JPH045598Y2 - - Google Patents
Info
- Publication number
- JPH045598Y2 JPH045598Y2 JP1984128586U JP12858684U JPH045598Y2 JP H045598 Y2 JPH045598 Y2 JP H045598Y2 JP 1984128586 U JP1984128586 U JP 1984128586U JP 12858684 U JP12858684 U JP 12858684U JP H045598 Y2 JPH045598 Y2 JP H045598Y2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- seal
- main
- shield
- auxiliary
- 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
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は、シールド掘進機を発進立坑より発
進させる際に、坑壁の発進口とシールド掘進機ま
たはセグメントの外周面との間に生ずる隙間を通
して地下水などが立坑内に噴出するのを防止する
ためのシール装置に関する。[Detailed description of the invention] [Industrial application field] This invention is designed to reduce the gap that occurs between the starting port of the mine wall and the outer circumferential surface of the shield tunneling machine or segment when the shield tunneling machine is launched from the starting shaft. This invention relates to a sealing device for preventing underground water from gushing into a shaft.
〔従来技術と問題点〕
シールド工法、とくに泥水加圧式シールド工法
において、発進立坑の発進口にシール装置を採用
することが不可欠である。[Prior art and problems] In the shield method, especially the mud pressurized shield method, it is essential to employ a seal device at the starting entrance of the starting shaft.
従来よりシール装置としては、一般に、第1図
に示すように耐圧性を考慮した厚目の環状弾性シ
ール板Aが多用されている。 Conventionally, as a sealing device, a thick annular elastic sealing plate A with pressure resistance in mind, as shown in FIG. 1, has been commonly used.
しかしながら、このシール板Aは普通、硬目の
天然ゴムまたは合成ゴムの厚板を使用しているの
で、シールド掘進機、とくに急曲線施工用の段差
を有する中折型シールド掘進機の外周面に対する
追従性がきわめてよくない。そのため、シール板
Aとシールド掘進機外周面との隙間から、地山の
高被圧水、シールド工事中においては高加圧泥水
あるいは高加圧裏込モルタルなどが噴出して全量
止め切れずに失敗することが多々あつた。また、
シールド掘進機の外周面に対する追従性をよくす
るために軟か目のシール板を用いると耐久性に難
があり破損してしまうなどの問題があつた。 However, since this seal plate A is usually made of a thick plate of hard natural rubber or synthetic rubber, it cannot be used on the outer peripheral surface of a shield excavator, especially a folding type shield excavator with a step for construction on a sharp curve. Trackability is extremely poor. Therefore, from the gap between the seal plate A and the outer circumferential surface of the shield excavator, highly pressurized water from the ground, highly pressurized mud water, or highly pressurized backfill mortar during shield construction may gush out and the entire amount cannot be stopped. There were many failures. Also,
When a soft-mesh seal plate is used to improve its ability to follow the outer peripheral surface of a shield tunneling machine, there are problems such as poor durability and breakage.
この考案は前述の問題をきわめて容易に地下水
などの噴出を防止できるシールド発進立坑のシー
ル装置を提供することを目的とする。
The object of this invention is to provide a sealing device for a shield starting shaft that can solve the above-mentioned problem and prevent the eruption of groundwater etc. very easily.
上記目的を達成するため、この考案はシールド
掘進機を発進すべく立坑の発進口周辺部の坑壁前
面に外周縁を固着させるエントランスパツキング
であつて、このエントランスパツキングは、前記
シールド掘進機またはセグメントの進行方向の後
部側でその外周面に摺接する環状シール主板と、
このシール主板と前記坑壁との間に設置され、該
シール主板に同軸上に接着され、前記シール主板
の摺接位置よりもシールド掘進機の掘進方向側で
前記シールド掘進機またはセグメントの外周に摺
接する環状シール補助板とを有し、前記シール主
板およびシール補助板はそれぞれ弾性部材から形
成され、かつ、前記シール主板の内径は、前記シ
ールド掘進機の外径よりも小径であつて、前記シ
ール補助板の内径は、このシール主板の内径より
も小径に形成されるとともに、前記シール主板の
厚みを前記シール補助板よりも厚くしたことを特
徴とする。
In order to achieve the above object, this invention is an entrance packing that fixes the outer periphery to the front surface of the shaft wall around the starting mouth of a shaft for starting the shield excavator. or an annular seal main plate that slides into contact with the outer peripheral surface of the segment on the rear side in the traveling direction;
It is installed between this main seal plate and the mine wall, is coaxially adhered to the main seal plate, and is attached to the outer periphery of the shield excavator or segment on the side in the excavation direction of the shield excavator from the sliding contact position of the main seal plate. an annular seal auxiliary plate in sliding contact with each other, the main seal plate and the auxiliary seal plate are each formed of an elastic member, and the inner diameter of the main seal plate is smaller than the outer diameter of the shield tunneling machine; The inner diameter of the auxiliary seal plate is smaller than the inner diameter of the main seal plate, and the main seal plate is thicker than the auxiliary seal plate.
