JPH0332632Y2 - - Google Patents

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Publication number
JPH0332632Y2
JPH0332632Y2 JP765585U JP765585U JPH0332632Y2 JP H0332632 Y2 JPH0332632 Y2 JP H0332632Y2 JP 765585 U JP765585 U JP 765585U JP 765585 U JP765585 U JP 765585U JP H0332632 Y2 JPH0332632 Y2 JP H0332632Y2
Authority
JP
Japan
Prior art keywords
press
fitting member
jack
pipe
pedestal
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
JP765585U
Other languages
Japanese (ja)
Other versions
JPS61125594U (en
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 filed Critical
Priority to JP765585U priority Critical patent/JPH0332632Y2/ja
Publication of JPS61125594U publication Critical patent/JPS61125594U/ja
Application granted granted Critical
Publication of JPH0332632Y2 publication Critical patent/JPH0332632Y2/ja
Expired legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 (考案の分野) この考案は、立坑内に設置して地盤に管体を圧
入、埋設する管体の推進装置に関するものであ
る。
[Detailed description of the invention] (Field of the invention) This invention relates to a pipe propulsion device that is installed in a shaft and press-fits and buries the pipe into the ground.

(考案の背景) 従来の管体推進工法は、第10図に示すよう
に、立坑a内に反力壁bを設け、該反力壁bに支
持させたジヤツキCによつて管体dを推進させて
地盤eに圧入し、ジヤツキCを完全に伸長させた
のちに収縮させて該ジヤツキCと管体d間にスペ
ーサーfを介在させ、これを繰返し行つて管体d
を推進させるか或いはスペーサーを使用しない方
法として二段ジヤツキによつて1度に管体長を推
進することが行われている。
(Background of the invention) As shown in Fig. 10, the conventional pipe propulsion method is to provide a reaction wall b in a shaft a, and move the pipe d by means of a jack C supported by the reaction wall b. It is propelled and press-fitted into the ground e, and after fully extending the jack C, it is contracted to interpose a spacer f between the jack C and the pipe body d, and by repeating this process, the pipe body d is
Alternatively, as a method without using a spacer, a two-stage jack is used to propel the length of the tube at one time.

しかしながら前者の方法によればスペーサーを
立坑内に仮置するスペースが必要となつて立坑の
平面積を大にしなければならず、立坑の掘削に著
しい手間と労力を要すると共に都市等の交通量の
多い場所には採用できないものであり、又、後者
の方法によれば特殊なジヤツキを要し、その点検
補修や製作費において高価につく等の欠点があつ
た。
However, the former method requires a space to temporarily place the spacer in the shaft, which requires a large floor area of the shaft, which requires considerable time and effort to excavate the shaft, and also reduces the traffic volume in cities. The latter method cannot be used in many places, and the latter method requires special jacks, resulting in high inspection, repair, and manufacturing costs.

これらを解決するものとして特願昭55−179879
(特開昭57−104796)に開示されているように、
ジヤツキとスペーサーとを同一の枠体に組み込
み、シリンダー部位にスペーサーを着脱自在にし
て装置全体の長さを短かくするとともに労力の軽
減を図つている。
Patent application No. 55-179879 to solve these problems
As disclosed in (Japanese Patent Application Laid-Open No. 57-104796),
The jack and spacer are incorporated into the same frame, and the spacer is detachably attached to the cylinder part, thereby shortening the overall length of the device and reducing labor.

しかしながら、この装置においてもスペーサー
の回転空間が必要であり、作業空間が狭くなるの
で推進管体接続作業に支障となつている。また装
置重量も重く、移動に多くの経費を要した。
However, this device also requires space for the spacer to rotate, and the work space becomes narrow, which poses an obstacle to the work of connecting the propulsion tubes. Furthermore, the equipment was heavy and required a lot of expense to move.

(考案の目的) この考案は、従来のスペーサーをなくし、その
回転空間を不要とし、しかも装置重量を軽くし、
かつ装置全体の長さを短かくすることができる管
体の推進装置の提供を目的とするものである。
(Purpose of the invention) This invention eliminates the conventional spacer, eliminates the need for its rotation space, and reduces the weight of the device.
Another object of the present invention is to provide a tubular propulsion device that can shorten the length of the entire device.

(考案の要約) この考案は、前後方向に移動可能な押圧部を、
反力壁側にロツド端を向けたジヤツキのシリンダ
ー部前端と後端とで順次押圧する管体の推進装置
であることを特徴とする。
(Summary of the invention) This invention has a pressing part that is movable in the front and back direction.
It is characterized by a tubular propulsion device that sequentially presses the front and rear ends of the cylinder part of a jack with the rod end facing the reaction wall.

(考案の実施例) この考案の一実施例を、以下図面に基づいて詳
述する。
(Embodiment of the invention) An embodiment of the invention will be described in detail below based on the drawings.

