JP2520807Y2 - Jack for shield method - Google Patents

Jack for shield method

Info

Publication number
JP2520807Y2
JP2520807Y2 JP1527491U JP1527491U JP2520807Y2 JP 2520807 Y2 JP2520807 Y2 JP 2520807Y2 JP 1527491 U JP1527491 U JP 1527491U JP 1527491 U JP1527491 U JP 1527491U JP 2520807 Y2 JP2520807 Y2 JP 2520807Y2
Authority
JP
Japan
Prior art keywords
pipe
jack
secondary lining
frame
lining
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 - Fee Related
Application number
JP1527491U
Other languages
Japanese (ja)
Other versions
JPH04105198U (en
Inventor
恒夫 太田垣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP1527491U priority Critical patent/JP2520807Y2/en
Publication of JPH04105198U publication Critical patent/JPH04105198U/en
Application granted granted Critical
Publication of JP2520807Y2 publication Critical patent/JP2520807Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the device]

【産業上の利用分野】この考案はシールド工法用ジャッ
キの改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention This invention relates to an improvement of a jack for a shield construction method.

【0002】[0002]

【従来の技術】従来、大規模下水配管の配管工事等では
周辺の環境問題上、地中をそのまま堀進みつつ管路を形
成していくシールド工法が採られることが多い。このシ
ールド工法は一次覆工に続いてその中に二次覆工を行い
必要な管径の管を配管していく場合がある。
2. Description of the Related Art Conventionally, in the construction work of large-scale sewage pipes, etc., due to environmental problems in the surroundings, a shield construction method is often adopted in which a pipe line is formed while excavating the ground as it is. In this shield construction method, a secondary lining may be performed inside the primary lining and then a pipe having a required pipe diameter may be piped.

【0003】ところで、上記シールド工法において、一
次覆工に続いて、二次覆工を行う場合、管路の有効径を
大きくする必要上二次覆工で使用する管外径は出来るだ
け大きいものを使用することが好ましく、このため二次
覆工用の管を支持するための治具として空気また液体の
圧力を利用して伸縮可能とされ、狭い隙間でも挿入でき
るエアジャッキあるいは水圧ジャッキを一次覆工内面と
二次覆工用管外面との間に介挿することが行われる。
By the way, in the above-mentioned shield construction method, when the secondary lining is carried out after the primary lining, the outer diameter of the pipe used in the secondary lining is as large as possible because the effective diameter of the pipeline is required to be large. It is preferable to use an air jack or a water pressure jack that can be expanded and contracted by using the pressure of air or liquid as a jig for supporting the pipe for secondary lining and can be inserted even in a narrow gap. Insertion is performed between the inner surface of the lining and the outer surface of the secondary lining pipe.

【0004】[0004]

【従来技術の問題点】しかしながら、上記従来のエアジ
ャッキまたは水圧ジャッキは、一次覆工内面に沿っては
移動可能とされているものの、二次覆工用管外面との接
触部分は相対移動は不可とされていたため、膨張させて
二次覆工用管を支持した後は管の移動が不可能となり、
管設置時の微小移動調整が非常に困難となる場合があ
り、また使用後収縮させ引き取る時二次覆工用管外面と
の接触摩擦により引き抜き抵抗が大きくなる欠点があっ
た。
However, although the above-mentioned conventional air jack or hydraulic jack can be moved along the inner surface of the primary lining, the contact portion with the outer surface of the secondary lining pipe does not move relatively. Since it was not possible, after inflating and supporting the secondary lining pipe, it becomes impossible to move the pipe,
In some cases, it may be very difficult to adjust the fine movement when the pipe is installed, and when it is contracted after use and pulled off, the pulling resistance increases due to contact friction with the outer surface of the secondary lining pipe.

【0005】[0005]

【考案が解決しようとする課題】この考案は上記問題点
に鑑み、二次覆工用管の微小移動が可能であり、また引
き抜き時の移動操作も容易なシールド工法用ジャッキを
提供することを目的としてなされたものである。
SUMMARY OF THE INVENTION In view of the above problems, the present invention provides a jack for a shield construction method in which the secondary lining pipe can be moved minutely and the movement operation during pulling out is easy. It was done for the purpose.

【0006】[0006]

【課題を解決するための手段】即ち、この考案のシール
ド工法用ジャッキは、一次覆工の管路内面に該管路軸方
向に沿って移動可能とされたソリ体に、二次覆工の管路
外面に沿って当接するローラを有した枠が前記ソリ体表
面に対し、垂直方向のみに平行移動可能に取りつけら
れ、該枠と前記ソリ体表面との間には膨張、収縮可能な
伸縮バッグが介挿されてなることを特徴とするものであ
る。
That is, the jack for the shield construction method of the present invention has a sled body which is movable on the inner surface of the pipe line of the primary lining along the axial direction of the pipe line. A frame having a roller that abuts along the outer surface of the conduit is attached to the sled body surface so that it can move in parallel only in the vertical direction, and expansion and contraction between the frame and the sled body surface is possible. It is characterized in that a bag is inserted.

【0007】[0007]

【実施例】次にこの考案を実施例により説明する。図1
はこの考案の実施例の側面図、図2は実施例の平面図、
図3は実施例の収縮時の側面図、図4は実施例の使用状
態を示す断面図である。
EXAMPLES The present invention will be described below with reference to examples. FIG.
Is a side view of the embodiment of the present invention, FIG. 2 is a plan view of the embodiment,
FIG. 3 is a side view of the embodiment when contracted, and FIG. 4 is a cross-sectional view showing a usage state of the embodiment.

【0008】この考案のシールド工法用ジャッキ1は、
一次覆工の管路P(図4)内面に、この管路P軸方向に
沿って移動可能とされたソリ体2に、二次覆工の管路Q
(図4)外面に沿って当接するローラ3…3を有した枠
4がソリ体2表面に対し、垂直方向のみに平行移動可能
に取りつけられ、枠4とソリ体2表面との間には膨張、
収縮可能な伸縮バッグ5が介挿されて構成されている。
なお、図中6は枠4とソリ体2とを連結するリンクを示
し、枠4とソリ体2の夫々に溶接された受金具6A…6
Aとこれら受金具6A…6A間を連結するワイヤーロー
プ6Bとから構成されている。また、5A、5Bは伸縮
バッグ5に対する注入、排出用の管を示す。
The jack 1 for the shield construction method of this invention is
On the inner surface of the pipe line P (FIG. 4) of the primary lining, the sled body 2 movable along the axial direction of the pipe line P, and the pipe line Q of the secondary lining
(FIG. 4) A frame 4 having rollers 3 ... expansion,
A retractable elastic bag 5 is inserted and configured.
In the figure, reference numeral 6 denotes a link connecting the frame 4 and the sled body 2, and the metal fittings 6A ... 6 welded to the frame 4 and the sled body 2 respectively.
A and a wire rope 6B connecting between the receiving metal fittings 6A ... 6A. Reference numerals 5A and 5B denote pipes for injecting and discharging the elastic bag 5.

【0009】[0009]

【作用】シールド工法において、二次覆工を行う場合、
図4に示すようにソリ体2を一次覆工P内面に沿わせて
配置すると共に、二次覆工用の管7を主運搬台車8にの
せて挿入し、位置決め後伸縮バッグ5を膨張させる。こ
の膨張にともない、枠4は次第に上方へ移動し、図4に
示すように一次覆工内で二次覆工用の管7を支持するに
至る。
[Operation] In the shield method, when performing secondary lining,
As shown in FIG. 4, the sled body 2 is arranged along the inner surface of the primary lining P, and the pipe 7 for secondary lining is placed on the main carrier 8 to inflate the expandable bag 5 after positioning. . Along with this expansion, the frame 4 gradually moves upward to support the pipe 7 for secondary lining in the primary lining as shown in FIG.

