JPS63136091U - - Google Patents

Info

Publication number
JPS63136091U
JPS63136091U JP2554087U JP2554087U JPS63136091U JP S63136091 U JPS63136091 U JP S63136091U JP 2554087 U JP2554087 U JP 2554087U JP 2554087 U JP2554087 U JP 2554087U JP S63136091 U JPS63136091 U JP S63136091U
Authority
JP
Japan
Prior art keywords
cutter head
earth pressure
head chamber
pressure
mud
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
JP2554087U
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 JP2554087U priority Critical patent/JPS63136091U/ja
Publication of JPS63136091U publication Critical patent/JPS63136091U/ja
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

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

図面はこの考案の一実施例を示し、第1図は泥
しようシールド掘進機の断面図、第2図は同正面
図、第3図はこの装置の回路図である。 1はシールド掘進機本体、3はカツタヘツド、
6はカツタヘツドチヤンバ。
The drawings show one embodiment of this invention; FIG. 1 is a sectional view of a mud shield excavator, FIG. 2 is a front view thereof, and FIG. 3 is a circuit diagram of this device. 1 is the shield tunneling machine body, 3 is the cut head,
6 is katsutahetsudo chiamba.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] シールド掘進機本体1の前部に設けられたカツ
タヘツド3の後方に密閉構造のカツタヘツドチヤ
ンバ6を設けて、このカツタヘツドチヤンバ6内
の土圧と切羽土圧をバランスさせながら掘進する
泥しようシールド掘進機において、上記カツタヘ
ツドチヤンバ6内にエア圧を供給してカツタヘツ
ドチヤンバ6内の土圧の保持と土圧の検出を行う
と共に、カツタヘツドチヤンバ6内の土圧が低下
した場合泥しよう材を注入して土圧を回復するよ
うにしてなる泥しようシールド掘進機の土圧制御
装置。
A cutter head chamber 6 with a sealed structure is provided behind the cutter head 3 provided at the front of the shield excavator main body 1, and the mud is excavated while balancing the earth pressure inside the cutter head chamber 6 and the earth pressure at the face. In the shield tunnel excavator, air pressure is supplied to the cutter head chamber 6 to maintain and detect the earth pressure in the cutter head chamber 6, and also to detect the earth pressure in the cutter head chamber 6. An earth pressure control device for a mud shield excavator that restores earth pressure by injecting soil pressure when it has decreased.
JP2554087U 1987-02-25 1987-02-25 Pending JPS63136091U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2554087U JPS63136091U (en) 1987-02-25 1987-02-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2554087U JPS63136091U (en) 1987-02-25 1987-02-25

Publications (1)

Publication Number Publication Date
JPS63136091U true JPS63136091U (en) 1988-09-07

Family

ID=30825789

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2554087U Pending JPS63136091U (en) 1987-02-25 1987-02-25

Country Status (1)

Country Link
JP (1) JPS63136091U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006214189A (en) * 2005-02-04 2006-08-17 Ohbayashi Corp Additive injection method for use in shielding method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006214189A (en) * 2005-02-04 2006-08-17 Ohbayashi Corp Additive injection method for use in shielding method
JP4617909B2 (en) * 2005-02-04 2011-01-26 株式会社大林組 Injection method of additives in shield method

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