JPS5940398Y2 - Underground object lifting device - Google Patents

Underground object lifting device

Info

Publication number
JPS5940398Y2
JPS5940398Y2 JP1980063865U JP6386580U JPS5940398Y2 JP S5940398 Y2 JPS5940398 Y2 JP S5940398Y2 JP 1980063865 U JP1980063865 U JP 1980063865U JP 6386580 U JP6386580 U JP 6386580U JP S5940398 Y2 JPS5940398 Y2 JP S5940398Y2
Authority
JP
Japan
Prior art keywords
fluid pressure
underground
lifting
handhole
lifting device
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.)
Expired
Application number
JP1980063865U
Other languages
Japanese (ja)
Other versions
JPS56165789U (en
Inventor
要治 奥
由春 大石
稔 原島
利男 赤井
宏幸 香取
Original Assignee
日本電信電話株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 日本電信電話株式会社 filed Critical 日本電信電話株式会社
Priority to JP1980063865U priority Critical patent/JPS5940398Y2/en
Publication of JPS56165789U publication Critical patent/JPS56165789U/ja
Application granted granted Critical
Publication of JPS5940398Y2 publication Critical patent/JPS5940398Y2/en
Expired legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Description

【考案の詳細な説明】 本考案は、地中に埋設されたハンドホール構体等の地中
埋設物を地中から引き上げ撤去する作業に用いる引上げ
装置に関するものである。
[Detailed Description of the Invention] The present invention relates to a lifting device used to lift up and remove underground objects such as hand hole structures buried underground.

近時都市内電話回線網の増設、改修に伴い、道路表面に
点検あるいは作業用人口蓋体を有し、本体は地中に埋設
されているハンドホール構体等を撤去する作業が増加し
ている。
In recent years, with the expansion and renovation of telephone lines in cities, there has been an increase in the work to remove handhole structures, etc., which have artificial lids on road surfaces for inspection or work, and whose main bodies are buried underground.

従来ハンドホール構体等の撤去は路上上り土留杭を打ち
、山留を行った後ハンドホール構体等をブレーカ等で細
かく砕き、破壊してからその破片を撤去する方法を用い
ていた。
Conventionally, handhole structures and the like have been removed using a method of driving earth retaining piles up the road, piling them down, and then breaking the handhole structures into small pieces with a breaker or the like, destroying them, and then removing the fragments.

このような方法によると杭打ち、ブレーカ作業に騒音、
振動あるいは塵埃を発生するので、環境公害が問題とな
り、夜間工事が敬遠され、また工事時間も長く、さらに
ハンドホール構体の再利用も出来ない等の問題があった
This method creates noise and noise during pile driving and breaker work.
Since vibrations and dust are generated, environmental pollution becomes a problem, nighttime construction is avoided, construction time is long, and the hand hole structure cannot be reused.

本考案はこれらの問題点を除去し、騒音及び振動を発生
することなくハンドホール構体等の地中埋設物を引上げ
撤去するための装置を提供するものである。
The present invention eliminates these problems and provides a device for lifting and removing underground objects such as handhole structures without generating noise or vibration.

以下図面について詳細に説明する。The drawings will be explained in detail below.

第1図は本考案の装置の一実施例を示すもので、ハンド
ホール構体を引き上げる場合を示したものである。
FIG. 1 shows an embodiment of the device of the present invention, in which a hand hole structure is pulled up.

撤去しようとするハンドホール構体1は第2図にハンド
ホール構体の長辺部分を切断した断面用で示した様に、
通常コンクリート製で底部を有する直方体形の箱状をな
し、構体の短辺両側壁部には、電話線等を挿通する地中
埋設管路を接続するための円孔が設けられている。
The hand hole structure 1 to be removed is as shown in Fig. 2, which is a cross-section of the long side of the hand hole structure.
It is usually made of concrete and has the shape of a rectangular parallelepiped box with a bottom, and circular holes are provided on both short sides of the structure to connect underground conduits through which telephone lines and the like are inserted.

図では省略したが構体上面は金属製の蓋体で密封され、
この蓋体の上表面は地表面と略一致させ、通行に支障を
来さない構造となっている。
Although not shown in the figure, the top surface of the structure is sealed with a metal lid.
The upper surface of this lid body is made to be approximately flush with the ground surface, so that it does not pose a hindrance to traffic.

