JPS59466A - Anchor attaching apparatus of concrete mold frame - Google Patents

Anchor attaching apparatus of concrete mold frame

Info

Publication number
JPS59466A
JPS59466A JP10848782A JP10848782A JPS59466A JP S59466 A JPS59466 A JP S59466A JP 10848782 A JP10848782 A JP 10848782A JP 10848782 A JP10848782 A JP 10848782A JP S59466 A JPS59466 A JP S59466A
Authority
JP
Japan
Prior art keywords
anchor
formwork
holder
hole
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.)
Granted
Application number
JP10848782A
Other languages
Japanese (ja)
Other versions
JPH0152544B2 (en
Inventor
高橋 敏久
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maeda Corp
Original Assignee
Maeda Corp
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 Maeda Corp filed Critical Maeda Corp
Priority to JP10848782A priority Critical patent/JPS59466A/en
Publication of JPS59466A publication Critical patent/JPS59466A/en
Publication of JPH0152544B2 publication Critical patent/JPH0152544B2/ja
Granted legal-status Critical Current

Links

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

【発明の詳細な説明】 本発明はコンクリート中に埋設するアンカーと型枠とを
着脱自在に結合させるアンカー数句装置に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an anchor device for removably connecting an anchor buried in concrete to a formwork.

コンクリート施工の省力化、能率化を図るだめにスライ
ディング型枠工法や移動型枠工法が多〈実施されるよう
になってきた。これらの工法においては、型枠の固定手
段として、一般にコンクリート中にアンカーfW設して
オキ、そのアンカーのコンクリートから突出した部分に
型枠を支持させろことが行われている。すなわち、第1
図に示したように、埋設アンカー1の端部に雄ネジ1a
を螺設しておくとともに、その端部’Thコンクリート
2の打設面より長く突出させておき、型枠側には、その
せき根3に貫孔4を設けてこれをアンカー1に嵌合させ
、バタ材5の外側から座金6を介してナツト7により緊
締し、型枠をアンカーに支持させている。
In order to save labor and increase efficiency in concrete construction, sliding formwork methods and moving formwork methods have come into widespread use. In these construction methods, as means for fixing the formwork, anchors fW are generally installed in the concrete, and the formwork is supported by the portions of the anchors that protrude from the concrete. That is, the first
As shown in the figure, the end of the buried anchor 1 has a male thread 1a.
At the same time, the end 'Th' is made to protrude longer than the casting surface of the concrete 2, and on the formwork side, a through hole 4 is provided in the weir root 3 and this is fitted into the anchor 1. The formwork is supported by the anchors by tightening with nuts 7 from the outside of the butterfly material 5 through washers 6.

しかし、スライディング型枠等は規模が太きいため、多
数のアンカーを使って支持しなくてはならず、しかも、
アンカーに通すせき板の貫孔はコンクリートの漏出を肪
ぐため小さく形成されているだめ、各アンカーと各貫孔
とを同時に挿通する作業は極めて困難なものとなってい
る。寸だ、アンカーと型枠はバタ材に座金やナラトラ使
って締着されるため、アンカーはコンクリート面の外側
1にかなり長く突出されている。
However, since sliding formwork is large in scale, it must be supported using many anchors.
The through holes in the weir plate through which the anchors pass are made small to prevent leakage of concrete, so it is extremely difficult to insert each anchor and each through hole at the same time. Because the anchor and formwork are fastened to the baton material using washers and bolts, the anchor protrudes quite a long way to the outside of the concrete surface.

そのため、第1図鎖線で示すように、型枠の移動にあた
っては、型枠をアンカーの突出長さより大きく引き離し
た状態に保持しなくてはならず、装置が複雑となり作業
も面倒となっている。
Therefore, as shown by the chain line in Figure 1, when moving the formwork, it is necessary to hold the formwork in a state where it is separated by a distance greater than the protruding length of the anchor, which makes the equipment complicated and the work complicated. .

