение высшего образования "Самарский государственный технический университет" | Method for control of spatial position of foundation |
CN109881570A (en) * | 2019-03-18 | 2019-06-14 | 泰安市市政工程建设中心 | Annular pitch excision pressure paving all-in-one machine |
CN109881570B (en) * | 2019-03-18 | 2021-08-06 | 泰安市市政工程建设中心 | Annular asphalt cutting, pressing and paving integrated machine |
CN115075647A (en) * | 2022-06-24 | 2022-09-20 | 山西吉瑞科技发展有限公司 | Power transmission tower deviation rectifying device and deviation rectifying method thereof |
CN115075647B (en) * | 2022-06-24 | 2024-02-02 | 山西吉瑞科技发展有限公司 | Power transmission tower deviation correcting device and deviation correcting method thereof |
Also Published As
Publication number | Publication date |
---|---|
JP4097098B2 (en) | 2008-06-04 |
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