JPH10194662A - Hoisting accessory - Google Patents

Hoisting accessory

Info

Publication number
JPH10194662A
JPH10194662A JP523797A JP523797A JPH10194662A JP H10194662 A JPH10194662 A JP H10194662A JP 523797 A JP523797 A JP 523797A JP 523797 A JP523797 A JP 523797A JP H10194662 A JPH10194662 A JP H10194662A
Authority
JP
Japan
Prior art keywords
pin
anchor bolt
hanging
connecting piece
shackle
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
JP523797A
Other languages
Japanese (ja)
Inventor
Yoshimi Kiyama
善美 木山
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.)
Proterial Ltd
Original Assignee
Hitachi Metals Ltd
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 Hitachi Metals Ltd filed Critical Hitachi Metals Ltd
Priority to JP523797A priority Critical patent/JPH10194662A/en
Publication of JPH10194662A publication Critical patent/JPH10194662A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Engaging Elements For Cranes (AREA)
  • Hooks, Suction Cups, And Attachment By Adhesive Means (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a hoisting accessory to prevent deviation of an anchor bolt and to safely work by providing pressure contact means on an anchor bolt deviation prevention device. SOLUTION: A head end 12a of a pin 2 is drawn into the side of a spring 13 from the side of an introducing output part 8 and a sufficient space free to insert a connection head 6 of an anchor bolt 5 is secured on the introduction cutout part 8 by manually drawing the pin 12 in a direction to part from a pin 11 against pressure force of the spring 13 of pressure contact means 10. When the connection head 6 is inserted to a specified position, a connecting piece 3 is revolved thereafter. When the manually drawn pin 12 is released at a proper position in the middle of revolution of the connecting piece 3, the pin 12 stops in a state where it is pressure contacted on the stop pin 11 by pressure force of the spring 13, and the anchor bolt 5 is connected to the connecting piece 3.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、一般にコンクリー
ト等に埋設された、心棒と結合ヘッドを有するアンカー
ボルトと、これに装着可能な接続片と、この接続片をク
レーン等により吊下げるための吊下げシャックルに関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor bolt generally having a mandrel and a connecting head embedded in concrete or the like, a connecting piece attachable to the anchor bolt, and a suspension for hanging the connecting piece by a crane or the like. It relates to the lowering shackle.

【0002】[0002]

【従来の技術】土木あるいは建築工事等でコンクリート
ブロック等を吊下げ、搬送する場合には、ワイヤやロー
プ等を使用してホイストやクレーンにより実施するのが
一般的である。この場合、コンクリートブロック等がワ
イヤやロープを挿通して吊下げが容易な形状に成形され
ていれば作業は能率良く実施できるが、通常は単なるブ
ロック状となっている場合が多い。このような場合は、
コンクリートブロック等にワイヤやロープを固定するの
に時間を要するばかりでなく、安全面からみても危険で
ある。
2. Description of the Related Art In general, when a concrete block or the like is suspended and transported in civil engineering or construction work, it is generally carried out by a hoist or a crane using a wire or a rope. In this case, the work can be performed efficiently if the concrete block or the like is formed into a shape that can be easily suspended by inserting a wire or a rope. However, the work is usually simply a block. In such a case,
Not only does it take time to fix the wire or rope to the concrete block or the like, but it is dangerous from the viewpoint of safety.

【0003】この改善策として、最近は種々の吊下げ方
法や運搬装置が提案されている。その一例として、例え
ば特公平1−52315号公報の開示がある。図7はこ
の公報である吊上げ装置にコンクリート製造部材を吊す
装置を示したものである。心棒52(公報の図に記載さ
れた符号と変えている)と結合ヘッド53を有しかつコ
ンクリート製造部材内に埋め込むため設けられたアンカ
ーボルト51、及びこれに接続される球形接続片54が
設けられており、この接続片54から操作アーム55が
張り出しており、その際接続片54が弧状に案内された
スリット溝56を有し、このスリット溝56の断面が結
合ヘッド53の形に合わされており、かつこのスリット
溝56の一方の端部が、結合ヘッド用導入切り欠き57
を備え、一方アンカーボルト51の心棒52がスリット
溝内で案内されており、その際さらに接続片54が中央
範囲に継手孔58を有し、この孔58がスリット溝56
の平面に対して直交するように延びており、かつこの孔
58内に、吊上げ装置を止めるため吊下げ孔を有する吊
下げシャックル59が継手状に挿入されており、その際
スリット溝56が、導入切り欠き57の範囲において可
動の安全ピン60によって閉鎖できる、吊上げ装置にコ
ンクリート製造部材を吊す装置において、吊下げシャッ
クル59が橋絡シャックルとして構成されており、この
シャックルの橋絡片61が、継手孔62と吊下げ孔63
を分離しており、また操作アーム55が、実質的に接線
状に接続片54に一体成形されており、かつ2つの操作
アーム側壁65から構成されており、また、安全ピン6
0が弧状に形成されており、かつ接続片54において弧
状切り欠き64内で案内されており、かつ安全ピン60
は、解除運動の際操作アーム側壁65の間に挿入可能で
あり、また接続片54の操作アーム55と安全ピン60
上端部は、継手孔62を通り抜けて揺動可能な寸法を有
することを特徴とする、吊上げ装置にコンクリート製造
部材を吊す装置である。
[0003] As a remedy, various suspension methods and conveying devices have been proposed recently. One example is disclosed in Japanese Patent Publication No. 1-52315. FIG. 7 shows an apparatus for suspending a concrete production member in the lifting apparatus disclosed in this publication. An anchor bolt 51 having a mandrel 52 (replaced by the reference numerals in the figures of the publication), a coupling head 53 and provided for embedding in a concrete manufacturing member, and a spherical connecting piece 54 connected thereto are provided. The operating arm 55 projects from the connecting piece 54, and the connecting piece 54 has a slit groove 56 guided in an arc shape, and the cross section of the slit groove 56 matches the shape of the coupling head 53. And one end of the slit groove 56 is provided with an introduction notch 57 for the coupling head.
The mandrel 52 of the anchor bolt 51 is guided in the slit groove, the connecting piece 54 further having a joint hole 58 in the central region, which hole 58
And a hanging shackle 59 having a hanging hole for stopping the lifting device is inserted into the hole 58 in a joint shape. In this case, a slit groove 56 is formed. In a device for suspending a concrete production member on a lifting device, which can be closed by a movable safety pin 60 in the area of the introduction cut-out 57, the suspension shackle 59 is configured as a bridging shackle, and the bridging piece 61 of this shackle is Joint hole 62 and hanging hole 63
And the operating arm 55 is formed substantially integrally with the connecting piece 54 in a substantially tangential manner, and is constituted by two operating arm side walls 65.
0 is formed in an arc shape, is guided in the arc-shaped notch 64 in the connecting piece 54, and has a safety pin 60
Can be inserted between the operation arm side wall 65 during the release movement, and the operation arm 55 of the connection piece 54 and the safety pin 60 can be inserted.
The upper end has a dimension capable of swinging through the joint hole 62, and is a device for suspending a concrete production member on a lifting device.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、安全ピ
ン60は、解除運動の際操作アーム側壁65の間に単に
挿入可能であり、また接続片54の操作アーム55と安
全ピン60の上端部は、継手孔62を通り抜けて揺動可
能な寸法を有するのみでる。よって、吊下げに際して、
接続片54のスリット溝56内にアンカーボルト51の
結合ヘッド53を挿入後は、手操作により安全ピン60
を動かして導入切り欠き57部を安全ピン60で塞ぐ操
作が必要である。かりに、吊下げの前にこの手操作によ
り塞ぐことを忘れた場合には安全ピン60は用を成さ
ず、安全ピンとしての効果は全く無いことになり安全上
問題である。
However, the safety pin 60 can simply be inserted between the operation arm side walls 65 during the releasing movement, and the operation arm 55 of the connecting piece 54 and the upper end of the safety pin 60 are It only has dimensions that allow it to swing through the joint hole 62. Therefore, when suspending
After inserting the coupling head 53 of the anchor bolt 51 into the slit groove 56 of the connection piece 54, the safety pin 60 is manually operated.
Is required to close the introduction notch 57 with the safety pin 60. On the other hand, if it is forgotten to close by the manual operation before the suspension, the safety pin 60 is useless and has no effect as a safety pin, which is a problem in terms of safety.

【0005】[0005]

【課題を解決するための手段】発明者は詳細形状を研究
の結果、吊下げの前に、この手操作により塞ぐことを実
施しなくてもアンカーボルトの逸脱を防止し、安全に作
動する吊具の機構に想達した。
As a result of research on the detailed shape, the inventor has found that the anchor bolt can be prevented from deviating without a manual closing operation before the suspension, and the suspension can be operated safely. I arrived at the mechanism of the tool.

【0006】本発明の吊具は、吊下げシャックルと接続
片とからなり、該接続片が吊下げシャックルを挿通可能
な継手孔と、アンカーボルトに設けた結合ヘッドを装着
可能なスリット溝と、導入切り欠き部と、アンカーボル
ト逸脱防止装置で構成し、該逸脱防止装置に圧着手段を
設けるものである。吊下げシャックルは接続片をクレー
ン等で吊下げるためのシャックルとして使用するもので
あり、接続片はコンクリート等に埋設されたアンカーボ
ルトの結合ヘッドを導入切り欠き部を介してスリット溝
へ挿通して吊下げを可能とするものである。また、アン
カーボルト逸脱防止装置は吊下げ、運搬作業等の際に不
慮の事故等により接続片からアンカーボルトの結合ヘッ
ドが逸脱するのを防止するための装置である。
The hanging tool of the present invention comprises a hanging shackle and a connecting piece, the connecting piece having a joint hole through which the hanging shackle can be inserted, a slit groove provided on an anchor bolt for mounting a connecting head, It comprises an introduction notch and an anchor bolt deviation prevention device, and the deviation prevention device is provided with a crimping means. The hanging shackle is used as a shackle for suspending the connection piece with a crane etc., and the connection piece is inserted into the slit groove through the cutout part by introducing the coupling head of the anchor bolt embedded in concrete etc. It allows suspension. In addition, the anchor bolt deviation prevention device is a device for preventing the coupling head of the anchor bolt from deviating from the connecting piece due to an accident or the like during suspension or transportation work.

【0007】なお、アンカーボルト逸脱防止装置は圧着
手段と止めピンで構成し、さらに圧着手段は可動可能な
ピンとバネで構成する。アンカーボルト逸脱防止装置を
圧着手段と止めピンで構成し、通常は圧着手段のピンが
バネにより押圧(圧着)されていて止めピンで受け止め
ている機構とする。また、止めピンを設ける位置は、圧
着手段のピンがバネで止めピン側へ圧着されているとき
に、接続片の導入切り欠き部でアンカーボルトの結合ヘ
ッドが圧着手段のピンの止めピン側位置に干渉して抜け
出さない位置に設け、さらに、結合ヘッドを導入切り欠
き部からスリット溝側へ挿通するときには、圧着手段の
ピンの止めピン側位置を結合ヘッドがバネの押圧に逆ら
って押し上げ、または人力によりピンを引き上げて導入
切り欠き部からスリット溝側へと結合ヘッドが通過可能
な位置とする。
The anchor bolt deviation prevention device comprises a crimping means and a stopper pin, and the crimping means comprises a movable pin and a spring. The anchor bolt deviation prevention device is composed of a crimping means and a fixing pin, and usually has a mechanism in which the pin of the crimping means is pressed (pressed) by a spring and received by the fixing pin. When the pin of the crimping means is crimped to the side of the pin with a spring, the coupling head of the anchor bolt is located at the position of the pin of the pin of the crimping means when the pin of the crimping means is crimped to the side of the pin. When the coupling head is inserted into the slit groove side from the introduction notch, the coupling head pushes up the position of the pin of the crimping means against the pressing of the spring, or The pin is pulled up by human power to a position where the coupling head can pass from the cut-out notch to the slit groove side.