本発明は、前記従来の次点を改善するためになされたも
ので、せき板の貫孔をはさんで固着させたホルダーと、
アンカーの突出部を挿通するとともにせき板の貫孔に前
端部を猷入させるようにした取付管とを備え、アンカー
を取付管とホルダーを介してせき板と結合させるように
することにより、せき板の1孔を十分大径なものにして
、アンカーのセット及びアンカーへの型枠取付は作業を
極めて容易にするとともに、アンカーの突出長さを短か
たものとして、型枠移動時における型枠の引き離しを少
なくして、17に置の簡易化と作業の熊本化を図ること
のできる、型枠におけるアンカー取付装置を提供せんと
するものである。
The present invention was made in order to improve the runner-up points of the conventional art, and includes a holder that is fixed across a through-hole in a weir plate;
The anchor is equipped with a mounting tube through which the protruding part of the anchor is inserted and whose front end is inserted into the through hole of the weir plate, and the anchor is connected to the weir plate via the mounting pipe and the holder. By making one hole in the plate sufficiently large in diameter, setting the anchor and attaching the formwork to the anchor becomes extremely easy, and by making the protruding length of the anchor short, it is possible to easily set the anchor and attach the formwork to the anchor. It is an object of the present invention to provide an anchor attachment device for a formwork, which can reduce the amount of separation of the frame, simplify the installation, and simplify the work.

以下、本発明の実施例を第2図乃至第4図を参照して説
明する。
Embodiments of the present invention will be described below with reference to FIGS. 2 to 4.

図において3は型枠のせき板、5はバタ材で、せき板の
所定個所にはアンカー1より十分大径とした貫孔4が設
けられている。8は板体を側面コ字状に屈曲して形成し
たホルダーで、その開放端部8a 、8aを貫孔4を挾
んでせき板3に当接し、溶接等により固着させている。
In the figure, reference numeral 3 denotes a weir plate of the formwork, and 5 is a butterwood material, through-holes 4 having a diameter sufficiently larger than that of the anchor 1 are provided at predetermined locations in the weir plate. Reference numeral 8 denotes a holder formed by bending a plate into a U-shape on the side, and its open ends 8a, 8a are brought into contact with the weir plate 3 with the through hole 4 in between, and fixed by welding or the like.

そして、このホルダー80後端壁8cKけ、後述する取
付管100彼部を受容する受座8dが形成されていると
ともに、一対の側壁8d、8dの後部には取付管10を
固定するための連結ビン9を挿通するビン孔Be 、8
eがそれぞれ対向して設けられている。
The rear end wall 8cK of this holder 80 is formed with a seat 8d for receiving the lower part of a mounting tube 100, which will be described later, and a connection for fixing the mounting tube 10 is formed at the rear of the pair of side walls 8d, 8d. Bottle hole Be, 8 through which the bottle 9 is inserted
e are provided facing each other.

10はアンカー1とせき板3とを前記ホルダー8を介し
て結合させろための取付管で、その内径はアンカー1を
挿通するに適した大きさを有しており、その前端部には
せき板の貫孔4内に嵌入させる円錐状の係合部10aと
、それに続いて■孔4より大径とした鍔部10bが設け
られている。そして、取付管10の中間部には、アンカ
ー1の挿入深さを規制するためのストッパー11が設け
られているとともに、スト・ツノ(−11より前部寄り
のところには、挿入されたアンカー1を緊締するための
締付ボルト12カニ螺着されており、また、ストツノく
−11より後部寄りのところには、前記ホルダー8のビ
ン孔86.8eに対向して連結ビン9を挿通するビン孔
10c 、10cが設けられている。
Reference numeral 10 denotes a mounting tube for connecting the anchor 1 and the weir plate 3 via the holder 8, the inner diameter of which is suitable for inserting the anchor 1, and the weir plate is attached to the front end of the fitting tube. A conical engaging portion 10a to be fitted into the through hole 4, and a flange portion 10b having a diameter larger than the hole 4 are provided next to the conical engaging portion 10a. A stopper 11 for regulating the insertion depth of the anchor 1 is provided in the middle part of the mounting tube 10, and a stopper 11 is provided in the middle part of the attachment tube 10 to regulate the insertion depth of the anchor 1. A tightening bolt 12 for tightening the holder 8 is fitted with a crab screw, and a connecting bottle 9 is inserted in a position nearer to the rear of the holder 8, facing the bottle hole 86.8e of the holder 8. Bottle holes 10c and 10c are provided.