図面は管体の推進装置を示し、図中符号1は軌
条2を長手方向に敷設した台座で、高さ調整ボル
ト3によつて立坑32の底部に所望の状態に設置
するようになつている。
The drawing shows a tubular propulsion device, and the reference numeral 1 in the drawing is a pedestal on which rails 2 are laid in the longitudinal direction, and it can be installed in the desired state at the bottom of a shaft 32 by height adjustment bolts 3. .

台座1は埋設管4よりも長く、その外径よりも
幅が広く、その前端には埋設管4を受支する受台
5をとりつけ、埋設管4の埋設位置を設定し、そ
の後端には台座1と同幅の適宜高さの方形の反力
フレーム6が固定されており、軌条2は受台5と
反力フレーム6との間に敷設している。
The pedestal 1 is longer than the buried pipe 4 and wider than its outer diameter. A pedestal 5 for supporting the buried pipe 4 is attached to the front end of the pedestal 1 to set the buried position of the buried pipe 4. A rectangular reaction frame 6 having the same width and appropriate height as the pedestal 1 is fixed, and the rail 2 is laid between the pedestal 5 and the reaction frame 6.

反力フレーム6にはその後方に伸縮するジヤー
ナルジヤツキ7が適所に設けてあり、立坑32に
設けた反力壁8に当接する。
The reaction frame 6 is provided with a journal jack 7 at a suitable position that extends and contracts rearward, and comes into contact with a reaction wall 8 provided in the shaft 32.

軌条2上には圧入台車9が、前後動可能に設け
てあり、この台車9は台車部10と台車部10上
に立設した圧入当部材11とからなり、台車部1
0は前後両側に車輪12を有し、軌条2上を走行
する。
A press-fitting truck 9 is provided on the rail 2 so as to be movable back and forth.
0 has wheels 12 on both front and rear sides and runs on rails 2.

圧入当部材11は外形正面は方形、側面は細長
方形で、正面を圧入台車9移動方向に向けてい
る。
The press-fitting member 11 has a rectangular front face and a narrow rectangular side face, with the front face facing the direction of movement of the press-fitting cart 9.

圧入当部材11の前側中央部は埋設管4の圧入
のための当接部で、当接部中央には貫通孔13が
あり、その周辺である埋設管4の内空断面範囲内
に、管体埋設のために先端で地盤を掘削した土砂
の排出や切羽安定のための泥水の送水管14およ
び排泥管15さらに埋設管4と地盤との摩擦を減
少するための充填剤の送給管16と接続するため
の管体が設けられ、それらの一方は圧入当部材1
1の上面に突出している。
The center part of the front side of the press-fit member 11 is a contact part for press-fitting the buried pipe 4, and there is a through hole 13 in the center of the contact part. A water supply pipe 14 and a mud drainage pipe 15 for discharging earth and sand excavated at the tip of the ground for burying the ground and for stabilizing the face, and a supply pipe for filler to reduce friction between the burial pipe 4 and the ground. 16 is provided, one of which is connected to the press-fitting member 1.
It protrudes from the top surface of 1.

33は圧入当部材11の上辺部に切欠いた溝
で、その底は埋設管の外径が臨める程度に深く、
埋設管の外周辺に配した掘削機動力源供給ケーブ
ルを配設する溝である。
33 is a groove cut out on the upper side of the press-fit member 11, the bottom of which is deep enough to allow the outer diameter of the buried pipe to be exposed;
This is a trench in which the excavator power supply cable is placed around the outside of the buried pipe.

さらに、埋設管4の当接部より外部の左右に貫
通孔17が穿たれ、この孔17の下端には台座前
後方向に回転するつづみ状のローラ19が固定し
てある。
Further, through holes 17 are bored on the left and right sides of the outside from the abutting portion of the buried pipe 4, and a hook-shaped roller 19 that rotates in the front-rear direction of the pedestal is fixed to the lower end of the hole 17.

貫通孔17にはロツド20先端を反力フレーム
6の前面にとりつけたブラケツト21に回転自在
に軸支された圧入ジヤツキ22のシリンダー部2
3が嵌合され、ローラ19上を移動可能にしてい
る。
In the through hole 17 is a cylinder portion 2 of a press fit jack 22 which is rotatably supported on a bracket 21 with the tip of a rod 20 attached to the front surface of the reaction frame 6.
3 are fitted together to enable movement on the rollers 19.

シリンダー部23のロツド20側先端にはシリ
ンダー径よりも大径で、かつ貫通孔17の径より
も大径のフランジ24が固着してあり、ロツド2
0の伸長によつてフランジ24が圧入当部材11
後面に当接してシリンダー部23とともに圧入当
部材11が軌条上を移行する。
A flange 24 having a diameter larger than the diameter of the cylinder and larger than the diameter of the through hole 17 is fixed to the tip of the cylinder part 23 on the rod 20 side.
The flange 24 press-fits into the press-fit member 11 due to the elongation of
The press-fitting member 11 moves along the rail together with the cylinder portion 23 while coming into contact with the rear surface.

また、シリンダー部23の前端端面にはピン孔
25を有する輪環26がピン孔25を上下にして
固設している。
Further, a ring ring 26 having a pin hole 25 is fixed to the front end face of the cylinder portion 23 with the pin hole 25 positioned above and below.

圧入当部材11の前面の貫通孔17の上下にブ
ラケツト27,28がとりつけてあり、このブラ
ケツト27,28には上下に貫通するピン孔2
9,30があり、ジヤツキ22のピン孔25と合
致させてピン31を挿通することによつてシリン
ダー部23と圧入当部材11とが一体となつて移
行するようにもなつている。また圧入当部材11
の前面には埋設管4の受部材がとりつけてある。
Brackets 27 and 28 are attached above and below the through hole 17 on the front surface of the press-fitting member 11, and the brackets 27 and 28 have pin holes 2 that pass through them vertically.
9 and 30, and by inserting a pin 31 that matches the pin hole 25 of the jack 22, the cylinder portion 23 and the press-fitting member 11 can be moved as one. In addition, the press-fitting member 11
A receiving member for the buried pipe 4 is attached to the front surface of the pipe.

上記のように構成したので、立坑32の底板上
に調節ボルト3で所定の高さに座台1を据付け
る。このとき、管受台5を埋設管4の埋設位置に
向け次に反力フレーム6上のジヤーナルジヤツキ
7を伸長してその受材を反力壁8に当接させる。
With the above configuration, the seat 1 is installed on the bottom plate of the shaft 32 at a predetermined height using the adjustment bolts 3. At this time, the pipe support 5 is directed toward the buried position of the buried pipe 4, and the journal jack 7 on the reaction force frame 6 is then extended to bring the receiving material into contact with the reaction wall 8.

圧入台車9を反力フレーム6に近づけ、圧入ジ
ヤツキ22のロツド20先端をブラケツト21に
ピン支持させ、圧入当部材11とシリンダー部2
3のフランジ24に当接し、管受台5と圧入当部
材11前面の管受部材上に埋設管4を設置し、埋
設管内の送排泥水管および充填剤供給管のそれぞ
れを圧入当部材11にとりつけた送排泥水管用の
管14,15、充填剤供給管16などに接続し、
油圧ポンプを作動して圧入ジヤツキ22のロツド
20を伸長させる(第4図参照)。
The press-fitting truck 9 is brought close to the reaction frame 6, the tip of the rod 20 of the press-fitting jack 22 is supported by the pin on the bracket 21, and the press-fitting member 11 and the cylinder part 2 are
3, the buried pipe 4 is installed on the pipe receiving member in front of the pipe holder 5 and the press-fitting member 11, and each of the mud water supply/discharge pipe and the filler supply pipe inside the buried pipe is connected to the press-fitting member 11. Connect to the pipes 14, 15 for the mud water supply and drainage pipes, the filler supply pipe 16, etc. installed on the
The hydraulic pump is activated to extend the rod 20 of the press-fitting jack 22 (see FIG. 4).

これによつて、シリンダー部23上のフランジ
24が圧入当部材11に力を加え圧入当部材11
が埋設管4を圧入する(第5図参照)。これによ
つて圧入当部材11は車輪12が軌条2上をシリ
ンダー部23とともに走行する。
As a result, the flange 24 on the cylinder portion 23 applies force to the press-fitting member 11 .
press-fits the buried pipe 4 (see Fig. 5). As a result, the wheels 12 of the press-fitting member 11 run on the rail 2 together with the cylinder portion 23.

こうして所定の位置(圧入開始前のシリンダー
前端位置)まで移行するとロツド20を縮小す
る。これによつて圧入当部材11はそのままでシ
リンダーのみ元の位置に戻る(第6図参照)。次
に圧入当部材11上のブラケツト27,28のピ
ン孔29,30とジヤツキ22前端の輪環26の
ピン孔25が一致するとピン31を挿入する(第
7図参照)。さらに、再びジヤツキ22を作動さ
せて2回目の圧入を行う(第8図参照)。
When the rod 20 reaches a predetermined position (the front end position of the cylinder before the start of press fitting), the rod 20 is contracted. As a result, only the cylinder returns to its original position, leaving the press-fitting member 11 intact (see FIG. 6). Next, when the pin holes 29, 30 of the brackets 27, 28 on the press-fitting member 11 are aligned with the pin hole 25 of the ring 26 at the front end of the jack 22, the pin 31 is inserted (see FIG. 7). Furthermore, the jack 22 is operated again to perform the second press fit (see FIG. 8).