【0008】さらに、圧着手段のピンを牽引手段で引っ
張ることにより、バネの押圧に逆らって押し上げ可能な
機構に構成する。例えば、ピンの先端に孔または切り欠
き溝等を設け、ロープ等の牽引手段で引っ張ることによ
り、アンカーボルトの結合ヘッドを接続片の導入切り欠
き部から抜き取る際の逸脱防止解除操作が遠隔操作とし
て可能とする。
Further, the pin of the crimping means is configured to be pulled up by the pulling means so that the pin can be pushed up against the pressing force of the spring. For example, a hole or a notch groove or the like is provided at the tip of the pin, and by pulling with a pulling means such as a rope, the deviation prevention release operation when the coupling head of the anchor bolt is pulled out from the introduction notch portion of the connection piece as a remote operation. Make it possible.

【0009】また、接続片を牽引手段で回動可能な機構
に構成する。接続片のアンカーボルト逸脱防止装置近傍
に突起部や開口した孔を設け、ロープ等の牽引手段で引
っ張り、接続片の中央部またはその近傍に設けた継手孔
を中心に回動可能とする。前記逸脱防止解除操作時の接
続片の回動操作が遠隔操作可能となり、作業がさらに容
易となる。
Further, the connecting piece is configured as a mechanism that can be rotated by the traction means. A protrusion or an open hole is provided near the anchor bolt deviation prevention device of the connection piece, and the connection piece is pulled by a pulling means such as a rope, and is rotatable around a joint hole provided at or near the center of the connection piece. The turning operation of the connection piece at the time of the departure prevention releasing operation can be remotely operated, and the work is further facilitated.

【0010】加えて、吊下げシャックルの中央部近傍に
橋絡片を設け、継手部孔と吊下げ部孔を分離して設け
る。橋絡片を設けることにより吊下げシャックルの中央
部近傍が補強され、シャックルの変形が発生しにくくな
る。また、前記圧着手段のピンの牽引手段や接続片を回
動する牽引手段で使用するロープ等を継手部孔に挿通し
て引っ張ることにより、吊下げ部孔にクレーン等のフッ
クを挿通し吊下げたときにこのフック部にロープ等を噛
み込む心配がなく、作業を更に安全かつ円滑に行う上か
らも優れた構造となる。
In addition, a bridging piece is provided near the center of the suspension shackle, and the joint hole and the suspension hole are provided separately. By providing the bridging pieces, the vicinity of the center of the suspended shackle is reinforced, and the shackle is less likely to be deformed. Further, by inserting a rope or the like used for the pin pulling means of the crimping means or the pulling means for rotating the connecting piece through the joint hole and pulling the hook, a hook such as a crane is inserted into the hanging hole and the suspension is hung. In this case, there is no need to worry about a rope or the like getting caught in the hook portion, and the structure is excellent in that the work can be performed more safely and smoothly.

【0011】[0011]

【発明の実施の形態】以下本発明の実施例を詳細に説明
するが、本発明はこれらの実施例により何等限定される
ものではない。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail, but the present invention is not limited to these embodiments.

【0012】[0012]

【実施の形態1】図1〜図6は本発明の一実施例であ
る。図1は本発明の吊具の正面図であり、図2は図1の
側面図を示す。また、図3は図2のA−A断面図を、図
4はアンカーボルトの結合ヘッドを接続片の導入切り欠
き部に挿通した際の状況を示す断面図を、図5は吊下げ
作業が終了してアンカーボルトの結合ヘッドを接続片の
導入切り欠き部から外すために、圧着手段のピンと接続
片を牽引手段でそれぞれ引っ張った状態を示す断面図で
ある。さらに、図6は吊下げシャックルに橋絡片を設
け、継手部孔と吊下げ部孔を分離して設けた吊下げシャ
ックルの側面図である。
Embodiment 1 FIGS. 1 to 6 show an embodiment of the present invention. FIG. 1 is a front view of the hanger of the present invention, and FIG. 2 is a side view of FIG. FIG. 3 is a cross-sectional view taken along the line AA of FIG. 2, FIG. 4 is a cross-sectional view showing a situation when the coupling head of the anchor bolt is inserted through the introduction notch of the connection piece, and FIG. It is sectional drawing which shows the state which pulled the pin of the crimping | compression-bonding means, and the connection piece by the traction means, respectively, in order to complete | finish the coupling head of an anchor bolt from the introduction cutout part of a connection piece. FIG. 6 is a side view of a hanging shackle in which a bridging piece is provided on a hanging shackle, and a joint hole and a hanging hole are separately provided.