本発明装置は上述のように構成されており、施工にあた
っては、コンクリートの打設に先だって行うアンカーの
セット及び既設アンカーへの型枠のを付けに適用される
The apparatus of the present invention is constructed as described above, and in construction, it is applied to setting anchors prior to pouring concrete and attaching formwork to existing anchors.

アンカー1をセットする場合は、型枠にアンカー1の端
部を締着させるが、それには第2図。
When setting the anchor 1, the end of the anchor 1 is fastened to the formwork, as shown in Fig. 2.

第3図のようにせき板の貫孔4に取付管10の円錐状部
10aを突入するとともに連結ビン9をホルダー8と取
付管10の各ビン孔8e、8e。
As shown in FIG. 3, the conical portion 10a of the attachment pipe 10 is inserted into the through-hole 4 of the weir plate, and the connecting bottle 9 is inserted into the holder 8 and the respective bottle holes 8e, 8e of the attachment pipe 10.

10e、10cに挿通して両者8,1(l結合させてお
き、取付管10の前端からアンカー1金挿入し、その端
面をストツノく−11に当接させる。干して、締付ボル
ト12を締め込んでアンカー11r緊締するのである。
10e and 10c, and connect both 8, 1 (l), insert the anchor from the front end of the mounting pipe 10, and bring the end surface into contact with the struts 11. Dry and tighten the tightening bolt 12. Tighten the anchor 11r.

そして、打設したコンクリート2の硬化後は、締付ボル
ト12をゆるめるとともに連結ビン9を引ν抜き、第4
図実線矢印のように取付管10を後方に引いてアンカー
1との係合をはずしてから横方向に移動させてアンカー
1と型枠との締結を解除し、次いで第5図実線矢印のよ
うに型枠をアンカー1から外方に脱出させるのである。
After the poured concrete 2 has hardened, the tightening bolt 12 is loosened and the connecting bottle 9 is pulled out.
Pull the mounting tube 10 backward as shown by the solid line arrow in the figure to disengage it from the anchor 1, move it laterally to release the connection between the anchor 1 and the formwork, and then as shown in the solid line arrow in Figure 5. The formwork is then released outward from the anchor 1.

また、このようにして埋設されたアンカー1に型枠を結
着させる場合は、まず、せき板の貫孔4全アンカー1に
合せてせき板を第5図鎖線矢印のように押し進めてコン
クリート2に当接させ、次いで取付管10fホルダー8
の受座8dに当ててから第4図鎖線矢印のように移動さ
せ、取付管10内にアンカー1を収容するとともに、数
句管10の前端部を貫孔4に突入させ、連結ビン9をホ
ルダー8と取付管10との各ヒ。
In addition, when attaching the formwork to the anchors 1 buried in this way, first push the weir plate forward in the direction of the dashed line arrow in Figure 5 to fit all the anchors 1 in the through holes 4 of the weir plate, and then move the concrete 2. and then the mounting tube 10f holder 8
The anchor 1 is placed in the mounting tube 10 by moving it in the direction of the dashed line arrow in FIG. Each of the holder 8 and the mounting tube 10.

ン孔Be、8e+10c、10cに挿通して、取付管l
Oとホルダー8とを結着させるとともに、締付ボルト1
2を締め込んでアンカーボルト1に緊締するのである。
Insert into the mounting holes Be, 8e + 10c, 10c, and attach the mounting pipe l.
While connecting O and holder 8, tightening bolt 1
2 and tighten it to the anchor bolt 1.

以上説明したように、本発明は、アンカーの端部に挿通
して緊締するとともに前端部をせき板の貫孔に嵌合され
るようにした取付管と、せき板に固定され取付管を着脱
自在としたホルダーとを備えて、アンカーと型枠との結
合を行うようにしたので、アンカーのセット作業及び、
既設アンカーへの型枠の取付けに際し、アンカーとせき
板の貫孔との位置合せと締結作業が確実、容易であると
ともに、アンカーのコンクリートから突出する部分の長
さを大巾に短縮することができ、その結果、型枠の取外
し、移動時に、型枠の側方への移動量が少なくてすむこ
とになり、装置が簡単化され作業を能率よく行うことが
できることになる等、多くの優れた効果を有するもので
ある。
As explained above, the present invention provides a mounting tube that is inserted into the end of an anchor and tightened, and whose front end is fitted into a through hole in a sheath plate, and a mounting tube that is fixed to the sheath plate and can be attached and detached. Since it is equipped with a flexible holder to connect the anchor and the formwork, it is easy to set the anchor and
When attaching formwork to existing anchors, alignment and fastening work between the anchor and the through-hole of the weir plate is reliable and easy, and the length of the part of the anchor protruding from the concrete can be significantly shortened. As a result, when removing or moving the formwork, the amount of lateral movement of the formwork is reduced, which simplifies the equipment and allows for more efficient work. It has the following effects.

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

第1図は従来のアンカーと型枠との取付状態を示した側
断面図、第2図は本発明の一実施例を示す側断面図、第
3図は同平断面図、第4図は取付管の着脱状態を示す平
断面図、第5図は型枠の着脱状態を示す平断面図である
。 1・・・・・・アンカー  2・・・コンクリート3・
・・・・・せき板   4・・・・・・貫孔8・・・・
・・ホルダー  8d・・・受座9・・・・・・連結ピ
ン  10・・・取付管10a・・・円錐状部 ]、 
Ob・・・鍔部11・・・ストッパー 12・・・締付
ボルト特許出願人 岡部株式会社
Fig. 1 is a side sectional view showing the state of attachment of a conventional anchor and formwork, Fig. 2 is a side sectional view showing an embodiment of the present invention, Fig. 3 is a plan sectional view thereof, and Fig. 4 is FIG. 5 is a plan sectional view showing the attached/detached state of the mounting pipe, and FIG. 5 is a plan sectional view showing the attached/detached state of the formwork. 1... Anchor 2... Concrete 3.
...Weir plate 4...Through hole 8...
...Holder 8d...Socket 9...Connecting pin 10...Mounting tube 10a...Conical part],
Ob...Flame 11...Stopper 12...Tightening bolt Patent applicant Okabe Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 側面コ字形に形成し、その開放端をせき板に固着させた
ホルダーと、アンカーの端部を所定深さに挿通して緊脱
自在と′した数句管とを備え、前記ホルダーには前記取
付管の後部を受容する受座を形成し、前記取付管にはそ
の前端部にせき板の貫孔に嵌入させる係合部を設けると
ともに、ホルダー及び取付管の各後部を互に着脱自在と
した結合手段を設けたことを特徴とする、コンクリート
型枠のアンカー取付装置。
The holder is formed into a U-shape on the side and has an open end fixed to a sheathing plate, and a holder that can be freely tensioned and removed by inserting the end of the anchor to a predetermined depth, and the holder has the above-mentioned A seat is formed to receive the rear part of the mounting pipe, and the mounting pipe is provided with an engaging part at its front end to fit into the through hole of the weir plate, and the holder and the rear parts of the mounting pipe can be attached and detached from each other. An anchor attachment device for concrete formwork, characterized in that it is provided with a connecting means.
JP10848782A 1982-06-25 1982-06-25 Anchor attaching apparatus of concrete mold frame Granted JPS59466A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10848782A JPS59466A (en) 1982-06-25 1982-06-25 Anchor attaching apparatus of concrete mold frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10848782A JPS59466A (en) 1982-06-25 1982-06-25 Anchor attaching apparatus of concrete mold frame

Publications (2)

Publication Number Publication Date
JPS59466A true JPS59466A (en) 1984-01-05
JPH0152544B2 JPH0152544B2 (en) 1989-11-09

Family

ID=14486001

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10848782A Granted JPS59466A (en) 1982-06-25 1982-06-25 Anchor attaching apparatus of concrete mold frame

Country Status (1)

Country Link
JP (1) JPS59466A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5124720A (en) * 1990-08-01 1992-06-23 Hewlett-Packard Company Fault-tolerant dot-matrix printing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5124720A (en) * 1990-08-01 1992-06-23 Hewlett-Packard Company Fault-tolerant dot-matrix printing

Also Published As

Publication number Publication date
JPH0152544B2 (en) 1989-11-09

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