JPH072795Y2 - Existing tunnel lining structure - Google Patents
Existing tunnel lining structureInfo
- Publication number
- JPH072795Y2 JPH072795Y2 JP2281991U JP2281991U JPH072795Y2 JP H072795 Y2 JPH072795 Y2 JP H072795Y2 JP 2281991 U JP2281991 U JP 2281991U JP 2281991 U JP2281991 U JP 2281991U JP H072795 Y2 JPH072795 Y2 JP H072795Y2
- Authority
- JP
- Japan
- Prior art keywords
- existing tunnel
- repair material
- lining repair
- steel
- steel 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 - Lifetime
Links
Landscapes
- Butt Welding And Welding Of Specific Article (AREA)
- Prevention Of Electric Corrosion (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、例えば上水道、工業用
水道、農業用水道、水力発電用水道、下水道等の水路と
して用いられている馬蹄形の既設トンネルが老朽化した
場合、その既設トンネルを補修する内張構造に関するも
のである。[Industrial field of application] The present invention, for example, when an existing horseshoe-shaped tunnel used as a waterway for water supply, industrial water supply, agricultural water supply, water supply for hydroelectric power generation, sewerage, etc. is deteriorated, It concerns the lining structure to be repaired.
【0002】[0002]
【従来の技術】従来、老朽化した例えば水路用の既設ト
ンネルを補修する手段として、既設トンネルの内周面に
沿い、鋼製底部内張補修材と鋼製上部内張補修材とを組
立てて、各内張補修材相互を溶接接合し、既設トンネル
と内張補修材との間隙にモルタルあるいはコンクリート
等のグラウト材を充填するようにしたものが、特開平1
-97724号公報に開示されている。2. Description of the Related Art Conventionally, as a means for repairing an existing tunnel that has deteriorated, for example, for waterways, a steel bottom lining repair material and a steel upper lining repair material are assembled along the inner peripheral surface of the existing tunnel. Japanese Patent Application Laid-Open No. HEI-1 is a Japanese Patent Application Laid-Open No. HEI-1.
-97724.
【0003】[0003]
【考案が解決しようとする課題】ところで、前記内張補
修材の外面は無塗装か、あるいは塗装されていても溶接
部の近傍は無塗装であったり、または外面が全面塗装さ
れていても、溶接部近傍の塗膜は溶接熱により焼損した
状態になっていること、およびグラウト材を充填して
も、内張補修材の外面を均一に被覆することは困難であ
ることから、内張補修材に局部的な腐食を生じ、内張補
修材の寿命を短くする問題がある。By the way, the outer surface of the lining repair material is unpainted, or even if it is painted, the vicinity of the weld is unpainted, or even if the outer surface is entirely painted, Since the coating film near the weld is burned out by the welding heat and it is difficult to evenly coat the outer surface of the lining repair material with the grout material, There is a problem that the material is locally corroded and the life of the lining repair material is shortened.
【0004】[0004]
【課題を解決するための手段】本考案は、前記従来の問
題を解決すべくなしたものであって、その要旨とすると
ころは、既設トンネルの内周面に沿って設置される鋼製
内張補修材の外面に、予め所要数の流電陽極を取付けて
おき、この鋼製内張補修材を既設トンネル内に組立てて
溶接接合し、既設トンネルと鋼製内張補修材との間隙に
グラウト材を充填した既設トンネルの内張構造にある。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and the gist of the present invention is to make a steel inner pipe installed along the inner peripheral surface of an existing tunnel. Attach a required number of galvanic anodes to the outer surface of the tension repair material in advance, assemble this steel lining repair material into the existing tunnel and weld it together, and create a gap between the existing tunnel and the steel lining repair material. It is in the lining structure of an existing tunnel filled with grout material.
【0005】[0005]
【作用】前記本考案の如く、既設トンネルの内周面に沿
って設置される鋼製内張補修材の外面に、予め所要数の
流電陽極を取付けておくことにより、流電陽極から流出
した防食電流が、電解質としての水またはグラウト材を
介して鋼製内張補修材外面の無塗装部あるいは塗膜の欠
陥部へ流入するので、鋼製内張補修材外面の無塗装部あ
るいは塗膜の欠陥部等における局部的腐食を防止するこ
とができる。As described above, according to the present invention, by attaching a required number of galvanic anodes to the outer surface of the steel lining repair material installed along the inner peripheral surface of the existing tunnel, the leakage from the galvanic anodes can be prevented. Corrosion protection current flows into the unpainted part on the outer surface of the steel lining repair material or the defective part of the coating film through water as an electrolyte or grout material. It is possible to prevent local corrosion in a defective portion of the film.