【0013】図1〜図3において、本発明の吊具1は吊
下げシャックル2と接続片3とで構成されている。吊下
げシャックル2の基本形状は断面形状が円で、側面から
みた形状は図2に示すとおりの楕円形とした。楕円形の
ため、クレーン等のフックが挿通しやすく、円形に比べ
て重量が軽くできる。小型の吊具1では取扱重量が軽い
ので円形としてもよい。
1 to 3, a hanging tool 1 of the present invention comprises a hanging shackle 2 and a connecting piece 3. The basic shape of the hanging shackle 2 was a circle in cross section, and the shape as viewed from the side was an ellipse as shown in FIG. Because of the elliptical shape, hooks such as cranes can be easily inserted, and the weight can be reduced compared to a circular shape. The small hanging tool 1 may be circular because the handling weight is light.

【0014】また、接続片3の中央部に吊下げシャック
ル2挿通用の継手孔4を開口した。接続片3は継手孔4
を介して、余裕を持った孔寸法で吊下げシャックル2と
組み立てたので、接続片3は継手孔4を中心として自由
に回動が可能である。
Further, a joint hole 4 for inserting the hanging shackle 2 is opened at the center of the connecting piece 3. Connection piece 3 is joint hole 4
The connecting piece 3 can be freely rotated about the joint hole 4 because the connecting shackle 2 is assembled with the hanging shackle 2 with a sufficient hole size via the through hole.

【0015】更に、接続片3にはアンカーボルト5の頂
部に設けた結合ヘッド6が挿入可能なスリット溝7とそ
の一端(図1及び図3ではスリット溝7の左上側)に導
入切り欠き部8を設けた。さらに接続片3には継手孔4
を中心として、スリット溝7の反対側にアンカーボルト
5の逸脱防止装置9を設けた。この逸脱防止装置9は圧
着手段10と止めピン11で構成し、圧着手段10はピ
ン12とバネ13で構成し、通常はピン12がバネ13
で止めピン11に押圧されている構造とした。また、バ
ネ13の押圧強度はバネ13の押圧力に逆らって人力で
ピン12を止めピン11と反対方向に引っ張ったときに
可動可能な強度に設計した。
Further, the connecting piece 3 has a slit groove 7 provided at the top of the anchor bolt 5 into which a coupling head 6 can be inserted, and a notch formed at one end thereof (upper left side of the slit groove 7 in FIGS. 1 and 3). 8 were provided. Further, the connection piece 3 has a joint hole 4.
A device 9 for preventing the anchor bolt 5 from deviating is provided on the opposite side of the slit groove 7 with the center as the center. The departure prevention device 9 comprises a crimping means 10 and a stopper pin 11, and the crimping means 10 comprises a pin 12 and a spring 13.
And the structure was pressed against the stopper pin 11. The pressing strength of the spring 13 is designed to be movable enough when the pin 12 is pulled by a human force in the opposite direction to the pressing pin 11 against the pressing force of the spring 13.