【0010】この状態とすれば、管7はシールド工法用
ジャッキ1により支持される。枠4と二次覆工用管7の
間にはローラ3…3が介挿さているので、接続時の微小
移動はこのローラ3…3により容易となる。位置決めを
行い、二次覆工用管7の固定が終了すれば、伸縮バッグ
5を収縮させて支持状態を解除すれば、図3に示すよう
に枠4はソリ体2表面の沿って収まり、一次覆工Pと二
次覆工Qとの間の狭い隙間内であっても自由に引き出す
ことが可能となる。
In this state, the pipe 7 is supported by the shield construction jack 1. Since the rollers 3 ... 3 are interposed between the frame 4 and the secondary lining pipe 7, fine movement at the time of connection is facilitated by the rollers 3. When positioning is performed and fixing of the secondary lining pipe 7 is completed, the expandable bag 5 is contracted to release the supporting state, and the frame 4 is fitted along the surface of the sled body 2 as shown in FIG. Even in the narrow gap between the primary lining P and the secondary lining Q, it is possible to freely draw out.

【0011】[0011]

【発明の効果】この考案は以上説明したように、一次覆
工内に二次覆工用の管を搬入する場合、伸縮バッグでロ
ーラ付の枠を上下作動しローラで二次覆工用の管を支持
する構成としたので、二次覆工用の管の移動が非常に容
易となるのである。また、この考案のシールド工法用ジ
ャッキは構造が簡単なため実施も容易であるなど種々の
実用的効果を有する。
As described above, according to the present invention, when the pipe for the secondary lining is carried into the primary lining, the frame with the roller is moved up and down by the telescopic bag and the roller for the secondary lining is operated by the roller. Since the pipe is supported, the pipe for the secondary lining can be moved very easily. Further, the jack for the shield construction method of the present invention has various practical effects such that it is easy to implement because of its simple structure.

【0012】[0012]

【図面の簡単な説明】[Brief description of drawings]

【図1】この考案の実施例の側面図である。FIG. 1 is a side view of an embodiment of the present invention.

【図2】この考案の実施例の平面図である。FIG. 2 is a plan view of an embodiment of the present invention.

【図3】この考案の実施例の伸縮時の側面図である。FIG. 3 is a side view of the embodiment of the present invention when expanded and contracted.

【図4】この考案の実施例の使用状態を示す断面図であ
る。
FIG. 4 is a sectional view showing a usage state of the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 シールド工法用ジャッキ 2 ソリ体 3 ローラ 4 枠 5 伸縮バッグ 1 Jack for shield method 2 Sled body 3 Roller 4 Frame 5 Telescopic bag

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 一次覆工の管路内面に該管路軸方向に沿
って移動可能とされたソリ体に、二次覆工の管路外面に
沿って当接するローラを有した枠が前記ソリ体表面に対
し、垂直方向のみに平行移動可能に取りつけられ、該枠
と前記ソリ体表面との間には膨張、収縮可能な伸縮バッ
グが介挿されてなることを特徴とするシールド工法用ジ
ャッキ。 【0001】
1. A frame having a roller, which is in contact with an inner surface of a pipe line of a primary lining along the axial direction of the pipe line, and a roller that abuts along an outer surface of the pipe line of the secondary lining. For a shield construction method, which is mounted so as to be movable in parallel only in the vertical direction with respect to the sled body surface, and an expandable and contractible expandable bag is interposed between the frame and the sled body surface. jack. [0001]
JP1527491U 1991-02-21 1991-02-21 Jack for shield method Expired - Fee Related JP2520807Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1527491U JP2520807Y2 (en) 1991-02-21 1991-02-21 Jack for shield method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1527491U JP2520807Y2 (en) 1991-02-21 1991-02-21 Jack for shield method

Publications (2)

Publication Number Publication Date
JPH04105198U JPH04105198U (en) 1992-09-10
JP2520807Y2 true JP2520807Y2 (en) 1996-12-18

Family

ID=31902508

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1527491U Expired - Fee Related JP2520807Y2 (en) 1991-02-21 1991-02-21 Jack for shield method

Country Status (1)

Country Link
JP (1) JP2520807Y2 (en)

Also Published As

Publication number Publication date
JPH04105198U (en) 1992-09-10

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