JPS589922Y2 - anchor bolt - Google Patents
anchor boltInfo
- Publication number
- JPS589922Y2 JPS589922Y2 JP1976115601U JP11560176U JPS589922Y2 JP S589922 Y2 JPS589922 Y2 JP S589922Y2 JP 1976115601 U JP1976115601 U JP 1976115601U JP 11560176 U JP11560176 U JP 11560176U JP S589922 Y2 JPS589922 Y2 JP S589922Y2
- Authority
- JP
- Japan
- Prior art keywords
- anchor bolt
- foundation
- reinforcing bars
- present
- reinforcing bar
- 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.)
- Expired
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
本考案は、アンカーボルトと基礎鉄筋の相互の位置関係
を確実にかつ簡単に規制保持出来、基礎鉄筋の水平方向
の位置のずれを防ぐことが出来るアンカーボルトを提供
せんとするものである。[Detailed description of the invention] The present invention provides an anchor bolt that can reliably and easily regulate and maintain the mutual positional relationship between the anchor bolt and the foundation reinforcing bars, and that can prevent horizontal displacement of the foundation reinforcing bars. That is.
すなわち、基礎の設計において、アンカーボルトと基礎
鉄筋の相互の位置関係が規定されているが、アンカーボ
ルト、基礎鉄筋は各々設計上の規定位置に固定されてい
るものの、コンクリート打設の際の圧力によって双方の
位置がずれ易く、アンカーボルトと基礎鉄筋の相互の位
置関係が正規の状態からはずれた状態で基礎に埋設され
てしまうという従来の欠点を解消したものが本考案であ
る。In other words, in foundation design, the mutual positional relationship between anchor bolts and foundation reinforcing bars is specified, but although the anchor bolts and foundation reinforcing bars are each fixed at the specified position in the design, the pressure during concrete placement is The present invention solves the conventional drawbacks of anchor bolts and foundation reinforcing bars being buried in the foundation with their mutual positional relationship deviating from the normal state because the positions of both anchor bolts and foundation reinforcing bars are likely to shift.
以下、本考案を図面に基づいて詳細に説明する。Hereinafter, the present invention will be explained in detail based on the drawings.
本考案のアンカーボルトは、例えば、第１図に示す如く
、下方に開口せる半環状の鉄筋嵌合体Ａを側部上方に設
けて成るもので、該アンカーボルトを基礎に埋設するに
際しては、第２図に示す如く、型枠２，２の上部に釘４
により架設固定したセパレーター５に上部を嵌合し、ナ
ツト６で固定するアンカーボルトの鉄筋嵌合体Ａを基礎
鉄筋１に上方より嵌合せしめた状態で型枠２の中で保持
し、コンクリートを打設すれば良い。The anchor bolt of the present invention is, for example, as shown in FIG. As shown in Figure 2, nails 4 are attached to the top of the formwork 2, 2.
The upper part is fitted to the separator 5 which has been erected and fixed, and the reinforcing bar fitted body A of the anchor bolt, which is fixed with nuts 6, is held in the formwork 2 in a state where it is fitted to the foundation reinforcing bar 1 from above, and concrete is poured. Just set it up.
又、アンカーボルトの側部に鉄筋嵌合体Ａを設けるに際
し、上記本考案の説明では、下方に開口せる半環状の鉄
筋嵌合体Ａを設けて成る実施例を例示したが、第３図に
示す如く、外方側辺に緊結ボルト３を設けた下方に開口
せる溝形状の鉄筋嵌合体Ａを設けても良い。In addition, when providing the reinforcing bar fitting body A on the side of the anchor bolt, in the above description of the present invention, an embodiment in which a semi-annular reinforcing bar fitting body A that opens downward is provided has been exemplified, but as shown in FIG. Similarly, a downwardly opening groove-shaped reinforcing bar fitting body A may be provided with a tightening bolt 3 provided on the outer side.
上記の如く、本考案のアンカーボルトは、側部に下方に
向いた鉄筋嵌合体を設けて戊るので、アンカーボルトの
鉄筋嵌合体を基礎鉄筋に上方より嵌合してコンクリート
を打設する為、該コンクリート打設の際に圧力がかかつ
ても、アンカーボルトと基礎鉄筋は基礎設計上の正規の
位置関係を保つことが出来、基礎鉄筋の水平方向の位置
のずれを防ぐことが出来、又その作業もアンカーボルト
の鉄筋嵌合体を基礎鉄筋に上方より嵌合するだけであり
施工性も良い。As mentioned above, the anchor bolt of the present invention is provided with a reinforcing bar fitting body facing downward on the side, so that the reinforcing bar fitting body of the anchor bolt can be fitted to the foundation reinforcing bars from above to pour concrete. Even if pressure is applied during concrete pouring, the anchor bolts and the foundation reinforcing bars can maintain the proper positional relationship according to the foundation design, and the horizontal positional shift of the foundation reinforcing bars can be prevented. The work is easy, as it simply involves fitting the reinforcing bars of the anchor bolts to the foundation reinforcing bars from above.
第１図及び第３図は本考案の各々異なった実施例の斜視
図、第２図は本考案の実施例の使用状態の一部切欠斜視
図である。
Ａ・・・・・・鉄筋嵌合体。1 and 3 are perspective views of different embodiments of the present invention, and FIG. 2 is a partially cutaway perspective view of the embodiment of the present invention in use. A...Reinforced bar fitting body.
Claims (1)
ルト。An anchor bolt with a reinforcing bar fitting body facing downward on the side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1976115601U JPS589922Y2 (en) | 1976-08-27 | 1976-08-27 | anchor bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1976115601U JPS589922Y2 (en) | 1976-08-27 | 1976-08-27 | anchor bolt |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5332264U JPS5332264U (en) | 1978-03-20 |
| JPS589922Y2 true JPS589922Y2 (en) | 1983-02-23 |
Family
ID=28725188
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1976115601U Expired JPS589922Y2 (en) | 1976-08-27 | 1976-08-27 | anchor bolt |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS589922Y2 (en) |
-
1976
- 1976-08-27 JP JP1976115601U patent/JPS589922Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5332264U (en) | 1978-03-20 |
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