図において、流体圧力を発生する流体圧力発生装置3で
発生した流体圧力は耐圧力管4により、流体圧力を調整
する流体圧力調整装置5に導かれ、該流体圧力調整装置
5から耐圧力管4によって複数の流体圧力ジヤツキ6に
導かれそれぞれの流体圧力ジヤツキ6を地表面の上方垂
直方向に均等に駆動する。
In the figure, fluid pressure generated by a fluid pressure generating device 3 that generates fluid pressure is guided through a pressure resistant pipe 4 to a fluid pressure regulating device 5 that adjusts the fluid pressure, and from the fluid pressure regulating device 5 to a pressure resistant pipe 4. is guided to a plurality of fluid pressure jacks 6, and drives each fluid pressure jack 6 evenly in a vertical direction above the ground surface.

上記複数の流体圧力ジヤツキ6は引き上げ撤去しようと
するハンドホール構体1の四隅近傍に据置する。
The plurality of fluid pressure jacks 6 are placed near the four corners of the handhole structure 1 to be lifted up and removed.

吊り枠7は、長方形ハンドホール構体の引き上げに用い
る場合は長方形にする等、引き上げる地中埋設物の形状
に合わせて構成する。
The hanging frame 7 is configured to match the shape of the underground object to be lifted, such as a rectangular shape when used for lifting a rectangular handhole structure.

該吊り枠7は断面が■形、あるいはコ字形等の金属で構
威し、長方形の場合、四隅には下方に向けて流体圧力ジ
ヤツキ6の頂部が容易に挿通し得る程度の寸法の金属パ
イプ8を溶接する。
The hanging frame 7 is made of metal and has a square or U-shaped cross section, and if it is rectangular, there are metal pipes at the four corners with dimensions that allow the top of the fluid pressure jack 6 to be easily inserted downward. Weld 8.

該金属パイプ8を前記流体圧力ジヤツキ6のそれぞれの
頂部に挿通することによって、前記流体圧力ジヤツキ6
が流体圧力により上方に伸ばされるのに追随して、吊り
枠7は左右にずれることなく、地表面垂直方向に押し上
げられる。
By inserting the metal pipe 8 into the top of each of the fluid pressure jacks 6, the fluid pressure jacks 6
As the hanging frame 7 is extended upward by the fluid pressure, the hanging frame 7 is pushed up in a direction perpendicular to the ground surface without shifting from side to side.

次に本考案に係る地中埋設物引上げ装置を用いてハンド
ホール構体を撤去する手順を述べる。
Next, the procedure for removing the handhole structure using the underground object lifting device according to the present invention will be described.

ハンドホール構体1の長辺両側壁面に適宜方法で支持金
物2を挿通し得る大きさの孔Hをあける3両側壁面に設
けた該孔H間に十分連通し得る長さの支持金物2をさし
わたす。
3. Drill a hole H on both sides of the long side of the hand hole structure 1 using an appropriate method to make a hole H large enough to allow the support metal fitting 2 to be inserted therethrough.3. Wrinkle.

ハンドホール構体1の短辺両側壁面には前述の様に地中
管路連結用の孔が設けられているので、この孔を利用し
て、上記長辺両側壁面に用いたと同様な方法により支持
金物2を挿通する。
As mentioned above, holes for connecting underground pipes are provided on both side walls of the short side of the hand hole structure 1, so using these holes, support is provided in the same manner as used for both side walls of the long side. Insert hardware 2.

この作業により吊り上げ準備は完了する。This operation completes the preparation for lifting.

ハンドホール構体1の対向する両側壁面に挿通した直交
する2本の支持金物2に複数本の吊り具9の一端部を固
定し、該吊り具9の他端部はそれぞれの吊り具9に均等
に荷重が加わる様に吊り枠7に固定する。
One end of the plurality of hanging tools 9 is fixed to two orthogonal supporting metal fittings 2 inserted through the opposite side wall surfaces of the hand hole structure 1, and the other end of the plurality of hanging tools 9 is fixed to each hanging tool 9 evenly. It is fixed to the hanging frame 7 so that a load is applied to it.

前記吊り具9にはワイヤロープ等を用いることが適当で
ある。
It is appropriate to use a wire rope or the like as the hanging device 9.

以上の手順により地中に埋設されたハンドホール構体1
は支持金物2−吊り具9−吊り枠7により機械的に流体
圧力ジヤツキ6と接続される。
Handhole structure 1 buried underground through the above steps
is mechanically connected to the fluid pressure jack 6 by the support hardware 2, the hanging tool 9, and the hanging frame 7.

