JPS6089360U - Anchor for supporting concrete formwork - Google Patents

Anchor for supporting concrete formwork

Info

Publication number
JPS6089360U
JPS6089360U JP17932483U JP17932483U JPS6089360U JP S6089360 U JPS6089360 U JP S6089360U JP 17932483 U JP17932483 U JP 17932483U JP 17932483 U JP17932483 U JP 17932483U JP S6089360 U JPS6089360 U JP S6089360U
Authority
JP
Japan
Prior art keywords
anchor
concrete formwork
main body
supporting concrete
folded
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
JP17932483U
Other languages
Japanese (ja)
Other versions
JPS6319478Y2 (en
Inventor
進 亀井
Original Assignee
ホーシンプロダクト株式会社
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 by ホーシンプロダクト株式会社 filed Critical ホーシンプロダクト株式会社
Priority to JP17932483U priority Critical patent/JPS6089360U/en
Publication of JPS6089360U publication Critical patent/JPS6089360U/en
Application granted granted Critical
Publication of JPS6319478Y2 publication Critical patent/JPS6319478Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

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

第1図は斜視図、第2図は側面図、第3図は板取り状態
の概略図、第4図は使用状態の正面図、第5図及び第6
図は別の実施例を示す側面図及びそれの板取り状態概略
図、第7図も別の実施例を示す正面図、第8図は従来例
を示す斜視図である。 1・・・・・・打出し舌片、2・・・・・・アンカー主
体、3・・・・・・連結部材、4・・・・・・ピン、2
A・・・・・・2の基端部、2B・・・・・・折り返し
帯板部分、A・・・・・・コンクリート型枠、B・・・
・・・耐引張具、C・・・・・・打設コンクリート。 26ヅ 28ノ 。 −イ
Figure 1 is a perspective view, Figure 2 is a side view, Figure 3 is a schematic diagram of the boarded state, Figure 4 is a front view of the state in use, Figures 5 and 6.
The drawings are a side view and a schematic view of a cut-out state of another embodiment, FIG. 7 is a front view of another embodiment, and FIG. 8 is a perspective view of a conventional example. DESCRIPTION OF SYMBOLS 1...Protrusion tongue piece, 2...Anchor main body, 3...Connecting member, 4...Pin, 2
A...Base end of 2, 2B...Folded strip part, A...Concrete formwork, B...
...Tension-resistant tool, C...Pour concrete. 26ㅅ 28ノ. −i

Claims (1)

【実用新案登録請求の範囲】 ■ 打設コンクリートC内に挿入することにより引抜き
抵抗力を発揮する打出し舌片1を有する帯板状アンカー
主体2の基端側に、コンクリート型枠Aに装着される耐
引張具Bの端部を挟み込み状態に連結可能なU形又はほ
ぼU形の連結部材3を、アンカー主体2の板面に対して
垂直な軸芯を有するピン4を介して自由回動自在に枢支
連結してなるコンクリート型枠支持用アンカーであって
、前記アンカー主体2の基端部2Aを、該アンカー主体
2と一連一体の帯板部分2Bの折り返し構造とし、この
折り返し基端部2Aの対向板部分2G、2B間に挟み込
み位置させる状態で、前記連結部材3をアンカー主体2
の基端部2Aに枢支連結しであるコンクリート型枠支持
用アンカー。 ■ 前記の折り返し帯板部分2Bがアンカー主体2の長
手方向に対する横方向に張出し形成されたものである実
用新案登録請求の範囲第0項に記載のコンクリート型枠
支持用アンカー。 ■ 前記の折り返し帯板部分2Bがアンカー主体2の長
手方向に沿って延長形成されたものである実用新案登録
請求の範囲第0項に記載のコンクリート型枠支持用アン
カー。
[Scope of Claim for Utility Model Registration] ■ Attached to concrete formwork A on the base end side of a strip-shaped anchor main body 2 having a hammered-out tongue piece 1 that exhibits pull-out resistance when inserted into poured concrete C. A U-shaped or almost U-shaped connecting member 3, which can be connected in a sandwiched manner with the end of the tension-resistant device B to be attached, is freely rotated via a pin 4 having an axis perpendicular to the plate surface of the anchor main body 2. The anchor for supporting concrete formwork is movably pivotally connected, and the base end 2A of the anchor body 2 has a folded structure of a band plate portion 2B that is integral with the anchor body 2, and this folded base The connecting member 3 is attached to the anchor main body 2 while being sandwiched between the opposing plate portions 2G and 2B of the end portion 2A.
An anchor for supporting concrete formwork, which is pivotally connected to the base end 2A of. (2) The anchor for supporting concrete formwork according to claim 0, wherein the folded band plate portion 2B is formed to overhang in the lateral direction with respect to the longitudinal direction of the anchor main body 2. (2) The anchor for supporting concrete formwork according to claim 0, wherein the folded band plate portion 2B is formed to extend along the longitudinal direction of the anchor body 2.
JP17932483U 1983-11-19 1983-11-19 Anchor for supporting concrete formwork Granted JPS6089360U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17932483U JPS6089360U (en) 1983-11-19 1983-11-19 Anchor for supporting concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17932483U JPS6089360U (en) 1983-11-19 1983-11-19 Anchor for supporting concrete formwork

Publications (2)

Publication Number Publication Date
JPS6089360U true JPS6089360U (en) 1985-06-19
JPS6319478Y2 JPS6319478Y2 (en) 1988-05-31

Family

ID=30389107

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17932483U Granted JPS6089360U (en) 1983-11-19 1983-11-19 Anchor for supporting concrete formwork

Country Status (1)

Country Link
JP (1) JPS6089360U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4780533B2 (en) * 2008-12-26 2011-09-28 トライエンジニアリング株式会社 Handrail post and handrail using the same

Also Published As

Publication number Publication date
JPS6319478Y2 (en) 1988-05-31

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