【0016】図4はアンカーボルト5の結合ヘッド6を
接続片3の導入切り欠き部8に挿通した際の状況を示す
断面図である。バネ13の押圧力に逆らってピン12を
止めピン11から離れる方向に人力で引っ張ることによ
り、ピン12の先端12aは導入切り欠き部8側からバ
ネ13側へ引き込まれ、導入切り欠き部8には結合ヘッ
ド6が挿入可能な十分な空間が確保される。結合ヘッド
6を所定位置まで挿入したら、次に接続片3を回動させ
る。つまり、図4に於て接続片3を右廻りに約105度
程回転させると図3の状態となる。人力で引っ張ってい
たピン12は接続片3の回動途中の適当な位置で離せ
ば、バネ13の押圧力でピン12は止めピン11に圧着
された状態で止まり、図3の状態となる。
FIG. 4 is a cross-sectional view showing a state where the coupling head 6 of the anchor bolt 5 is inserted into the cutout 8 of the connecting piece 3. By manually pulling the pin 12 in a direction away from the stop pin 11 against the pressing force of the spring 13, the tip 12 a of the pin 12 is pulled from the introduction notch portion 8 side to the spring 13 side, and is inserted into the introduction notch portion 8. A sufficient space in which the coupling head 6 can be inserted is secured. After the coupling head 6 is inserted to a predetermined position, the connecting piece 3 is rotated next. That is, when the connection piece 3 is rotated clockwise by about 105 degrees in FIG. 4, the state shown in FIG. 3 is obtained. If the pin 12 that has been pulled by human power is released at an appropriate position during the rotation of the connection piece 3, the pin 12 stops by being pressed against the stop pin 11 by the pressing force of the spring 13, and the state shown in FIG. 3 is obtained.

【0017】一連の吊下げ、運搬作業が終了するとアン
カーボルト5から接続片3を分離する作業が必要であ
る。図5はこの時のアンカーボルト5の結合ヘッド6を
接続片3の導入切り欠き部8から外すために、圧着手段
10のピン12と接続片3を牽引手段17、18でそれ
ぞれ引っ張った状態を示す断面図である。図5の接続片
3は図3の接続片3の位置から継手孔4を中心として左
廻りに約105度程回転させた位置である。つまり、こ
の位置は吊下げ作業開始時の、アンカーボルト5の結合
ヘッド6を接続片3の導入切り欠き部8に挿通する時と
同じ位置となる。
When a series of hanging and carrying operations are completed, it is necessary to separate the connecting pieces 3 from the anchor bolts 5. FIG. 5 shows a state in which the pin 12 of the crimping means 10 and the connecting piece 3 are pulled by the pulling means 17 and 18 in order to remove the connecting head 6 of the anchor bolt 5 from the cutout 8 of the connecting piece 3 at this time. FIG. The connecting piece 3 in FIG. 5 is a position rotated about 105 degrees counterclockwise around the joint hole 4 from the position of the connecting piece 3 in FIG. In other words, this position is the same as the position when the coupling head 6 of the anchor bolt 5 is inserted into the introduction notch 8 of the connecting piece 3 at the start of the suspension work.

【0018】前もって接続片3を製作するときに、図5
に示した位置に突起物14を接続片3と一体に設け、更
に突起物14に孔15を開口しておいた。一方、ピン1
2には止めピン11と反対側に小孔16を設けておい
た。その後、孔15と小孔16には離れた位置から引張
操作が出来るように牽引手段(ロープ)17、18を付
設しておいた。
When the connecting piece 3 is manufactured in advance, FIG.
The projection 14 is provided integrally with the connection piece 3 at the position shown in FIG. On the other hand, pin 1
2 has a small hole 16 on the opposite side to the stop pin 11. After that, the holes 15 and the small holes 16 are provided with pulling means (ropes) 17 and 18 so that the pulling operation can be performed from a remote position.

【0019】一連の吊下げ運搬作業が終了した後の操作
は、まず牽引手段(ロープ)17を引張り、接続片3を
図5の位置近くまで回動する。その後、牽引手段18を
引張ると、バネ13の押圧に逆らってピン12の先端1
2aが止めピン11から引き離される。この操作によ
り、先端12aとアンカーボルト5の結合ヘッド6との
干渉がなくなり、結合ヘッド6の位置は図5の状態とな
る。この状態で吊下げシャックル2をクレーンのフック
等(図示はしていない)で吊下げると、接続片3と結合
ヘッド6との切り離しが完了する。
After a series of hanging and carrying operations is completed, first, the pulling means (rope) 17 is pulled, and the connecting piece 3 is turned to a position close to the position shown in FIG. Thereafter, when the traction means 18 is pulled, the tip 1 of the pin 12 is opposed to the pressing of the spring 13.
2 a is pulled away from the locking pin 11. This operation eliminates interference between the distal end 12a and the coupling head 6 of the anchor bolt 5, and the position of the coupling head 6 is as shown in FIG. In this state, when the hanging shackle 2 is hung by a crane hook or the like (not shown), the separation of the connecting piece 3 from the coupling head 6 is completed.

