JPH0220309Y2 - - Google Patents
Info
- Publication number
- JPH0220309Y2 JPH0220309Y2 JP2504284U JP2504284U JPH0220309Y2 JP H0220309 Y2 JPH0220309 Y2 JP H0220309Y2 JP 2504284 U JP2504284 U JP 2504284U JP 2504284 U JP2504284 U JP 2504284U JP H0220309 Y2 JPH0220309 Y2 JP H0220309Y2
- Authority
- JP
- Japan
- Prior art keywords
- bag
- pressurized
- pressure
- propulsion
- fluid
- 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
Links
- 239000012530 fluid Substances 0.000 claims description 16
- 238000009412 basement excavation Methods 0.000 claims description 10
- 239000000463 material Substances 0.000 description 6
- 238000004891 communication Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000004744 fabric Substances 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 241001233061 earthworms Species 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000004753 textile Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 239000002759 woven fabric Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【考案の詳細な説明】
本考案は埋設推進管間に加圧袋を介在してこの
加圧袋内へ流体を圧入し且つ排出を順序をもつて
行なうことにより加圧袋の流体圧入による膨張で
推進管の掘削推進を行なう装置の前記加圧袋に関
する改良である。[Detailed description of the invention] The present invention involves interposing a pressure bag between buried propulsion tubes, injecting fluid into the pressure bag and discharging it in an orderly manner. This is an improvement regarding the pressurized bag of a device for excavating and propelling a propulsion tube.
上下水導管或は電線埋設用主配管、或は共同溝
トンネル等の土中埋設の工事の場合、地上より垂
直に堀り下げた立坑から横方向に掘削しつつ、同
時にヒユーム管等の推進管を順次送り込み、地中
にトンネルを形成する、所謂、推進管工法の1つ
として、その推進管単体のそれぞれの継ぎ目に、
ゴム等弾性体を主体として構成する加圧袋に、圧
搾空気或は加圧水等の流体を注入してトンネルの
軸方向に各推進管単体に順次加圧する事によつ
て、推進管全体を掘削方向に順次推進させる工法
がある。この工法(一般にはアースオーム工法と
称す)の施工の際の加圧袋の作動については、或
る加圧袋の直前部の推進管単体は、加圧と同時に
該加圧袋がトンネル軸方向に膨張する事によつて
前進させられる、前進が終つた次の時点でその一
つ後部の加圧袋に加圧する事により、前に前進し
た次の推進管が前進する。この際、最初に膨張し
た加圧袋は除圧され、後部からの圧力により圧縮
される。斯の如く順次繰返し操作により推進管の
単体毎に前進掘削推進される。この圧縮力につい
ては、トンネルの先端部及、該加圧袋より前方の
推進管と土地との摩擦抵抗、及後部からの与圧の
大きさ等によつては、該加圧袋は過剰に圧縮させ
られる為、加圧袋が完全に密着した一枚の状態に
なりその内部間隙がほとんど無くなつてしまう事
もあり(第2図A参照)、すると加圧流体の次の
前進のための流体の流通が阻害される為、この様
な状況の時には加圧袋の加圧力は著しく減少して
しまう。 When constructing underground main pipes for water and sewage pipes, electrical cables, or utility tunnels, excavation is carried out horizontally from a shaft dug vertically from the ground, and at the same time, a propulsion pipe such as a Huyum pipe is excavated horizontally from a vertically lowered shaft. As one of the so-called propulsion pipe construction methods, in which the propulsion pipes are sent in sequence to form tunnels underground,
By injecting fluid such as compressed air or pressurized water into a pressurized bag mainly composed of an elastic material such as rubber, and sequentially pressurizing each propulsion tube in the axial direction of the tunnel, the entire propulsion tube is moved in the excavation direction. There is a construction method that promotes successive steps. Regarding the operation of the pressurized bag during construction of this construction method (generally referred to as the Earth Ohm method), the propulsion pipe just in front of a certain pressurized bag is moved in the axial direction of the tunnel at the same time as the pressurized bag is pressurized. When the forward movement is completed, the next propulsion tube that was previously advanced is moved forward by applying pressure to the pressurized bag located one rearward. At this time, the initially inflated pressurized bag is depressurized and compressed by pressure from the rear. By sequentially repeating operations like this, each single propulsion tube is propelled forward by excavation. Regarding this compressive force, depending on the tip of the tunnel, the frictional resistance between the propulsion pipe and the ground in front of the pressurized bag, the amount of pressurization from the rear, etc., the pressurized bag may become excessively strong. Because it is compressed, the pressurized bag becomes a completely sealed sheet with almost no internal space (see Figure 2 A), and then the pressurized fluid has no space for the next advancement. Since the flow of fluid is obstructed, the pressurizing force of the pressurized bag is significantly reduced in such a situation.
この障害を防止する為には、如何に後部からの
加圧があつても加圧袋の内部間隙を保持する事が
必要となる。 In order to prevent this failure, it is necessary to maintain the internal gap of the pressurized bag no matter how much pressure is applied from the rear.
この為、本考案は内面に通気(液)間隙を形成
すべく布或は網状物質の如き保有体を挿入してこ
れらの全部或は一部接着等によつて設ける事を特
徴とする加圧袋に関する。 For this reason, the present invention provides a pressurization method characterized by inserting a holding body such as a cloth or a net-like material to form a ventilation (liquid) gap on the inner surface and providing it by gluing all or part of the holding body. Regarding bags.
次に本考案の実施例として示した図面により詳
細に説明する。 DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, the present invention will be explained in detail with reference to the drawings shown as embodiments.
第1図は流体圧式掘削装置の1例を示した正面
図で、先端に地下を掘削推進せしめるためのカツ
ターヘツド1を有し、これに続いて掘削の進行に
伴い順次埋設管2aが2b,2c,2nの如く連
続して送り込まれる。 FIG. 1 is a front view showing an example of a hydraulic excavation device, which has a cutter head 1 at its tip for propelling underground excavation, and as the excavation progresses, underground pipes 2a are sequentially installed 2b, 2c. , 2n.
このカツターヘツド1或は埋設管の連続部分に
それぞれ乃至は適当間隔に加圧袋が介在される。
即ちカツターヘツド1と埋設管2aとの間には加
圧された空気或は液体の如き加圧流動体の連通孔
3aを介して流体管5aに連通する加圧袋4a
を、同様に加圧袋4bには流体管5bと連通する
連通孔3bを、加圧袋4cには流体管5cと連通
する連通孔3cと順次設けられ、埋設管3本を1
組とする場合は、図示の如くこれを1ピツチとし
て連接される。なお6は摺動カラー、7は密封カ
ラーである。加圧袋4a〜4cは、従来気密性を
有し、圧扁、膨張自在なしかも充分の気密性をも
たせ、且つ補強、保形のための布等より或る中間
層を有するゴムチユーブの如き形状のものであ
る。 Pressure bags are interposed in each continuous portion of the cutter head 1 or the buried pipe at appropriate intervals.
That is, between the cutter head 1 and the buried pipe 2a is a pressurized bag 4a which communicates with a fluid pipe 5a through a communication hole 3a for pressurized fluid such as pressurized air or liquid.
Similarly, the pressure bag 4b is provided with a communication hole 3b that communicates with the fluid pipe 5b, and the pressure bag 4c is provided with a communication hole 3c that communicates with the fluid pipe 5c.
When forming a set, they are connected as one pitch as shown in the figure. Note that 6 is a sliding collar and 7 is a sealing collar. The pressure bags 4a to 4c have conventionally been airtight, and have a shape such as a rubber tube, which has sufficient airtightness whether it is compressible or inflatable, and has an intermediate layer of cloth or the like for reinforcement and shape retention. belongs to.
第1図において流通管5aより圧搾空気乃至は
加圧液体の如き圧力流体を加圧袋4aに送るとカ
ツターヘツド1は加圧袋4aの膨張に従い強力に
押圧されて掘削推進がなされる。次に流体管5a
より加圧流体を加圧袋4aより抜きとりつつ、流
体管5bより加圧袋4bへ送り込むと、加圧袋4
bは膨張して埋設管2aが加圧袋4aを圧扁しつ
つ推進する、更にこの操作を流体管5cと加圧袋
4cで行なうことによつて埋設管2a〜2nはミ
ミズの這う如く前進掘削される。 In FIG. 1, when a pressure fluid such as compressed air or pressurized liquid is sent from the flow pipe 5a to the pressure bag 4a, the cutter head 1 is strongly pressed as the pressure bag 4a expands and is propelled to excavate. Next, the fluid pipe 5a
When pressurized fluid is drawn out from the pressure bag 4a and fed into the pressure bag 4b from the fluid pipe 5b, the pressure bag 4
b expands and the buried pipe 2a pushes the pressure bag 4a while compressing it.Furthermore, by performing this operation with the fluid pipe 5c and the pressure bag 4c, the buried pipes 2a to 2n move forward like earthworms. to be excavated.
しかして前記加圧袋の膨張に従い他の加圧袋は
強力に埋設管の間で押し潰された扁平状となる即
ち第2図Aにおいて例えば加圧袋4′bは圧扁さ
れて袋内面は密着状態となる。しかして次にこの
加圧袋4′b内に圧搾空気を送り込む場合袋内が
密着しているので空気の入り込む余地がなく大き
な流入抵抗に抗して内面密着面間に徐々に圧擦空
気が侵入するに及んで目的が達成できるがこの空
気注入において圧搾空気は袋内全体に均一に流入
せず密着度の低い比較的抵抗の少ない部分に集中
的に流入すると袋の形状を変化し袋の耐久性を欠
くのみか推進が均一に行なわれない重要な欠点と
なる。 As the pressure bag expands, the other pressure bags are strongly crushed between the buried pipes and become flat. That is, in FIG. 2A, for example, pressure bag 4'b is flattened and the inner surface of the bag are in close contact. However, when compressed air is sent into the pressurized bag 4'b next time, since the inside of the bag is in close contact with each other, there is no room for air to enter, and the compressed air gradually flows between the inner surfaces that are in close contact with each other against the large inflow resistance. The purpose can be achieved by infiltrating the bag, but when compressed air does not flow uniformly throughout the bag, and instead flows concentratedly into areas with low adhesion and relatively little resistance, it changes the shape of the bag and causes damage to the bag. The major drawback is that it lacks durability and propulsion is not uniform.
そこで本考案はこの加圧袋内部に繊維製品例え
ば織布、編布、起(植)毛シート、不織布の如き
強圧圧扁してもなお通気性を保有する空間保有体
を設ける即ち更に詳細に説明すると、第2図B並
びに第3図において、加圧袋4aはチユーブ状を
なし、内周に気密性の勝れたゴムの如き内装4′
と、その外周にキヤンバスの如き圧扁膨張が可能
でしかも耐久性に富んだ補強材4″を設け、更に
その外周を注入流体圧に充分耐え得る外装4よ
り成り図では省略されているが一部には前記流体
管5a〜5cと接続する連通孔3a〜3cが設け
られている。しかして本考案の要旨は上記内装
4′の内周全体に前記した空間保有体8を設けた
ものである。なおこの空間保有体8は内周全面で
はなくらせん状或は直線状に設けてもよく、要は
圧扁状態でも空間が保有されるよう凹凸状の内面
に構成されてもよい。又内装4′への取付けも全
面固定(接着)でも部分的固定(点接着)でもよ
く、扁平状態のとき内装4′が直接接しないよう
に、空間保有体8を内装4′の断面直径方向で固
定した帯状のものを介在させてもよいがこのとき
は圧扁、膨張による直径の変化が生ずるのでこれ
に対応できるよう充分な幅をもたせたもの或は伸
縮自在な例えば編み物の如きものを用いることが
できる。 Therefore, the present invention provides a space retainer inside the pressurized bag that retains air permeability even when pressed under high pressure, such as a textile product such as a woven fabric, a knitted fabric, a raised (flocked) sheet, or a nonwoven fabric. To explain, in FIGS. 2B and 3, the pressurized bag 4a has a tube shape, and the inner periphery is lined with an inner lining 4' made of a rubber material with excellent airtightness.
A reinforcing material 4'' which can be compressed and expanded like a canvas and is highly durable is provided on the outer periphery of the reinforcing material 4'', and the outer periphery is further comprised of an exterior 4'' which can sufficiently withstand the pressure of the injection fluid, although this is not shown in the drawing. The portion is provided with communication holes 3a to 3c that connect with the fluid pipes 5a to 5c.However, the gist of the present invention is to provide the above-mentioned space retaining body 8 on the entire inner periphery of the interior 4'. Note that this space retaining body 8 may be provided in a spiral or linear shape instead of on the entire inner periphery, or in other words, it may be configured with an uneven inner surface so that space is retained even in a compressed state. The attachment to the interior 4' may be fixed entirely (adhesive) or partially (point adhesive), and the space retaining body 8 may be attached in the cross-sectional diameter direction of the interior 4' so that the interior 4' does not come into direct contact with the interior 4' when it is in a flat state. A fixed band-like material may be used, but in this case, the diameter changes due to compression and expansion, so a material with sufficient width or a stretchable material, such as a knitted material, is used to accommodate this change. be able to.
本考案はこのように、強く加圧袋が圧扁されて
も空間が保有されることによつて圧搾空気の注入
において容易に密着の場合の如き抵抗もなく均一
に膨張するので作業も円滑に進行することができ
る。 In this way, the present invention maintains a space even when the pressurized bag is strongly compressed, so that when compressed air is injected, it can be easily inflated uniformly without the resistance that would occur when the bag is in close contact, so that the work can be done smoothly. can proceed.
図は本考案の実施例を示したもので、第1図は
流体圧式掘削装置の概略正面図、第2図は要部の
切断正面図でAは圧扁状態を示す断面図、Bは膨
張状態を示す断面図、第3図は本考案加圧袋の1
例を示す切断部分図である。
符号、4a〜4nは加圧袋、8は空間保有体。
The figures show an embodiment of the present invention. Figure 1 is a schematic front view of a hydraulic excavation device, Figure 2 is a cutaway front view of the main part, A is a cross-sectional view showing the compressed state, and B is the expanded state. A sectional view showing the state, Figure 3 is one of the pressurized bags of the present invention.
FIG. 3 is a cutaway partial view showing an example. Symbols 4a to 4n are pressurized bags, and 8 is a space holding body.
Claims (1)
されて、加圧袋の流体圧入、排出を繰返して掘削
推進する流体圧式掘削装置において、前記推進管
の間に介在せしめる加圧袋の内部に、強外圧下に
おいてもなお流体通過を可能とする空間保有体を
設けた流体圧式掘削装置の加圧袋。 In a hydraulic excavation device in which a large number of propulsion tubes are successively connected via pressure bags and the pressure bags are repeatedly pressurized and discharged to propel the excavation, the interior of the pressure bag interposed between the propulsion tubes. In addition, a pressurized bag for a hydraulic excavation equipment is provided with a space holding body that allows fluid to pass even under strong external pressure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2504284U JPS60139891U (en) | 1984-02-23 | 1984-02-23 | Pressurized bag for hydraulic drilling rig |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2504284U JPS60139891U (en) | 1984-02-23 | 1984-02-23 | Pressurized bag for hydraulic drilling rig |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60139891U JPS60139891U (en) | 1985-09-17 |
JPH0220309Y2 true JPH0220309Y2 (en) | 1990-06-04 |
Family
ID=30519759
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2504284U Granted JPS60139891U (en) | 1984-02-23 | 1984-02-23 | Pressurized bag for hydraulic drilling rig |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60139891U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003003785A (en) * | 2001-06-26 | 2003-01-08 | Ashimori Ind Co Ltd | Sealing bag |
-
1984
- 1984-02-23 JP JP2504284U patent/JPS60139891U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60139891U (en) | 1985-09-17 |
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