JPH0712434Y2 - Anchor bolt support fittings for foundation concrete in construction - Google Patents
Anchor bolt support fittings for foundation concrete in constructionInfo
- Publication number
- JPH0712434Y2 JPH0712434Y2 JP1989150612U JP15061289U JPH0712434Y2 JP H0712434 Y2 JPH0712434 Y2 JP H0712434Y2 JP 1989150612 U JP1989150612 U JP 1989150612U JP 15061289 U JP15061289 U JP 15061289U JP H0712434 Y2 JPH0712434 Y2 JP H0712434Y2
- Authority
- JP
- Japan
- Prior art keywords
- anchor bolt
- acupressure
- construction
- concrete
- foundation 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.)
- Expired - Fee Related
Links
Landscapes
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 本考案は建築において布基礎を造成する型板内の生コン
クリート中に、アンカーボルトを埋設する際使用するア
ンカーボルトの支持金具に関するものである。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to an anchor bolt support fitting used when burying an anchor bolt in ready-mixed concrete in a template for constructing a cloth foundation in construction. .
従来、布基礎を造成する場合は、左右の型板間に生コン
クリートを充填した後、該コンクリートの上面所要間隔
毎に土台との結合用の各アンカーボルトの上端を所定長
さ突出状態としてその下部を挿入しコンクリートの固化
により固定していた。Conventionally, when constructing a cloth foundation, after filling ready-mixed concrete between the left and right templates, the upper end of each anchor bolt for coupling with the base is projected for a predetermined length at each required interval on the upper surface of the concrete. The lower part was inserted and fixed by solidifying concrete.
然るに生コンクリートが乾燥固化に至る過程において組
織の凝縮とボルトの自重により該ボルトが漸次沈降する
のでコンクリートが固化した際ボルトの上端突出長さが
短小となりこのため土台との結合をなし得なくなる不利
があった。However, in the process of drying and solidifying the fresh concrete, the bolt gradually settles down due to the condensation of the structure and the weight of the bolt. was there.
本考案は叙上の不利を解消するために型板間の生コンク
リート中に列植した各アンカーボルトの上端部を型板に
掛架した支持杆の摘み金にて摘持してアンカーボルトの
沈降を抑止してボルトの上端部を常に所要長さ突出状態
で固定するようにしたものである。In order to eliminate the disadvantages of the present invention, the upper end of each anchor bolt planted in the ready-mixed concrete between the template plates is gripped by the support rod hooks hung on the template to fix the anchor bolts. The bolt is prevented from sinking and the upper end portion of the bolt is always fixed in a protruding state by a required length.
即ち長尺な支持杆の中程部側面に自体の弾力又は弾機に
抗して指圧する指圧部と該指圧部を指圧又は解圧するこ
とにより支持杆の側面に対し弾性的に離隔したり近接す
る摘持部を具有する摘み金を設けて成るものである。That is, on the side surface of the middle part of the long support rod, the acupressure portion that applies acupressure against its own resilience or an ammunition, and by acupressure or decompressing the acupressure portion, the side surface of the support rod is elastically separated or approached. A grip having a gripping part is provided.
本案は以上のように構成したので左右の型板間に充填し
た生コンクリートの上面に間隔的に各アンカーボルトの
上端を所要長さ突出せしめて下部を挿入した後その上端
を型板間に掛架した本支持金具の摘み金に摘持せしめ然
してコンクリートが乾固したとき摘み金を指圧拡開して
支持金具を取外し然る後型板を除去すれば、アンカーボ
ルトはコンクリート基礎上に所要長さ突出した状態で固
定される。Since this plan is configured as described above, the upper ends of the anchor bolts are projected at a required length on the upper surface of the ready-mixed concrete filled between the left and right mold plates, the lower part is inserted, and then the upper ends are hooked between the mold plates. When the concrete is dried up by holding it on the rack of the support bracket, the clamp bolt is expanded by acupressure, and the support bracket is removed.After removing the template, the anchor bolt has the required length on the concrete foundation. It is fixed in a protruding state.
本案は、以上のようであるからアンカーボルトはその上
端を支持金具に支持されコンクリートの固化と共に固定
されるので、前記従来のような生コンクリートの乾燥固
化に至る過程においてアンカーボルトが沈降することが
なく、従って、該アンカーボルトは常に所要長さでコン
クリート上面に突出した状態で固定することができるた
め、アンカーボルトと土台との結合が不能となる憂いが
ない効果を具備する。然も、本案支持金具を用いたアン
カーボルトの支持は、単に摘み金の指圧部を指圧、解圧
するだけで行うことができ、更に、その突出長さの調整
も容易である等の利点をも具有するものである。Since the present invention is as described above, since the anchor bolt is supported by the support metal fitting at its upper end and is fixed together with the solidification of concrete, the anchor bolt may be settled in the process leading to the dry solidification of the fresh concrete as described above. Therefore, since the anchor bolt can always be fixed to the concrete upper surface in a required length in a protruding state, there is no fear that the anchor bolt and the base cannot be coupled. However, the support of the anchor bolt using the support bracket of the present invention can be performed simply by pressing and depressing the acupressure part of the knob, and further, there is an advantage that the protrusion length can be easily adjusted. It has ingredients.