【0020】吊下げシャックル2に橋絡片19を設け、
継手部孔20と吊下げ部孔21を分離して設けた形状を
図6に示す。橋絡片19の大きさは吊下げシャックル2
が変形しにくい形状及び大きさとしたが、特にこの形状
にこだわるものではなく、単に幅寸法が一定な平板状と
してもよい。また、継手部孔20の大きさは接続片3が
図面上で直角方向に回動した時に、ピン12や突起部1
4が橋絡片19に干渉しない大きさとした。更に、吊下
げ部孔21はクレーン等のフックが挿入した時に十分余
裕を持って装着できる大きさとした。圧着手段10のピ
ン12や接続片3に設けた突起部14を引張りまたは回
動する牽引手段(ロープ)17、18を継手部孔20に
挿通し、引張るようにしたので、吊下げ部孔21にクレ
ーン等のフックを挿通し吊下げてもこのフック部に牽引
手段(ロープ)17、18を噛み込む心配がなくなり、
作業を安全、円滑に行うことができた。
A bridging piece 19 is provided on the hanging shackle 2,
FIG. 6 shows a shape in which the joint hole 20 and the suspension hole 21 are provided separately. The size of the bridging piece 19 is a hanging shackle 2
Although the shape and the size are hardly deformed, the shape is not particularly limited to this shape, and may be a flat plate having a constant width. The size of the joint hole 20 is such that when the connecting piece 3 is rotated in the direction perpendicular to the drawing, the pin 12 or the projection 1
4 has a size that does not interfere with the bridging piece 19. Further, the hanging portion hole 21 is sized so that it can be attached with a sufficient margin when a hook such as a crane is inserted. Since the pulling means (ropes) 17 and 18 for pulling or rotating the pins 12 of the crimping means 10 and the connecting pieces 3 provided on the connecting pieces 3 are inserted into the joint hole 20 and pulled, the hanging holes 21 Even if a hook such as a crane is inserted through the hook and suspended, there is no need to worry about the towing means (ropes) 17 and 18 being bitten by this hook.
The work was safe and smooth.

【0021】[0021]

【発明の効果】以上、本発明によれば、アンカーボルト
の逸脱防止装置に圧着手段を設け、圧着手段をピンとバ
ネで構成し、更に圧着手段のピンと接続片の突起部とを
牽引手段で可動可能とし、吊下げシャックルに橋絡片を
設けたので作業が安全で円滑に行える吊具を提供するこ
とができる。
As described above, according to the present invention, the crimping means is provided in the device for preventing the deviation of the anchor bolt, the crimping means is constituted by a pin and a spring, and the pin of the crimping means and the projection of the connecting piece are movable by the traction means. It is possible to provide a hanger that can be operated safely and smoothly because a bridging piece is provided on the hanging shackle.

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

【図1】本発明の吊具の正面図である。FIG. 1 is a front view of a hanger of the present invention.

【図2】本発明の吊具の側面図である。FIG. 2 is a side view of the hanger of the present invention.

【図3】図2のA−A断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】結合ヘッドを接続片の導入切り欠き部に挿通し
た状況を示す断面図である。
FIG. 4 is a cross-sectional view showing a state in which the coupling head is inserted into an introduction notch of a connection piece.

【図5】圧着手段のピンと接続片を牽引手段で引っ張っ
た状態を示す断面図である。
FIG. 5 is a cross-sectional view showing a state in which a pin and a connection piece of a crimping unit are pulled by a pulling unit.

【図6】橋絡片を設けた吊下げシャックルの側面図であ
る。
FIG. 6 is a side view of a hanging shackle provided with bridging pieces.

