JPS63284398A - Packing device for gable frame in shield excavator - Google Patents
Packing device for gable frame in shield excavatorInfo
- Publication number
- JPS63284398A JPS63284398A JP62118648A JP11864887A JPS63284398A JP S63284398 A JPS63284398 A JP S63284398A JP 62118648 A JP62118648 A JP 62118648A JP 11864887 A JP11864887 A JP 11864887A JP S63284398 A JPS63284398 A JP S63284398A
- Authority
- JP
- Japan
- Prior art keywords
- seal member
- shield excavator
- packing device
- end frame
- formwork
- 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.)
- Pending
Links
- 238000012856 packing Methods 0.000 title claims description 4
- 238000009415 formwork Methods 0.000 claims description 11
- 238000007789 sealing Methods 0.000 claims description 6
- 230000002093 peripheral effect Effects 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 238000010276 construction Methods 0.000 description 3
- 229920001875 Ebonite Polymers 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 239000004519 grease Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明はシールド掘進機、特に直打ちコンクリートラ
イニング用シールド掘進機における妻枠のパッキング装
置に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a packing device for a gable in a shield excavator, particularly a shield excavator for directly pouring concrete lining.
(従来の技術)
直打ちコンクリートライニング用シールド掘進機は、第
3図に示すように、シールド本体1のテール部内周面に
環状の妻枠2が設けられ、この妻枠2はテール部内周面
とその内方に配置される型枠3の外周面との間を複数の
妻枠ジヤツキ4によって摺動するようになっている。5
は妻枠2の内周と型枠3との間を閉塞する内側シール部
材、6は妻枠2の外周とテール部との間を閉塞する外側
シール部材である。(Prior art) As shown in FIG. 3, a shield excavator for directly pouring concrete lining is provided with an annular gable 2 on the inner circumferential surface of the tail portion of a shield body 1. A plurality of end frame jacks 4 are used to slide between the frame 3 and the outer circumferential surface of a formwork 3 disposed inside the frame. 5
Reference numeral 6 indicates an inner seal member that closes the space between the inner periphery of the end frame 2 and the formwork 3, and 6 indicates an outer seal member that closes the space between the outer periphery of the end frame 2 and the tail portion.
そして施工時には図示しない推進ジヤツキによるシール
ド本体1の推進(第3図矢印方向)に伴って、妻枠2に
設けた供給口からコンクリートをテール部と型枠3との
間に打設し、打設コンクリート9を妻枠2により押圧し
て地山10に密着させている。During construction, as the shield body 1 is propelled by a propulsion jack (not shown) (in the direction of the arrow in Fig. 3), concrete is poured between the tail part and the formwork 3 from the supply port provided in the end frame 2. The concrete 9 is pressed by the end frame 2 and brought into close contact with the ground 10.
(発明が解決しようとする問題点)
ところで内外側シール部材5,6は、いずれもコンクリ
ート9の漏洩を防止するものであり、外側シール部材6
は硬質ゴム等が使用され、コンクリートの打設圧に対抗
させるために、機械的手段によりテール部内周面に向け
て押圧されている。しかしながら内側シール部材5に対
しては、妻枠2と型枠3との間のクリアランスが常時変
動(特にカーブ施工時に大きい)するため、外側シール
部材6で採用されているような手段を講じることができ
ず、このため内側シール部材5としてステンレス鋼板等
の強度の大きいものを使用してコンクリートの漏洩を防
止しているが、水密性に関しては劣るため高地下水圧の
もとでは漏水が起こり易いという問題点があった。(Problems to be Solved by the Invention) By the way, both the inner and outer seal members 5 and 6 are for preventing leakage of concrete 9, and the outer seal member 6
is made of hard rubber or the like, and is pressed toward the inner circumferential surface of the tail portion by mechanical means in order to resist the concrete placing pressure. However, for the inner seal member 5, since the clearance between the end frame 2 and the formwork 3 constantly fluctuates (particularly large during curve construction), measures such as those adopted for the outer seal member 6 should not be taken. For this reason, a strong material such as a stainless steel plate is used as the inner sealing member 5 to prevent concrete from leaking, but it is not watertight and water leakage is likely to occur under high groundwater pressure. There was a problem.
この発明は上記のような従来の問題点を解決すべくなさ
れ、妻枠と型枠との間からの漏水を確実に防止できるパ
ッキング装置を提供することを目的とする。The present invention was made to solve the above-mentioned conventional problems, and an object of the present invention is to provide a packing device that can reliably prevent water leakage between the end frame and the formwork.
(問題点を解決するための手段及び作用)上記目的を達
成するためのこの発明は、妻枠と型枠との間の内側シー
ル部材がシールド本体の軸方向の前後に二重に配置され
、前部シール部材を不透水性とし、後部シール部材をコ
ンクリート不透過性としたことを特徴とするものであっ
て、後部シール部材から漏水が生じたとしても、シール
ド本体内への浸水は前部シール部材によって防止される
。(Means and effects for solving the problem) In order to achieve the above object, the present invention has an inner sealing member between the end frame and the formwork, which is arranged twice at the front and rear in the axial direction of the shield body, The front seal member is water-impermeable and the rear seal member is concrete-impermeable, so that even if water leaks from the rear seal member, water will not enter the shield body from the front part. This is prevented by the seal member.
