JPS623844U - - Google Patents

Info

Publication number
JPS623844U
JPS623844U JP9638985U JP9638985U JPS623844U JP S623844 U JPS623844 U JP S623844U JP 9638985 U JP9638985 U JP 9638985U JP 9638985 U JP9638985 U JP 9638985U JP S623844 U JPS623844 U JP S623844U
Authority
JP
Japan
Prior art keywords
sheath
corrugated
corrugations
vertical grooves
pipe wall
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.)
Granted
Application number
JP9638985U
Other languages
Japanese (ja)
Other versions
JPH0324666Y2 (en
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 JP9638985U priority Critical patent/JPH0324666Y2/ja
Publication of JPS623844U publication Critical patent/JPS623844U/ja
Application granted granted Critical
Publication of JPH0324666Y2 publication Critical patent/JPH0324666Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Description

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

第1図は本考案のコルゲートシースを用いた永
久地山アンカーの仮定着状態を示す一部縦断側面
図、第2図はコルゲートシースの一部の側面図、
第3図は第2図―線に沿う横断正面図、第4
図は第3図―線に沿う縦断側面図。 Aはアンカー頭部、Bは緊張部、Cは定着部、
1は束ね鋼線、12はコルゲートシース、12a
は山、12bは谷、12cは縦溝。
Fig. 1 is a partial longitudinal side view showing a temporary anchoring state of a permanent ground anchor using the corrugated sheath of the present invention, Fig. 2 is a partial side view of the corrugated sheath,
Figure 3 is a cross-sectional front view along the line of Figure 2;
The figure is Figure 3 - a longitudinal cross-sectional side view along the line. A is the anchor head, B is the tension part, C is the anchorage part,
1 is a bundled steel wire, 12 is a corrugated sheath, 12a
is a mountain, 12b is a valley, and 12c is a vertical groove.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地山アンカーの定着部の引張鋼材を被覆するコ
ルゲートシースにおいて、その内周面に管壁の波
形を横切る縦溝を管の全長にわたつて形成して、
波形によるシース内周面の凹部を互いに連続させ
、かつ縦溝の底と管壁の波形の頂点を一致させた
ことを特徴とする地山アンカー用コルゲートシー
ス。
In the corrugated sheath that covers the tensile steel material of the anchorage part of the earth anchor, vertical grooves are formed on the inner circumferential surface of the sheath that cross the corrugated shape of the pipe wall over the entire length of the pipe,
A corrugated sheath for a rock anchor, characterized in that concave portions of the inner peripheral surface of the sheath formed by corrugations are continuous with each other, and the bottoms of the vertical grooves and the apexes of the corrugations of the pipe wall are made to coincide.
JP9638985U 1985-06-25 1985-06-25 Expired JPH0324666Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9638985U JPH0324666Y2 (en) 1985-06-25 1985-06-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9638985U JPH0324666Y2 (en) 1985-06-25 1985-06-25

Publications (2)

Publication Number Publication Date
JPS623844U true JPS623844U (en) 1987-01-10
JPH0324666Y2 JPH0324666Y2 (en) 1991-05-29

Family

ID=30655841

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9638985U Expired JPH0324666Y2 (en) 1985-06-25 1985-06-25

Country Status (1)

Country Link
JP (1) JPH0324666Y2 (en)

Also Published As

Publication number Publication date
JPH0324666Y2 (en) 1991-05-29

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