【図7】従来技術の吊上げ装置にコンクリート製造部材
を吊す装置の断面図である。
FIG. 7 is a cross-sectional view of a conventional apparatus for suspending a concrete production member on a lifting apparatus.

【符号の説明】[Explanation of symbols]

1:吊具 2:吊下げシャックル 3:接続片 4:継手孔 5:アンカーボルト 6:結合ヘッド 7:スリット溝 8:導入切り欠き部 9:逸脱防止装置 10:圧着手段 11:止めピン 12:ピン 12a:先端 13:バネ 14:突起部 15:孔 16:小孔 17、18:牽引手段 19:橋絡片 20:継手部孔 21:吊下げ部孔 1: Hanging tool 2: Hanging shackle 3: Connection piece 4: Joint hole 5: Anchor bolt 6: Coupling head 7: Slit groove 8: Introducing notch 9: Departure prevention device 10: Crimping means 11: Stop pin 12: Pin 12a: Tip 13: Spring 14: Projection 15: Hole 16: Small hole 17, 18: Traction means 19: Bridge piece 20: Joint hole 21: Suspension hole

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 吊下げシャックルと接続片とからなり、
該接続片が吊下げシャックルを挿通可能な継手孔と、ア
ンカーボルトに設けた結合ヘッドを装着可能なスリット
溝と、導入切り欠き部と、アンカーボルト逸脱防止装置
で構成し、該逸脱防止装置に圧着手段を設けたことを特
徴とする吊具。
1. A hanging shackle and a connecting piece,
The connection piece comprises a joint hole through which a hanging shackle can be inserted, a slit groove in which a coupling head provided on an anchor bolt can be mounted, an introduction notch, and an anchor bolt deviation prevention device. A hanging tool provided with a crimping means.
【請求項2】 圧着手段がピンとバネで構成されたこと
を特徴とする請求項1記載の吊具。
2. The hanging tool according to claim 1, wherein the crimping means comprises a pin and a spring.
【請求項3】 圧着手段のピンを牽引手段で可動可能に
構成したことを特徴とする請求項1または2記載の吊
具。
3. The hanging device according to claim 1, wherein the pin of the crimping means is movable by the traction means.
【請求項4】 接続片を牽引手段で回動可能に構成した
ことを特徴とする請求項1乃至3のいずれかに記載の吊
具。
4. The hanging tool according to claim 1, wherein the connecting piece is configured to be rotatable by a pulling means.
【請求項5】 吊下げシャックルに橋絡片を設け、継手
部孔と吊下げ部孔を分離して設けたことを特徴とする請
求項1乃至4のいずれかに記載の吊具。
5. The hanging tool according to claim 1, wherein a bridging piece is provided on the hanging shackle, and the joint hole and the hanging hole are provided separately.
JP523797A 1997-01-16 1997-01-16 Hoisting accessory Pending JPH10194662A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP523797A JPH10194662A (en) 1997-01-16 1997-01-16 Hoisting accessory

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP523797A JPH10194662A (en) 1997-01-16 1997-01-16 Hoisting accessory

Publications (1)

Publication Number Publication Date
JPH10194662A true JPH10194662A (en) 1998-07-28

Family

ID=11605599

Family Applications (1)

Application Number Title Priority Date Filing Date
JP523797A Pending JPH10194662A (en) 1997-01-16 1997-01-16 Hoisting accessory

Country Status (1)

Country Link
JP (1) JPH10194662A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2952046A1 (en) * 2009-11-02 2011-05-06 A2C Prefa System for fixing heavy loads e.g. concrete flagstones on crane, has head slip introduced into cross section opening in position when crossing light is released while maintaining stem at outside of fixing sleeve
WO2017131257A1 (en) * 2016-01-27 2017-08-03 김중호 Lifting fastener

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2952046A1 (en) * 2009-11-02 2011-05-06 A2C Prefa System for fixing heavy loads e.g. concrete flagstones on crane, has head slip introduced into cross section opening in position when crossing light is released while maintaining stem at outside of fixing sleeve
WO2017131257A1 (en) * 2016-01-27 2017-08-03 김중호 Lifting fastener

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