以下、この考案を図示の例によつて詳細に説明
する。
This invention will be explained in detail below using illustrated examples.
第2図、第3図において、1は発進立坑で、囲
繞状の坑壁2により構成されている。 In FIGS. 2 and 3, reference numeral 1 denotes a starting shaft, which is composed of a surrounding shaft wall 2.
坑壁2にはシールド掘進機3を発進すべく位置
に発進口4が設けられている。 A starting port 4 is provided in the pit wall 2 at a position for starting the shield excavator 3.
立坑1の発進口4周辺部の坑壁2前面には、エ
ントランスパツキングたるシール装置5がその外
周縁を押え板6を介してボルト7などで締着され
ている。シール装置5は内径をシールド掘進機3
の外径より小径となすように外側に位置した耐圧
型の厚目の環状弾性シール主板8と、内径を前記
シール主板8の内径より小径となすように内側に
位置した薄目の環状弾性シール補助板9とからな
り、シール主板8とシール補助板9との間に同軸
的に接着している。なお、シール主板8・シール
補助板9は弾力性を有するものであれば何でもよ
く、天然ゴム製あるいは合成ゴム製が好例であ
る。 On the front side of the shaft wall 2 in the vicinity of the starting port 4 of the shaft 1, a sealing device 5 serving as an entrance packing is fastened at its outer peripheral edge with bolts 7 or the like via a presser plate 6. The seal device 5 shields the inner diameter of the excavator 3
a pressure-resistant thick annular elastic seal main plate 8 located on the outside so as to have a smaller diameter than the outer diameter of the seal main plate 8; and a thin annular elastic seal auxiliary located on the inside so that the inner diameter is smaller than the inner diameter of the seal main plate 8. The main seal plate 8 and the auxiliary seal plate 9 are coaxially bonded to each other. The main seal plate 8 and the auxiliary seal plate 9 may be made of any material as long as it has elasticity, and natural rubber or synthetic rubber is a good example.
しかして、シールド掘進機3を立坑1より発進
させるには、まずシールド掘進機3前部をシール
装置5の開口に挿入させながら、シールド掘進機
3外周面にシール装置5のシール主板8の内周
縁、ついでシール補助板9の内周縁を弾力的に接
触させて発進口4内に設置させる。その後は、常
法に従つてシールド掘進機3が発進される。すな
わち、厚目の耐圧型シール主板8がシールド掘進
機3の外周面に弾力的に接触し、ついでなお存在
する隙間にはあとに続く薄目の軟かいシール補助
板9がシールするのである。 Therefore, in order to launch the shield tunneling machine 3 from the shaft 1, first insert the front part of the shield tunneling machine 3 into the opening of the sealing device 5, and then insert the inner part of the seal main plate 8 of the sealing device 5 into the outer peripheral surface of the shielding machine 3. The peripheral edge and then the inner peripheral edge of the seal auxiliary plate 9 are brought into elastic contact and installed in the starting port 4. After that, the shield excavator 3 is started according to the usual method. That is, the thick pressure-resistant main seal plate 8 comes into elastic contact with the outer circumferential surface of the shield tunneling machine 3, and then the subsequent thin, soft seal auxiliary plate 9 seals the gap that still exists.
さらに、シールド掘進機3が掘進するに従い、
セグメント10との段差に対してもシール装置5
の復元力によつて前述と同様にしてきわめて有効
にシールされるのである。 Furthermore, as the shield excavator 3 excavates,
The sealing device 5 also applies to the level difference with the segment 10.
Due to its restoring force, the seal is very effectively sealed in the same manner as described above.
ちなみに、厚さ25mmのゴムシール主板8に厚さ
6mmのシール補助板9を接着して用いると、地下
水などの噴出が大幅に減少されることが施工的に
確認された。 Incidentally, it has been confirmed in construction that when a 6 mm thick auxiliary seal plate 9 is bonded to a 25 mm thick rubber seal main plate 8, the outflow of groundwater etc. is significantly reduced.
ところで、シールド掘進機3を発進口4内に設
置させる際に、薄目のシール補助板9がその内周
縁において、シールド掘進機3前面の外周ビツト
11に引掛つて破損する恐れがあるので、予め滑
り材(図示せず)を貼着あるいは塗布することが
好ましい。なお、12は床版である。 By the way, when installing the shield tunneling machine 3 in the starting port 4, there is a risk that the thin sealing auxiliary plate 9 may get caught on the outer circumferential bit 11 on the front surface of the shield tunneling machine 3 at its inner peripheral edge and be damaged, so be careful not to slip in advance. Preferably, a material (not shown) is attached or applied. Note that 12 is a floor slab.