(実施例)
第1,2図はそれぞれこの発明の異なる2つの実施例を
示し、従来と同様な部材については同一符号を付しであ
る。(Embodiment) FIGS. 1 and 2 respectively show two different embodiments of the present invention, and the same reference numerals are given to the same members as those in the prior art.
第1図に示す実施例において、妻枠2と型枠3との間の
内側シール部材7,8がシールド本体1の軸方向の前後
に二重に配置されている。In the embodiment shown in FIG. 1, inner seal members 7 and 8 between the end frame 2 and the formwork 3 are arranged doubly at the front and rear of the shield body 1 in the axial direction.
前部シール部材7は可撓性チューブからなり、供給管1
1からエアを供給することにより膨張し、妻枠2と型枠
3との間の不透水性が保たれる。The front seal member 7 is made of a flexible tube and is connected to the supply pipe 1.
It expands by supplying air from 1, and water impermeability between the end frame 2 and form 3 is maintained.
後部シール部材8は従来と同様にステンレス鋼板あるい
は硬質ゴム板等からなり、コンクリートの打設圧に対抗
する強度を有し、その不透過性が保たれる。The rear seal member 8 is made of a stainless steel plate, a hard rubber plate, etc., as in the past, and has strength to withstand the concrete placing pressure and maintains its impermeability.
第2図に示す実施例では、前部シール部材がワイヤブラ
シ12およびその後方に供給管14がら充填されるグリ
ス等の粘性を有する充填材13によって構成され、それ
以外は前記実施例と同様である。この場合ワイヤブラシ
12および充填材13の協働により妻枠2と型枠3との
間の不透水性が保たれる。In the embodiment shown in FIG. 2, the front seal member is constituted by a wire brush 12 and a viscous filler 13 such as grease filled behind the wire brush 12 through a supply pipe 14, and the rest is the same as in the previous embodiment. be. In this case, the wire brush 12 and the filler 13 work together to maintain water impermeability between the end frame 2 and the formwork 3.
上記実施例は単なる例示にすぎず、この発明は種々の変
形が可能である。The above embodiments are merely illustrative, and the present invention can be modified in various ways.
(発明の効果)
以上のようにこの発明によれば、妻枠と型枠との間にお
いてコンクリートの漏洩を防止する後部シール部材を配
置したうえ、その前方に漏水を防止する前部シール部材
を配置したので、高地下水圧のもとでも漏水を確実に防
止することができ、施工を安全に行うことができる。(Effects of the Invention) As described above, according to the present invention, a rear seal member for preventing leakage of concrete is arranged between the end frame and the formwork, and a front seal member for preventing water leakage is arranged in front of the rear seal member for preventing leakage of water. With this arrangement, water leakage can be reliably prevented even under high groundwater pressure, and construction can be carried out safely.
第1図はこの発明の一実施例を示す断面図、第2図は別
の実施例を示す断面図、第3図は従来例を示す断面図。FIG. 1 is a sectional view showing one embodiment of the present invention, FIG. 2 is a sectional view showing another embodiment, and FIG. 3 is a sectional view showing a conventional example.
Claims (1)
に配置される筒状の型枠の外周面との間を摺動可能に設
けられた環状の妻枠を有し、妻枠の内周に型枠の外周面
との間を閉塞するシール部材が設けられたシールド掘進
機において、前記シール部材はシールド本体の軸方向の
前後に二重に配置され、前部シール部材は不透水性であ
り、後部シール部材はコンクリート不透過性であること
を特徴とするシールド掘進機における妻枠のパッキング
装置。1. It has an annular end frame that is slidable between the inner circumferential surface of the tail portion of the shield body and the outer circumferential surface of a cylindrical formwork placed inside the tail portion, and In a shield excavator in which a sealing member is provided on the inner periphery to close the space between the sealing member and the outer peripheral surface of the formwork, the sealing member is arranged twice at the front and back in the axial direction of the shield body, and the front sealing member is water-impermeable. 1. A packing device for a gable in a shield excavator, characterized in that the rear seal member is impermeable to concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62118648A JPS63284398A (en) | 1987-05-14 | 1987-05-14 | Packing device for gable frame in shield excavator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62118648A JPS63284398A (en) | 1987-05-14 | 1987-05-14 | Packing device for gable frame in shield excavator |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63284398A true JPS63284398A (en) | 1988-11-21 |
Family
ID=14741759
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62118648A Pending JPS63284398A (en) | 1987-05-14 | 1987-05-14 | Packing device for gable frame in shield excavator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63284398A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH035596A (en) * | 1989-05-31 | 1991-01-11 | Maeda Corp | Back-filling application |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5719492A (en) * | 1980-07-07 | 1982-02-01 | Nippon Telegraph & Telephone | System of sealing tail section for shielded excavator |
-
1987
- 1987-05-14 JP JP62118648A patent/JPS63284398A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5719492A (en) * | 1980-07-07 | 1982-02-01 | Nippon Telegraph & Telephone | System of sealing tail section for shielded excavator |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH035596A (en) * | 1989-05-31 | 1991-01-11 | Maeda Corp | Back-filling application |
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