JPH04105198U - Jacket for shield method - Google Patents
Jacket for shield methodInfo
- Publication number
- JPH04105198U JPH04105198U JP1527491U JP1527491U JPH04105198U JP H04105198 U JPH04105198 U JP H04105198U JP 1527491 U JP1527491 U JP 1527491U JP 1527491 U JP1527491 U JP 1527491U JP H04105198 U JPH04105198 U JP H04105198U
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- secondary lining
- sled body
- frame
- jack
- 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
- 238000000034 method Methods 0.000 title description 5
- 238000010276 construction Methods 0.000 claims abstract description 9
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
(57)【要約】 (修正有)
【目的】 狭い隙間でも自由に挿入、引き出しが可能で
あり、しかも二次覆工用の管の微小移動並びに移動抵抗
の少ないシールド工法用ジャッキを得ることを目的とす
る。
【構成】 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2に、二次覆工の管路外面に沿
って当接するローラ3を有した枠4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5を介挿して構成され、伸縮バッグの膨張により前
記ローラを介して二次覆工用管を支持する。
(57) [Summary] (with amendments) [Purpose] To obtain a jack for shield construction that can be freely inserted and pulled out even in narrow gaps, and that has minimal movement resistance and minimal movement resistance of secondary lining pipes. purpose. [Structure] A frame 4 having rollers 3 that abuts along the outer surface of the secondary lining is attached to a sled body 2 that is movable along the axial direction of the pipe on the inner surface of the primary lining. It is attached so that it can move in parallel only in the vertical direction with respect to the surface of the sled body, and a telescopic bag 5 that can be expanded and contracted is inserted between the frame and the surface of the sled body. The secondary lining pipe is supported via the rollers.
Description
この考案はシールド工法用ジャッキの改良に関する。 This invention relates to an improvement of a jack for shield construction method.
【0002】0002
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。 Traditionally, when constructing large-scale sewage pipes, etc., trenches were dug directly underground due to environmental issues in the surrounding area. A shield construction method is often used in which a conduit is formed as it progresses. In this shield construction method, a secondary lining is applied after the primary lining to ensure that the pipe has the required diameter. In some cases, piping may be necessary.
【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。0003 By the way, in the above shield construction method, when performing secondary lining after primary lining, In this case, it is necessary to increase the effective diameter of the pipe, so the outer diameter of the pipe used in the secondary lining should be as large as possible. It is preferable to use a concrete pipe, and for this reason it is necessary to As a jig, it can be expanded and contracted using air or liquid pressure, and can be inserted into narrow gaps. Use an air jack or water pressure jack to connect the inner surface of the primary lining and the outer surface of the secondary lining pipe. An interposition is made between the two.
【0004】0004
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, the conventional air jack or hydraulic jack described above cannot Although it is said that it is possible to move along the Since movement was not allowed, the pipe was inflated to support the secondary lining pipe and was not moved. may become impossible, making minute movement adjustments during pipe installation extremely difficult, and When it is shrunk and removed after use, the pull-out resistance increases due to contact friction with the outer surface of the secondary lining pipe. There was a downside to getting bigger.
【0005】[0005]
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。 In view of the above-mentioned problems, this idea enables minute movement of the secondary lining pipe and also allows for The purpose is to provide a jack for shield construction method that is easy to move during excavation. It was made by
【0006】[0006]
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 shield construction method of this invention has the pipe axis on the inner surface of the pipe of the primary lining. The sled body, which is movable along the direction, comes into contact with the outer surface of the secondary lining pipe. A frame having rollers is mounted so as to be movable in parallel only in the perpendicular direction to the surface of the sled body. An expandable and contractible bag is inserted between the frame and the surface of the sled body. It is characterized by:
【0007】[0007]
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。 Next, this invention will be explained using examples. Fig. 1 is a side view of an embodiment of this invention, Fig. 2 is a plan view of the embodiment, and Fig. 3 is a storage of the embodiment. FIG. 4 is a side view when it is retracted, and FIG. 4 is a sectional view showing the 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…6A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。[0008] The jack 1 for shield construction method of this invention has the following features: The sled body 2, which is movable along the axial direction of the pipe P, is attached to the pipe Q of the secondary lining (Fig. 4) The frame 4 with the rollers 3...3 in contact along the outer surface is perpendicular to the surface of the sled body 2. It is mounted so that it can be moved in parallel only in the vertical direction, and there is an expansion plate between the frame 4 and the surface of the sled body 2. , a retractable telescopic bag 5 is inserted therein. Note that 6 in the figure indicates a link connecting the frame 4 and the sled body 2, and the link between the frame 4 and the sled body 2 is The respective welded metal fittings 6A...6A and the wire connecting these metal fittings 6A...6A It is composed of a rope 6B. Further, 5A and 5B indicate pipes for injecting and discharging the elastic bag 5.
【0009】[0009]
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。 In the shield method, when performing secondary lining, the sled body 2 is aligned as shown in Figure 4. The secondary lining pipe 7 is placed along the inner surface of the secondary lining P, and the secondary lining pipe 7 is placed on the main transport trolley 8. After positioning, the elastic bag 5 is inflated. With this expansion, the frame 4 gradually moves upward, and as shown in Figure 4, the primary lining The pipe 7 for secondary lining is supported inside.
【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。0010 In this state, the pipe 7 is supported by the shield method jack 1. Since rollers 3...3 are interposed between the frame 4 and the secondary lining pipe 7, there is no slight interference when connecting. Small movements are facilitated by these rollers 3...3. After positioning and fixing the secondary lining pipe 7, the expandable bag 5 is deflated. If the supporting state is released, the frame 4 will fit along the surface of the sled body 2 as shown in Figure 3. It can be freely pulled out even within the narrow gap between the primary lining P and the secondary lining Q. becomes possible.
【0011】[0011]
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 explained above, this idea is useful when carrying a secondary lining pipe into the primary lining. , a structure in which a frame with rollers is moved up and down using a telescoping bag, and the rollers support the pipe for secondary lining. This makes it extremely easy to move the secondary lining pipe. Also, this The invented shield method jack has a simple structure and is easy to implement. It has practical effects.
【0012】0012
【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 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 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 invention during expansion and contraction.
【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 the usage state of the embodiment of the invention.
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 Soli body 3 roller 4 frame 5 Elastic bag
Claims (1)
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】Claim 1: A frame having rollers that abut along the outer surface of the secondary lining of the pipe is attached to a sled body that is movable along the axial direction of the pipe on the inner surface of the pipe of the primary lining. For use in a shield construction method, the bag is attached to the sled body surface so as to be movable in parallel only in the perpendicular direction, and an expandable and contractible bag is inserted between the frame and the sled body surface. jack. 0001
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 true JPH04105198U (en) | 1992-09-10 |
JP2520807Y2 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) |
-
1991
- 1991-02-21 JP JP1527491U patent/JP2520807Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2520807Y2 (en) | 1996-12-18 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |