JPS6221143U - - Google Patents

Info

Publication number
JPS6221143U
JPS6221143U JP11161485U JP11161485U JPS6221143U JP S6221143 U JPS6221143 U JP S6221143U JP 11161485 U JP11161485 U JP 11161485U JP 11161485 U JP11161485 U JP 11161485U JP S6221143 U JPS6221143 U JP S6221143U
Authority
JP
Japan
Prior art keywords
rectangular parallelepiped
cylinder
circumscribed
height
equal
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
JP11161485U
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 JP11161485U priority Critical patent/JPS6221143U/ja
Publication of JPS6221143U publication Critical patent/JPS6221143U/ja
Pending legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

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

第1図は両側面を凹円弧状にした直方体の斜視
図、第2図は円柱の斜視図、第3図は直方体に円
柱を取付けた斜視図、第4図は本考案のブロツク
の斜視図、第5図は直交した直立擁壁の斜視図、
第6図は湾曲した直立擁壁の斜視図、第7図は三
角柱の頂部を切断したブロツクの斜視図、第8図
は第7図ブロツクの組立により水抜穴を得た擁壁
の部分図。 1は円柱、2は直方体の両側面の凹円弧部、3
は円柱の穴、4は棒鋼、5は三角柱による凸部、
6は凸部と同形の切込、7はアンカー取付金具固
定用の小穴(金具取付後モルタル埋込)8は盛土
、9は頂部を切断した三角柱、10は擁壁に設け
られる水抜穴。
Figure 1 is a perspective view of a rectangular parallelepiped with concave arc shapes on both sides, Figure 2 is a perspective view of a cylinder, Figure 3 is a perspective view of a cylinder attached to a rectangular parallelepiped, and Figure 4 is a perspective view of the block of the present invention. , Figure 5 is a perspective view of an orthogonal vertical retaining wall;
Fig. 6 is a perspective view of a curved upright retaining wall, Fig. 7 is a perspective view of a block with the top of the triangular prism cut off, and Fig. 8 is a partial view of the retaining wall with drainage holes obtained by assembling the blocks of Fig. 7. 1 is a cylinder, 2 is a concave arc on both sides of a rectangular parallelepiped, 3 is a cylinder
is a cylindrical hole, 4 is a steel bar, 5 is a convex part made of a triangular prism,
6 is a notch with the same shape as the convex part, 7 is a small hole for fixing the anchor fitting (embedded in mortar after fitting) 8 is the embankment, 9 is a triangular prism with the top cut off, and 10 is a drainage hole provided in the retaining wall.

Claims (1)

【実用新案登録請求の範囲】 正方形又は長方形の扁平な直方体(以下直方
体と称す)を立て起こし、扁平な両側を、扁平部
の厚さ以上の直径を有する円柱に、外接する円弧
の一部に加工する。 直方体の高さと等しく、直径が扁平部の厚さ
以上の円柱の中心に、長さ方向に平行な貫通する
穴を穿ち、円柱を長さ方向に対し直角に切断して
二分し、一方の円柱を直方体の側面の円弧部に外
接させ、円柱の頂部を、直方体の上辺と同一平面
にして固定。他の円柱を直方体の他の側面の円弧
部に外接させ、円柱の底部と直方体の底辺を同一
平面にして固定する。 一方の円柱の穴に、円柱の高さより長い棒鋼
を挿入して固定する。 直方体の上辺に三角柱等の凸部を取付け、底
辺に凸部と同形の切込を入れる。 直方体にアンカー取付金具固定用の小穴を穿
つ。 以上により第4図の様に構成された外部形状を
、コンクリートで一体造した直立擁壁組立用のブ
ロツク。
[Scope of Claim for Utility Model Registration] A square or rectangular flat rectangular parallelepiped (hereinafter referred to as a rectangular parallelepiped) is raised upright, and both flat sides are shaped into a cylinder having a diameter equal to or greater than the thickness of the flat part, and part of a circumscribed circular arc. Process. Drill a through hole parallel to the length direction in the center of a cylinder whose height is equal to the height of the rectangular parallelepiped and whose diameter is greater than or equal to the thickness of the flat part. is circumscribed by the circular arc on the side of the rectangular parallelepiped, and the top of the cylinder is fixed in the same plane as the upper side of the rectangular parallelepiped. Another cylinder is circumscribed by the arc portion on the other side of the rectangular parallelepiped, and the bottom of the cylinder and the base of the rectangular parallelepiped are fixed on the same plane. Insert a steel bar longer than the height of the cylinder into the hole in one cylinder and secure it. Attach a protrusion such as a triangular prism to the top of the rectangular parallelepiped, and make a notch with the same shape as the protrusion on the bottom. Drill a small hole in the rectangular parallelepiped for fixing the anchor mounting bracket. A block for assembling a vertical retaining wall is constructed by integrally constructing the external shape as shown in Fig. 4 with concrete.
JP11161485U 1985-07-20 1985-07-20 Pending JPS6221143U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11161485U JPS6221143U (en) 1985-07-20 1985-07-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11161485U JPS6221143U (en) 1985-07-20 1985-07-20

Publications (1)

Publication Number Publication Date
JPS6221143U true JPS6221143U (en) 1987-02-07

Family

ID=30991700

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11161485U Pending JPS6221143U (en) 1985-07-20 1985-07-20

Country Status (1)

Country Link
JP (1) JPS6221143U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6438334U (en) * 1987-09-02 1989-03-07
JP2020139266A (en) * 2019-02-26 2020-09-03 株式会社オーイケ Concrete manufacture and construction method of retaining wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6438334U (en) * 1987-09-02 1989-03-07
JPH0414670Y2 (en) * 1987-09-02 1992-04-02
JP2020139266A (en) * 2019-02-26 2020-09-03 株式会社オーイケ Concrete manufacture and construction method of retaining wall

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