この考案によれば、シールド掘進機外周面に厚
目の環状弾性シール主板の内周縁と、そのシール
主板の内径より小径の内径を有して同軸的に接着
される薄目の環状弾性シール補助板の内周縁とを
順々に弾力的に接触させたから、地下水などの噴
出をきわめて容易に防止することができるので、
発進立坑内での施工性、作業環境などが良好に維
持できる。
According to this invention, the inner peripheral edge of the thick annular elastic seal main plate and the thin annular elastic seal auxiliary plate, which has an inner diameter smaller than the inner diameter of the seal main plate, are coaxially bonded to the outer peripheral surface of the shield tunneling machine. Since the inner peripheral edge of the base is brought into elastic contact with the inner peripheral edge of the
Good workability and work environment can be maintained inside the starting shaft.
第1図は従来の発進立坑の坑壁前面に固着され
たシール装置の一部の概略縦断側面図、第2図は
本考案に係る発進立坑の坑壁前面に固着されたシ
ール装置の一部の概略縦断側面図、第3図は本考
案に係る発進立坑より発進するシールド掘進機と
発進立坑の坑壁前面に固着されたシール装置の状
況を示す概略縦断側面図である。
1……発進立坑、2……坑壁、3……シールド
掘進機、4……発進口、5……シール装置、6…
…押え板、8……環状弾性シール主板、9……環
状弾性シール補助板。
Fig. 1 is a schematic longitudinal sectional side view of a part of a conventional sealing device fixed to the front side of a shaft wall of a starting shaft, and Fig. 2 is a part of a sealing device fixed to the front side of a pit wall of a starting shaft according to the present invention. FIG. 3 is a schematic vertical side view showing the state of the shield tunneling machine launched from the starting shaft according to the present invention and the seal device fixed to the front surface of the shaft wall of the starting shaft. 1... Starting shaft, 2... Pit wall, 3... Shield excavator, 4... Starting port, 5... Seal device, 6...
... Pressing plate, 8... Annular elastic seal main plate, 9... Annular elastic seal auxiliary plate.
Claims (1)
部の坑壁前面に外周縁を固着させるエントランス
パツキングであつて、このエントラスパツキング
は、前記シールド掘進機またはセグメントの進行
方向の後部側でその外周面に摺接する環状シール
主板と、このシール主板と前記坑壁との間に設置
され、該シール主板に同軸上に接着され、前記シ
ール主板の摺接位置よりもシールド掘進機の掘進
方向側で前記シールド掘進機またはセグメントの
外周に摺接する環状シール補助板とを有し、前記
シール主板およびシール補助板はそれぞれ弾性部
材から形成され、かつ、前記シール主板の内径
は、前記シールド掘進機の外径よりも小径であつ
て、前記シール補助板の内径は、このシール主板
の内径よりも小径に形成されるとともに、前記シ
ール主板の厚みを前記シール補助板よりも厚くし
たことを特徴とするシールド発進立坑のシール装
置。 Entrance packing is an entrance packing that fixes the outer periphery to the front side of the shaft wall near the starting entrance of a shaft to start the shield machine, and this entrance packing is performed on the rear side of the shield machine or segment in the direction of movement. An annular seal main plate that is in sliding contact with the outer circumferential surface, and an annular seal main plate that is installed between this seal main plate and the tunnel wall, is coaxially adhered to the seal main plate, and is closer to the direction of excavation of the shield excavator than the sliding contact position of the seal main plate. and an annular seal auxiliary plate that slides on the outer periphery of the shield tunneling machine or the segment, the main seal plate and the auxiliary seal plate are each formed of an elastic member, and the inner diameter of the main seal plate is the same as that of the shield tunneling machine. The auxiliary seal plate has a smaller diameter than the outer diameter, and the inner diameter of the auxiliary seal plate is smaller than the inner diameter of the main seal plate, and the main seal plate is thicker than the auxiliary seal plate. Seal device for shield launch shaft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12858684U JPS6145492U (en) | 1984-08-27 | 1984-08-27 | Seal device for shield starting shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12858684U JPS6145492U (en) | 1984-08-27 | 1984-08-27 | Seal device for shield starting shaft |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6145492U JPS6145492U (en) | 1986-03-26 |
| JPH045598Y2 true JPH045598Y2 (en) | 1992-02-17 |
Family
ID=30687213
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12858684U Granted JPS6145492U (en) | 1984-08-27 | 1984-08-27 | Seal device for shield starting shaft |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6145492U (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01270169A (en) * | 1988-04-21 | 1989-10-27 | Nippon Telegr & Teleph Corp <Ntt> | Language analyzer |
| JPH0617914Y2 (en) * | 1988-07-28 | 1994-05-11 | 株式会社金澤製作所 | Seal plate for opening |
| JP3205763B2 (en) * | 1995-10-05 | 2001-09-04 | 鹿島建設株式会社 | Entrance packing of shield method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5111404B2 (en) * | 1972-10-31 | 1976-04-10 |
-
1984
- 1984-08-27 JP JP12858684U patent/JPS6145492U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6145492U (en) | 1986-03-26 |
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