JPS6281631U - - Google Patents

Info

Publication number
JPS6281631U
JPS6281631U JP17063985U JP17063985U JPS6281631U JP S6281631 U JPS6281631 U JP S6281631U JP 17063985 U JP17063985 U JP 17063985U JP 17063985 U JP17063985 U JP 17063985U JP S6281631 U JPS6281631 U JP S6281631U
Authority
JP
Japan
Prior art keywords
protrusion
bent
wall surface
hole
precast concrete
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
JP17063985U
Other languages
Japanese (ja)
Other versions
JPH0352257Y2 (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 JP1985170639U priority Critical patent/JPH0352257Y2/ja
Publication of JPS6281631U publication Critical patent/JPS6281631U/ja
Application granted granted Critical
Publication of JPH0352257Y2 publication Critical patent/JPH0352257Y2/ja
Expired legal-status Critical Current

Links

Description

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

第1図は本考案の実施例を示した斜視図であり
、第2図、第3図はその施工例を示したそれぞれ
平面図、断面図である。 A:プレキヤストコンクリート製矢板、1:屈
折部、2:内壁面、3:貫通孔、4:突起、5:
連結鉄筋、6:杭。
FIG. 1 is a perspective view showing an embodiment of the present invention, and FIGS. 2 and 3 are a plan view and a sectional view, respectively, showing an example of its construction. A: Precast concrete sheet pile, 1: Bent part, 2: Inner wall surface, 3: Through hole, 4: Projection, 5:
Connecting reinforcement, 6: Pile.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 両側部が垂直に屈折し、この屈折部が長手方向
に連続して形成されて断面コ字状に製作され、内
壁面に突起が水平に立設され、突起に貫通孔が鉛
直に穿設されてあることを特徴とするプレキヤス
トコンクリート製矢板。
Both sides are bent vertically, and the bent parts are formed continuously in the longitudinal direction to produce a U-shaped cross section. A protrusion is erected horizontally on the inner wall surface, and a through hole is perforated vertically in the protrusion. A precast concrete sheet pile characterized by:
JP1985170639U 1985-11-06 1985-11-06 Expired JPH0352257Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985170639U JPH0352257Y2 (en) 1985-11-06 1985-11-06

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985170639U JPH0352257Y2 (en) 1985-11-06 1985-11-06

Publications (2)

Publication Number Publication Date
JPS6281631U true JPS6281631U (en) 1987-05-25
JPH0352257Y2 JPH0352257Y2 (en) 1991-11-12

Family

ID=31105542

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985170639U Expired JPH0352257Y2 (en) 1985-11-06 1985-11-06

Country Status (1)

Country Link
JP (1) JPH0352257Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4862908B2 (en) * 2009-03-25 2012-01-25 株式会社大林組 Retaining wall structure, method for constructing retaining wall structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5313505A (en) * 1976-07-21 1978-02-07 Takeshige Shimonohara Retaining wall by assemblage

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5313505A (en) * 1976-07-21 1978-02-07 Takeshige Shimonohara Retaining wall by assemblage

Also Published As

Publication number Publication date
JPH0352257Y2 (en) 1991-11-12

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