(1)細長形支持杆1の中程部側面に、縦の溝孔Hを穿
ち且つ該溝孔より平面S字状の帯状弾性板Dより成る摘
み金2を先端より挿入して摘持部Yとなる小屈曲部γを
支持杆1の外側に突出せしめると共に内側の指圧部Fと
なる大屈曲部Rの基端を該支持杆の内側に固着して成る
ものであって図中3はアンカーボルト、4は型板、5は
コンクリートを示す。(1) A grip 2 is formed by inserting a grip 2 having a vertical groove H in the middle side surface of the elongated support rod 1 and made of a band-like elastic plate D having an S-shaped flat surface from the groove. A small bent portion γ serving as Y is projected to the outside of the support rod 1, and a base end of a large bent portion R serving as an inner acupressure portion F is fixed to the inside of the supporting rod. Anchor bolts, 4 are templates, and 5 is concrete.
(2)細長形支持杆1の中程部内側に、平面形に屈折し
た帯状の弾性板Dの基端を固着Pすると共にその先端に
基端を外方に屈折して指圧部Fを形成し且つ先端を小屈
曲して摘持部Yを形成した帯状摘み金2における上記摘
持部の内側を重合固着Pしてなるものである。(2) Inside the middle part of the elongated support rod 1, a base end of a band-shaped elastic plate D that is bent in a planar shape is fixed P, and the base end is bent outward at the tip thereof to form an acupressure part F. In addition, the inside of the gripping portion of the band-shaped clip 2 having the gripping portion Y formed by slightly bending the tip is superposed and fixed P.
(3)細長形支持杆1の略中程部内側に軸承片Lの基板
Eを固着Pすると共に該軸承片に、後端に指圧部F、先
端に直角に屈折し且つ小屈曲γして摘持部Yを形成した
摘み金2の中程部内面に屈折形成した跨り片Wを跨装し
てこれら軸承片と跨り片間に螺旋弾機を嵌装した軸gを
串架して成るものである。(3) The substrate E of the bearing piece L is fixedly attached P to the inside of the substantially middle portion of the elongated support rod 1, and the bearing piece is bent at a finger-pressure portion F at the rear end and bent at a right angle to the tip and slightly bent γ. A straddle piece W formed by bending is formed on the inner surface of the middle portion of the grip 2 having a grip portion Y, and a shaft g on which a spiral ammunition is fitted is skewed between these bearing pieces. It is a thing.
(4)細長形支持杆1の略中程部内側に平面略W字状に
形成した短尺な帯状弾性板Dの片方端部を固着Pすると
共に該弾性板の他方端に、先端を摘み部Y、後端を指圧
部Fとした摘み金2の基端を重合固着Pして成るもので
ある。(4) One end of a short strip-shaped elastic plate D formed in a substantially W-shape in a plane is fixed to the inside P of the elongated support rod 1 at one end, and the tip of the elastic plate is picked at the other end. Y, and the base end of the knob 2 having the acupressure part F as the rear end is superposed and fixed P.
第1図は本案の第1実施例の支持金具にて型板間のコン
クリート中に下部を挿入したアンカーボルトの上端を支
持した状態を示す斜面図、第2図は同上における支持金
具の斜面図、第3図は本案の第2実施例、第4図は本案
の第3実施例、第5図は本案の第4実施例の各斜面図で
ある。 1…支持杆、2…摘み金 F…指圧部、Y…摘持部FIG. 1 is a perspective view showing a state in which an upper end of an anchor bolt having a lower part inserted in concrete between template plates is supported by a support metal fitting of a first embodiment of the present invention, and FIG. 2 is a perspective view of the support metal fitting in the same as above. FIG. 3 is a second embodiment of the present invention, FIG. 4 is a third embodiment of the present invention, and FIG. 5 is a perspective view of a fourth embodiment of the present invention. 1 ... Supporting rod, 2 ... Grip F ... Shiatsu part, Y ... Gripping part
Claims (1)
して指圧する指圧部と該指圧部を指圧又は解圧すること
により支持杆に対し弾性的に接離する摘持部を具有する
摘み金を設けた建築における基礎コンクリート用アンカ
ーボルトの支持金具。Claim: What is claimed is: 1. An acupressure part for acupressure against elastic force or an elastic machine in the middle part of a long supporting rod, and a grip for elastically contacting and separating from the acupressure part by acupressure or decompression of the acupressure part. Anchor bolt support fitting for foundation concrete in construction with a grip having parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1989150612U JPH0712434Y2 (en) | 1989-12-27 | 1989-12-27 | Anchor bolt support fittings for foundation concrete in construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1989150612U JPH0712434Y2 (en) | 1989-12-27 | 1989-12-27 | Anchor bolt support fittings for foundation concrete in construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0389840U JPH0389840U (en) | 1991-09-12 |
| JPH0712434Y2 true JPH0712434Y2 (en) | 1995-03-22 |
Family
ID=31696954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1989150612U Expired - Fee Related JPH0712434Y2 (en) | 1989-12-27 | 1989-12-27 | Anchor bolt support fittings for foundation concrete in construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0712434Y2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5445093Y2 (en) * | 1975-09-17 | 1979-12-24 | ||
| JPS5628296U (en) * | 1979-08-13 | 1981-03-17 |
-
1989
- 1989-12-27 JP JP1989150612U patent/JPH0712434Y2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0389840U (en) | 1991-09-12 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |