JPH10218553A - Hoisting accessory - Google Patents

Hoisting accessory

Info

Publication number
JPH10218553A
JPH10218553A JP2794397A JP2794397A JPH10218553A JP H10218553 A JPH10218553 A JP H10218553A JP 2794397 A JP2794397 A JP 2794397A JP 2794397 A JP2794397 A JP 2794397A JP H10218553 A JPH10218553 A JP H10218553A
Authority
JP
Japan
Prior art keywords
hanging
connecting piece
anchor bolt
shackle
pin
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
JP2794397A
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 JP2794397A priority Critical patent/JPH10218553A/en
Publication of JPH10218553A publication Critical patent/JPH10218553A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To suspend a concrete member with an anchor bolt in a simple form of undamaging the concrete member and being strong enough by forming a hanging shackle and a connecting piece integrally as one body, and installing a slit groove capable of a connective head installed in this anchor bolt and an induced notch part in the connecting piece. SOLUTION: A hoisting accessory 1 is integrally composed of a hanging shackle 2 hanging down from the hook of a crane and a connecting piece 3 as one body. This connecting piece 3 is provided with a slit groove 6 where a connective head 5 installed in the top of a solid bar-form anchor bolt embedded in concrete, and an induced notch part 7 at the one end, while a hole 9 is opened in a lowering auxiliary means 8 installed in a side face of the connecting piece 3, making it into a form being suspendible by a wire rope. With this constitution, the connective head 5 of the anchor bolt 4 is inserted into the induced notch part 7 of the connecting piece 3, and when the hanging shackle 2 is rotated, the connective head 5 installed in the anchor bolt 4 is made easily insertable into the slit groove 6.

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、心棒と結合ヘッドとを有するアンカ
ーボルトをクレーン等により吊下げ、または運搬するた
めの吊金具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hanger for hanging or transporting an anchor bolt having a mandrel and a coupling head, which is generally buried in concrete or the like, using a crane or the like.

【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、または運搬する場合には、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。このような場合、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 or 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 such a case, the work can be carried out efficiently if the concrete block or the like is formed into a shape that is easy to suspend by inserting a wire or a rope, but it is usually a simple block in many cases. In such a case, it takes time to fix the wire or the rope to the concrete block or the like, and 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
ば特開昭54−118048号公報の開示がある。図8
はこの公報であるコンクリート完成部品を搬送するため
の装置を示したものである。コンクリートで囲まれた固
定部材からなる、コンクリート完成部品を搬送するため
の装置であって、前記固定部材が、コンクリート完成部
品の凹所において、吊上げ装置と結合するための解離可
能なフック状部材のための環状部を形成している形状の
ものにおいて、鋳鋼から成るフック状部材51(公報と
番号を変えている)が下側のフック部分52と上側のア
イ部分53とを有しており、このばあいフック部分52
の外側輪郭54がほぼ球状に形成されており、かつフッ
クによってつかまれる環状部55のための、フック部分
52の丸い当接面56が下側の球状においてほぼ曲率中
心点57を中心にして湾曲されており、かつフック部分
52に接続されたアイ部分53は、吊上げ装置のための
貫通孔58を備えたプレート59によって形成されてい
ることを特徴とするコンクリート完成部品60を搬送す
るための装置である。更に、ワイヤロープの環状部55
がワイヤロープループ61の一部として形成され、コン
クリート完成部品60に埋設されたものである。
[0003] As a remedy, various suspension methods and conveying devices have been proposed recently. One example is disclosed in Japanese Patent Application Laid-Open No. 54-118048. FIG.
1 shows an apparatus for transporting a finished concrete part disclosed in this publication. What is claimed is: 1. A device for transporting a finished concrete part comprising a fixed member surrounded by concrete, said fixed member comprising a detachable hook-shaped member for coupling with a lifting device in a recess of the finished concrete part. And a hook-shaped member 51 made of cast steel (having a different number from that of the official gazette) has a lower hook portion 52 and an upper eye portion 53, In this case hook part 52
Of the hook portion 52 for the annulus 55 to be gripped by the hook is curved about a center point 57 of curvature in the lower sphere. An eye portion 53 connected to the hook portion 52 and formed by a plate 59 provided with a through hole 58 for a lifting device, the device for conveying a finished concrete part 60 being characterized in that It is. Further, the annular portion 55 of the wire rope
Is formed as a part of the wire rope loop 61 and is embedded in the finished concrete component 60.

【0004】[0004]

【発明が解決しようとする課題】コンクリート完成部品
60に埋設されたワイヤロープループ61は環状部55
をフック状部材51のフック部分52で吊下げた時に
は、単に荷重に耐えるだけでなく、変形も生じないこと
が大切である。しかしながら、ワイヤロープループ61
は中実状のアンカーボルト等と異なりロープであるため
変形し易く、更に所定の形状でコンクリート完成部品6
0に埋設することも困難である。仮に、所定の形状で埋
設できたとしても、コンクリート完成部品60を吊下げ
た時にワイヤロープの環状部55はフック部分52の形
状に沿って引っ張られるので、図9に示すように環状部
55の周囲のコンクリート完成部品60は引張強度に負
けて破損または破壊しやすくなる。また、環状部55は
引っ張られて伸びたままの状態となり、搬送終了後のコ
ンクリート破損部の補修も容易ではない。
The wire rope loop 61 buried in the finished concrete part 60 has an annular portion 55.
It is important not only to withstand the load but also to prevent deformation when the is suspended by the hook portion 52 of the hook-shaped member 51. However, the wire rope loop 61
Is a rope unlike solid anchor bolts and the like, and is easily deformed.
It is also difficult to bury them at zero. Even if it can be buried in a predetermined shape, the annular portion 55 of the wire rope is pulled along the shape of the hook portion 52 when the completed concrete component 60 is suspended, so that the annular portion 55 is The surrounding concrete finished part 60 is likely to be damaged or broken by losing tensile strength. Further, the annular portion 55 is in a state of being stretched and stretched, and it is not easy to repair the damaged portion of the concrete after the completion of the transportation.

【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、コンクリート材を破損しない単純な形状で、か
つ強力な棒状のアンカーボルトを使用して吊下げが可能
で、更にアンカーボルトの逸脱を防止し、安全に操作で
きる吊金具の機構に想達した。
As a result of studying the detailed shape, the inventor has found that a simple shape that does not damage the concrete material can be suspended using a strong rod-shaped anchor bolt. We have come up with a mechanism for hanging brackets that can prevent deviation and operate safely.

【0006】まず、本発明の吊金具に使用するアンカー
ボルトの形状は中実状の心棒とし、その上端部に吊下げ
用の結合ヘッドを、下端部にコンクリート定着用のアン
カーヘッドを設ける。結合ヘッドとアンカーヘッドは、
同一形状とした方がコンクリート内へ埋設する際の誤判
断がなくなり作業が簡易である。吊金具の形状は、クレ
ーン等のフックで吊下げるための吊下げシャックルとア
ンカーボルトの結合ヘッドに接続するための接続片とを
一体で形成し、更に接続片には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
とを設ける。スリット溝の幅はアンカーボルトの心棒が
装着可能な幅とし、導入切り欠き部は結合ヘッドが挿入
可能な幅とする。なお、吊金具の材質は鍛造としても良
いが、吊下げシャックルと接続片とを一体で形成するた
めに鋳鋼または球状黒鉛鋳鉄のごとき鋳物としたほうが
安価で、製作も容易である。
First, the shape of the anchor bolt used in the hanging metal fitting of the present invention is a solid mandrel, and a coupling head for suspension is provided at an upper end thereof, and an anchor head for fixing concrete is provided at a lower end thereof. The coupling head and anchor head
The same shape eliminates misjudgment when embedding in concrete and simplifies the work. The shape of the hanging bracket is such that a hanging shackle for hanging with a hook such as a crane and a connecting piece for connecting to the connecting head of the anchor bolt are integrally formed, and the connecting piece is further provided with a connecting head provided on the anchor bolt. Are provided, and an introduction notch is provided. The width of the slit groove is a width in which the mandrel of the anchor bolt can be mounted, and the introduction cutout has a width in which the coupling head can be inserted. In addition, the material of the hanging fitting may be forged, but it is cheaper and easier to manufacture the casting, such as cast steel or spheroidal graphite cast iron, in order to integrally form the hanging shackle and the connecting piece.

