JPH0457600U - - Google Patents

Info

Publication number
JPH0457600U
JPH0457600U JP9809090U JP9809090U JPH0457600U JP H0457600 U JPH0457600 U JP H0457600U JP 9809090 U JP9809090 U JP 9809090U JP 9809090 U JP9809090 U JP 9809090U JP H0457600 U JPH0457600 U JP H0457600U
Authority
JP
Japan
Prior art keywords
formwork
crimping
self
stop member
end stop
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
JP9809090U
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 JP9809090U priority Critical patent/JPH0457600U/ja
Publication of JPH0457600U publication Critical patent/JPH0457600U/ja
Pending legal-status Critical Current

Links

Description

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

第1図は本考案の圧着型枠装置の正面図、第2
図は同側面図、第3図は要部拡大断面図、第4図
はスライド板を設けた要部拡大断面図、第5図は
従来の覆工型枠装置の断面図である。 尚、図中、1……圧着型枠装置、2……自走台
車、6……型枠、7……コンクリート打設孔、8
……妻止部材、である。
Figure 1 is a front view of the crimp formwork device of the present invention, Figure 2 is a front view of the crimp formwork device of the present invention;
3 is an enlarged sectional view of the main part, FIG. 4 is an enlarged sectional view of the main part provided with a slide plate, and FIG. 5 is a sectional view of a conventional lining formwork apparatus. In addition, in the figure, 1... crimping formwork device, 2... self-propelled trolley, 6... formwork, 7... concrete casting hole, 8
...This is the end stop member.

Claims (1)

【実用新案登録請求の範囲】 (1) トンネルの一次覆工に使用され、自走台車
と、該自走台車に駆動手段で拡縮自在に装着され
た型枠と、該型枠の所望箇所に穿設されたコンク
リート打設孔とからなる圧着型枠装置において、
前記型枠の切羽側前面に前方上側へ傾斜した妻止
部材を設けたことを特徴とする圧着型枠装置。 (2) 前記妻止部材が前方へスライドすることを
特徴とする実用新案登録請求の範囲第1項記載の
圧着型枠装置。
[Scope of Claim for Utility Model Registration] (1) Used for the primary lining of a tunnel, a self-propelled bogie, a formwork attached to the self-propelled bogie so that it can be expanded and contracted by a drive means, and a formwork that can be attached to a desired location on the formwork. In a crimp formwork device consisting of a drilled concrete pouring hole,
A crimping formwork device characterized in that an end stop member inclined forward and upward is provided on the front face side of the formwork. (2) The crimping formwork device according to claim 1, wherein the end stop member slides forward.
JP9809090U 1990-09-20 1990-09-20 Pending JPH0457600U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9809090U JPH0457600U (en) 1990-09-20 1990-09-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9809090U JPH0457600U (en) 1990-09-20 1990-09-20

Publications (1)

Publication Number Publication Date
JPH0457600U true JPH0457600U (en) 1992-05-18

Family

ID=31838999

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9809090U Pending JPH0457600U (en) 1990-09-20 1990-09-20

Country Status (1)

Country Link
JP (1) JPH0457600U (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01116196A (en) * 1987-10-27 1989-05-09 Mitsui Constr Co Ltd Gable stop formwork for tunnel
JPH024052A (en) * 1988-06-20 1990-01-09 Nissan Motor Co Ltd Method for checking communication abnormality
JPH03208994A (en) * 1990-01-11 1991-09-12 Mitsui Constr Co Ltd Construction of tunnel lining

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01116196A (en) * 1987-10-27 1989-05-09 Mitsui Constr Co Ltd Gable stop formwork for tunnel
JPH024052A (en) * 1988-06-20 1990-01-09 Nissan Motor Co Ltd Method for checking communication abnormality
JPH03208994A (en) * 1990-01-11 1991-09-12 Mitsui Constr Co Ltd Construction of tunnel lining

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