この状態で流体圧力ジヤツキ6を流体圧力により地面と
垂直方向に駆動すれば、引き上げ撤去せんとするハンド
ホール構体1は周囲の土圧、まさつに抗して垂直方向に
引き上げられる。
In this state, if the fluid pressure jack 6 is driven by fluid pressure in a direction perpendicular to the ground, the handhole structure 1 to be pulled up and removed will be pulled up in the vertical direction against the surrounding earth pressure.

以上説明した様に本考案に係る地中埋設物引上げ装置は
、作業時の騒音、振動がなく、ハンドホール構体への事
前工事も簡単で、ハンドホール構体を破砕することなく
引き上げ撤去できる。
As explained above, the device for lifting underground objects according to the present invention does not generate noise or vibration during operation, allows easy preliminary work on the handhole structure, and can be lifted up and removed without crushing the handhole structure.

したがって従来方法に比へて作業時間も短縮でき、騒音
等の環境公害も少ない利点を有する。
Therefore, compared to conventional methods, this method has the advantage of shortening the working time and causing less environmental pollution such as noise.

例えば、ハンドホール構体の両側壁面に支持金物挿通用
の孔Hをあける作業時間は通常10分程度であり、撤去
に要する全作業時間も30分程度と従来方法の約%に短
縮できる。
For example, it usually takes about 10 minutes to drill holes H in both side walls of the hand hole structure, and the total time required for removal can be reduced to about 30 minutes, which is about % of the conventional method.

さらに撤去したハンドホール構体を再利用できるので省
資源の面でも益する所が大きい。
Furthermore, since the removed handhole structure can be reused, there is a great benefit in terms of resource conservation.

なお地中埋設物形状が円筒形の場合には吊り枠を円形に
組み立て、流体圧力ジヤツキを3個とすることもできる
In addition, when the shape of the underground object is cylindrical, the hanging frame can be assembled in a circular shape, and the number of fluid pressure jacks can be three.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の一実施例を示した斜視系統図、第2図
はハンドホール構体と地表面に据置した本考案実施例装
置の断面図である。 1・・・・・・ハンドホール構体、2・・・・・・支持
金物、3・・・・・・流体圧力発生装置、4・・・・・
・耐圧力管、5・・・・・・流体圧力調整装置、6・・
・・・・流体圧力ジヤツキ、7・・・・・・吊り枠、8
・・・・・・金属パイプ、9・・・・・・吊り具。
FIG. 1 is a perspective system diagram showing an embodiment of the present invention, and FIG. 2 is a cross-sectional view of the handhole structure and the device according to the present invention installed on the ground surface. 1...Hand hole structure, 2...Support hardware, 3...Fluid pressure generator, 4...
・Pressure-resistant pipe, 5...Fluid pressure adjustment device, 6...
...Fluid pressure jack, 7...Hanging frame, 8
...Metal pipe, 9...Hanging tool.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 流体圧力発生装置、該流体圧力発生装置で発生する流体
圧力を調整するため該流体圧力発生装置に連結された圧
力調整装置、流体圧力により駆動されるように該圧力調
整装置に連結された複数の流体圧力ジヤツキ、該流体圧
力ジヤツキに支持された吊り枠及び地中埋設物を吊り上
げるための吊り具からなり、地中埋設物周辺に上記流体
圧力ジヤツキを配して、流体圧力によって地中埋設物を
引き上げるように構成した地中埋設物引上げ装置。
a fluid pressure generating device; a pressure regulating device coupled to the fluid pressure producing device for regulating fluid pressure generated by the fluid pressure producing device; a plurality of pressure regulating devices coupled to the pressure regulating device so as to be driven by the fluid pressure; It consists of a fluid pressure jack, a hanging frame supported by the fluid pressure jack, and a lifting tool for lifting underground objects. An underground object lifting device configured to pull up underground objects.
JP1980063865U 1980-05-12 1980-05-12 Underground object lifting device Expired JPS5940398Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980063865U JPS5940398Y2 (en) 1980-05-12 1980-05-12 Underground object lifting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980063865U JPS5940398Y2 (en) 1980-05-12 1980-05-12 Underground object lifting device

Publications (2)

Publication Number Publication Date
JPS56165789U JPS56165789U (en) 1981-12-08
JPS5940398Y2 true JPS5940398Y2 (en) 1984-11-15

Family

ID=29658073

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980063865U Expired JPS5940398Y2 (en) 1980-05-12 1980-05-12 Underground object lifting device

Country Status (1)

Country Link
JP (1) JPS5940398Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117967871B (en) * 2024-04-01 2024-06-14 中建八局第一建设有限公司 Water supply and drainage pipeline construction device

Also Published As

Publication number Publication date
JPS56165789U (en) 1981-12-08

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