【0006】[0006]
【実施例】図1、図2において、1は、補修すべき馬蹄
形の水路用既設トンネル、2は、上記既設トンネル1の
内周面に沿って設置された鋼製内張補修材であり、この
内張補修材2は、底部内張補修材2aと上部内張補修材2b
とからなり、両者は溶接線2cにおいて溶接接合されてい
る。1 and 2, 1 is an existing tunnel for a horseshoe-shaped waterway to be repaired, 2 is a steel lining repair material installed along the inner peripheral surface of the existing tunnel 1, This lining repair material 2 comprises a bottom lining repair material 2a and an upper lining repair material 2b.
And are welded together at the weld line 2c.
【0007】前記鋼製内張補修材2の外面には、予め所
要数の流電陽極3が取付けられており、前記既設トンネ
ル1と鋼製内張補修材2との間隙にはモルタルあるいは
コンクリート等のグラウト材4が充填されている。A required number of galvanic anodes 3 are preliminarily attached to the outer surface of the steel lining repair material 2, and mortar or concrete is placed in the gap between the existing tunnel 1 and the steel lining repair material 2. Are filled with grout material 4.
【0008】[0008]
【考案の効果】前記本考案の如く、既設トンネルの内周
面に沿って、外面に所要数の流電陽極を取付けた鋼製内
張補修材を設置し、既設トンネルと鋼製内張補修材との
間隙にグラウト材を充填したので、流電陽極から流出し
た防食電流が、電解質としての水またはグラウト材を介
して鋼製内張補修材外面の無塗装部あるいは塗膜の欠陥
部へ流入し、鋼製内張補修材外面の無塗装部あるいは塗
膜の欠陥部等における局部的腐食を防止することがで
き、従って鋼製内張補修材の寿命を著しく延長すること
ができる。[Effects of the Invention] As in the present invention, a steel lining repair material having a required number of galvanic anodes is installed on the outer surface along the inner peripheral surface of the existing tunnel to repair the existing tunnel and steel lining. Since the grout material is filled in the gap with the material, the anticorrosion current flowing out from the galvanic anode is passed through water as the electrolyte or the grout material to the unpainted part on the outer surface of the steel lined repair material or the defective part of the coating film. It is possible to prevent local corrosion in the unpainted portion of the outer surface of the steel lining repair material, the defective portion of the coating film, and the like, and therefore, the life of the steel lining repair material can be remarkably extended.
【図1】本考案の実施例を示す切欠き斜視図である。FIG. 1 is a cutaway perspective view showing an embodiment of the present invention.
【図2】図1における端面図である。FIG. 2 is an end view of FIG.
1 馬蹄形の水路用既設トンネル 2 鋼製内張補修材 2a 底部内張補修材 2b 上部内張補修材 2c 溶接線 3 流電陽極 4 グラウト材 1 Existing tunnel for horseshoe-shaped waterway 2 Steel lining repair material 2a Bottom lining repair material 2b Top lining repair material 2c Welding line 3 Galvanic anode 4 Grout material
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E21D 11/00 A 7635−2D F16L 1/00 P (56)参考文献 特開 平1−97724(JP,A) 特開 平1−263395(JP,A) 特開 昭61−31599(JP,A) 特開 昭63−201297(JP,A)─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification number Internal reference number FI Technical display location E21D 11/00 A 7635-2D F16L 1/00 P (56) Reference JP-A-1-97724 ( JP, A-JP-A 1-263395 (JP, A) JP-A 61-31599 (JP, A) JP-A 63-201297 (JP, A)
Claims (1)
る鋼製内張補修材の外面に、予め所要数の流電陽極を取
付けておき、この鋼製内張補修材を既設トンネル内に組
立てて溶接接合し、既設トンネルと鋼製内張補修材との
間隙にグラウト材を充填して成る既設トンネルの内張構
造。1. A required number of galvanic anodes are previously attached to the outer surface of a steel lining repair material installed along the inner peripheral surface of an existing tunnel, and the steel lining repair material is installed in the existing tunnel. The lining structure of the existing tunnel, which is assembled and welded together and filled with grout material in the gap between the existing tunnel and the steel lining repair material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2281991U JPH072795Y2 (en) | 1991-03-14 | 1991-03-14 | Existing tunnel lining structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2281991U JPH072795Y2 (en) | 1991-03-14 | 1991-03-14 | Existing tunnel lining structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04113000U JPH04113000U (en) | 1992-10-01 |
JPH072795Y2 true JPH072795Y2 (en) | 1995-01-25 |
Family
ID=31908230
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2281991U Expired - Lifetime JPH072795Y2 (en) | 1991-03-14 | 1991-03-14 | Existing tunnel lining structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH072795Y2 (en) |
-
1991
- 1991-03-14 JP JP2281991U patent/JPH072795Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH04113000U (en) | 1992-10-01 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19950718 |
|
EXPY | Cancellation because of completion of term |