JPS63136035U - - Google Patents

Info

Publication number
JPS63136035U
JPS63136035U JP2623287U JP2623287U JPS63136035U JP S63136035 U JPS63136035 U JP S63136035U JP 2623287 U JP2623287 U JP 2623287U JP 2623287 U JP2623287 U JP 2623287U JP S63136035 U JPS63136035 U JP S63136035U
Authority
JP
Japan
Prior art keywords
anchor bolt
line
embedded
body part
line segment
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
JP2623287U
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 JP2623287U priority Critical patent/JPS63136035U/ja
Publication of JPS63136035U publication Critical patent/JPS63136035U/ja
Pending legal-status Critical Current

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Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

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

添付図面は本考案の実施例を示し、第1図は第
1の例の側面図、第2図は上面図、第3図は他の
例の上面図、第4図は第2の例の側面図であり、
図中Aはアンカーボルト、Bはコンクリート基礎
、Cは鉄筋、Nはアンカーボルトの埋込予定線、
1はネジ部、2は胴部、5は曲げるべき所定位置
、6は曲げた位置5の下方を各々示している。
The accompanying drawings show embodiments of the present invention; FIG. 1 is a side view of the first example, FIG. 2 is a top view, FIG. 3 is a top view of another example, and FIG. 4 is a top view of the second example. A side view,
In the diagram, A is the anchor bolt, B is the concrete foundation, C is the reinforcing bar, N is the scheduled anchor bolt embedding line,
Reference numeral 1 indicates a threaded portion, 2 indicates a body portion, 5 indicates a predetermined position to be bent, and 6 indicates a portion below the bent position 5.

Claims (1)

【実用新案登録請求の範囲】 コンクリート基礎Bに埋込固定するアンカーボ
ルトAに於いて; 上記基礎B中に配筋された鉄筋Cを通るように
引いた仮想線分Nを埋込予定線とし、その埋込予
定線Nに合わせて上記アンカーボルトAを埋込し
た時に、アンカーボルトAの胴部2が鉄筋Cに当
らないように胴部が所定位置5の所で上記仮想線
分Nから外れて曲げられて形成されていることを
特徴とするアンカーボルト。
[Scope of Claim for Utility Model Registration] Regarding the anchor bolt A to be embedded and fixed in the concrete foundation B; An imaginary line segment N drawn through the reinforcing bars C arranged in the foundation B is the planned embedding line. , when the anchor bolt A is embedded in line with the planned embedding line N, the body part 2 of the anchor bolt A should be moved from the virtual line segment N at a predetermined position 5 so that the body part 2 of the anchor bolt A does not hit the reinforcing bar C. An anchor bolt characterized by being formed by being bent out of the way.
JP2623287U 1987-02-24 1987-02-24 Pending JPS63136035U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2623287U JPS63136035U (en) 1987-02-24 1987-02-24

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2623287U JPS63136035U (en) 1987-02-24 1987-02-24

Publications (1)

Publication Number Publication Date
JPS63136035U true JPS63136035U (en) 1988-09-07

Family

ID=30827120

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2623287U Pending JPS63136035U (en) 1987-02-24 1987-02-24

Country Status (1)

Country Link
JP (1) JPS63136035U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013087452A (en) * 2011-10-14 2013-05-13 Suehiro System Kk Snake insert anchor bolt

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013087452A (en) * 2011-10-14 2013-05-13 Suehiro System Kk Snake insert anchor bolt

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