JPH02106096U - - Google Patents

Info

Publication number
JPH02106096U
JPH02106096U JP1195989U JP1195989U JPH02106096U JP H02106096 U JPH02106096 U JP H02106096U JP 1195989 U JP1195989 U JP 1195989U JP 1195989 U JP1195989 U JP 1195989U JP H02106096 U JPH02106096 U JP H02106096U
Authority
JP
Japan
Prior art keywords
shield
tail
tapered
sealing material
contract
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
Application number
JP1195989U
Other languages
Japanese (ja)
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP1195989U priority Critical patent/JPH02106096U/ja
Publication of JPH02106096U publication Critical patent/JPH02106096U/ja
Pending legal-status Critical Current

Links

Description

【図面の簡単な説明】[Brief explanation of drawings]

第1図は全体の断面図、第2図は要部の拡大断
面図、第3図は中空シール材の斜視図を示すもの
である。 3……シールド掘削機、10……シールドテー
ル、11……テーパーテール、12……中空シー
ル材、13……流体ホース。
FIG. 1 is an overall sectional view, FIG. 2 is an enlarged sectional view of essential parts, and FIG. 3 is a perspective view of the hollow sealing material. 3... Shield excavator, 10... Shield tail, 11... Tapered tail, 12... Hollow sealing material, 13... Fluid hose.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] シールド掘削機のシールドテールの後部の一定
幅を後端の厚さが薄くなるように勾配を持たせて
テーパーテールとするとともに、該テーパー部に
幅広で複数の区画に分割した中空シール材を取り
付け、その区画ごとに流体ホースを連結して膨張
・収縮させることを特徴とする現場打ちコンクリ
ートライニングシールド工法における止水装置。
A constant width at the rear of the shield tail of a shield excavator is made into a tapered tail with a slope such that the thickness at the rear end becomes thinner, and a wide hollow sealing material divided into multiple sections is attached to the tapered part. , a water stop device for the cast-in-place concrete lining shield construction method, which is characterized by connecting a fluid hose to each section to expand and contract.
JP1195989U 1989-02-03 1989-02-03 Pending JPH02106096U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1195989U JPH02106096U (en) 1989-02-03 1989-02-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1195989U JPH02106096U (en) 1989-02-03 1989-02-03

Publications (1)

Publication Number Publication Date
JPH02106096U true JPH02106096U (en) 1990-08-23

Family

ID=31220975

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1195989U Pending JPH02106096U (en) 1989-02-03 1989-02-03

Country Status (1)

Country Link
JP (1) JPH02106096U (en)

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