ジヤツキ22の伸長長さは略埋設管4体長の半
分にしてあるので、この2回目の圧入によつて1
本の埋設管4の圧入は終了する。
Since the extended length of the jack 22 is approximately half the length of the buried pipe 4, this second press-fit will reduce the length of the jack 22.
The press-fitting of the actual buried pipe 4 is completed.

そうして、ピンを抜いてロツド20を縮少する
とともに圧入当部材11を手押によつて反力フレ
ーム6側に近づけて最初の位置に戻し、次に埋設
管4の圧入を行なう(第9図参照)。
Then, the pin is pulled out and the rod 20 is retracted, and the press-fitting member 11 is manually pushed closer to the reaction frame 6 to return it to its initial position, and then the buried pipe 4 is press-fitted (the first (See Figure 9).

なお、圧入ジヤツキ22は左右2本でなくても
上下左右の4本でもよい。
Note that the number of press-fitting jacks 22 need not be two on the left and right, but may be four on the top, bottom, left and right.

(考案の効果) この考案によれば、従来のスペーサーをなく
し、スペーサーの回転空間を立坑の作業空間とし
て広く利用できるので、管体接続作用が極めて容
易となり、しかも装置重量を軽量とし、さらに本
装置の手作業は受台の移動とピンの挿脱だけであ
るので簡単にでき、推進作業の能率を向上させる
ことができる。
(Effects of the invention) According to this invention, the conventional spacer can be eliminated and the rotation space of the spacer can be widely used as the working space of the shaft, so the pipe connection operation is extremely easy, the weight of the device is light, and the The only manual work required to operate the device is to move the pedestal and insert/remove the pins, which can be done easily and improve the efficiency of propulsion work.

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

図面は、この考案の一実施例を示し、第1図は
管体の推進装置の簡略側面図、第2図はその一部
の背面図、第3図は第1図の一部の側面図、第4
図乃至第9図は施工状態の工程を説明するための
簡略平面図、第10図は従来の管体推進工法の説
明図である。 1……台座、4……埋設管、5……受台、6…
…反力フレーム、11……圧入当部材、20……
ロツド、22……ジヤツキ、23……シリンダー
部、24……フランジ、26……輪環。
The drawings show one embodiment of this invention, with Fig. 1 being a simplified side view of the tube propulsion device, Fig. 2 being a rear view of a portion thereof, and Fig. 3 being a side view of a portion of Fig. 1. , 4th
9 to 9 are simplified plan views for explaining the steps in the construction state, and FIG. 10 is an explanatory diagram of the conventional pipe body propulsion construction method. 1... pedestal, 4... buried pipe, 5... pedestal, 6...
...Reaction force frame, 11...Press-fitting member, 20...
Rod, 22...Jacket, 23...Cylinder part, 24...Flange, 26...Ring.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 前端に埋設管の受台を設け且つ後端に反力フレ
ームを有する台座と、該台座上を前後に走行する
圧入当部材と、該圧入当部材の両側にシリンダー
部を前後摺動可能に設けたジヤツキとからなり、
該ジヤツキのロツド先端を反力フレームにピン等
で回動自在に連結すると共に前記ジヤツキのシリ
ンダー部の後端と前端部とを圧入当部材に交互に
ピン等で連結することによつて台座上の圧入当部
材を前後に移動させ、圧入当部材前面中央部で埋
設管を押圧するようにしたことを特徴とする管体
の推進装置。
A pedestal having a cradle for a buried pipe at the front end and a reaction frame at the rear end, a press-fitting member that runs back and forth on the pedestal, and cylinder parts provided on both sides of the press-fitting member so as to be slidable back and forth. It consists of tajatsuki,
The rod end of the jack is rotatably connected to the reaction frame with a pin or the like, and the rear and front ends of the cylinder part of the jack are alternately connected to the press-fitting member with pins or the like so that the jack can be mounted on the pedestal. A pipe body propulsion device characterized in that the press-fitting member is moved back and forth to press the buried pipe at the center of the front surface of the press-fitting member.
JP765585U 1985-01-22 1985-01-22 Expired JPH0332632Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP765585U JPH0332632Y2 (en) 1985-01-22 1985-01-22

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP765585U JPH0332632Y2 (en) 1985-01-22 1985-01-22

Publications (2)

Publication Number Publication Date
JPS61125594U JPS61125594U (en) 1986-08-07
JPH0332632Y2 true JPH0332632Y2 (en) 1991-07-10

Family

ID=30486208

Family Applications (1)

Application Number Title Priority Date Filing Date
JP765585U Expired JPH0332632Y2 (en) 1985-01-22 1985-01-22

Country Status (1)

Country Link
JP (1) JPH0332632Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0417670Y2 (en) * 1987-07-03 1992-04-20

Also Published As

Publication number Publication date
JPS61125594U (en) 1986-08-07

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