【0007】次に、吊下げシャックルのフックによる吊
下げ側を断面丸に、接続片側を断面角に構成する。吊下
げ側が断面丸であるため、クレーン等のフックの掛け外
しが容易であり、フックとのなじみもよい。一方、接続
片側を断面角に構成すれば断面丸に比べて断面係数の値
を大きくでき、曲げ荷重等による変形が生じ難くなる。
なお、荷重の大きさが小さい場合には吊下げ側と接続片
側の断面を共に丸または角としてもよい。更にはU字形
状の吊下げシャックル形状としてもよい。
Next, the hanging side of the hanging shackle with the hook is configured to have a round cross-section, and the connection side is configured to have a cross-sectional angle. Since the suspension side has a round cross section, it is easy to hang a hook such as a crane and the like, and the hook and the hook are well adapted. On the other hand, when the connection side is configured to have a cross-sectional angle, the value of the cross-sectional modulus can be increased as compared with a round cross-section, and deformation due to bending load or the like is less likely to occur.
When the magnitude of the load is small, both the cross section on the suspension side and the cross section on the connection piece side may be round or square. Further, it may be a U-shaped hanging shackle shape.

【0008】更に、接続片に吊下げ補助手段を設ける。
補助手段を設け、ワイヤロープ等でクレーンフック側と
接続片とを補助的に連結しておけば、作業途中での予想
しない原因でフックから吊下げシャックルが外れても吊
金具が単独で落下することがなく安全上好ましい。
[0008] Further, a suspension assisting means is provided on the connecting piece.
If an auxiliary means is provided and the crane hook side and the connecting piece are auxiliary connected by a wire rope or the like, the hanging bracket alone falls even if the hanging shackle comes off from the hook due to unexpected causes during the work It is preferable from the viewpoint of safety.

【0009】また、接続片にアンカーボルト逸脱防止機
構を設ける。この機構は接続片の導入切り欠き部にアン
カーボルトの結合ヘッドを挿入し、結合ヘッドをスリッ
ト溝側へ移動後、再度導入切り欠き部側へ移動しても結
合ヘッドが導入切り欠き部から逸脱しない機構とする。
逸脱防止機構を設けることにより、必要時以外には接続
片からアンカーボルトが外れなくなり安全である。
Further, the connecting piece is provided with an anchor bolt deviation preventing mechanism. In this mechanism, the coupling head of the anchor bolt is inserted into the introduction notch of the connection piece, and after moving the coupling head to the slit groove side and moving to the introduction notch again, the coupling head deviates from the introduction notch. No mechanism.
By providing the deviation prevention mechanism, the anchor bolt does not come off from the connecting piece except when necessary, and it is safe.

【0010】接続片に設けたアンカーボルト逸脱防止機
構に更に圧着手段を設ける。圧着の機構にはコイル状の
バネを採用してもよく、また板状のバネとして構成して
もよい。圧着手段を設けて常時は導入切り欠き部からア
ンカーボルトの結合ヘッドが逸脱しないように構成して
おけば、接続片と結合ヘッドとを連結したときに不必要
に外れる心配がなく更に安全となる。
[0010] A crimping means is further provided to the anchor bolt deviation prevention mechanism provided on the connecting piece. A coil-shaped spring may be used for the crimping mechanism, or a plate-shaped spring may be used. If the crimping means is provided so that the coupling head of the anchor bolt does not always deviate from the introduction cutout portion, there is no need to worry about unnecessarily coming off when the connecting piece and the coupling head are coupled, which is more secure. .

【0011】また、圧着手段をピンとバネで構成し、更
にピンを牽引手段で可動可能に形成する。接続片にスラ
イド可能なピンを組み込み、常時はこのピンをコイル状
のバネで圧着させておく。導入切り欠き部にアンカーボ
ルトの結合ヘッドが導入するときには、バネの圧着(押
圧)に逆らって結合ヘッドの先端がピンを押上げ導入切
り欠き部に挿入するように構成する。更に、結合ヘッド
と反対側のピンの位置にワイヤロープ等により牽引する
為の牽引手段を設ける。この牽引手段はピン先端側にロ
ープ等を巻き付ける溝または孔を開口してロープ等で引
張り、可動可能とする。一連の作業が終了後、バネの圧
着に逆らって牽引手段でピンを引張ることにより、結合
ヘッドを接続片の導入切り欠き部から外す作業が遠隔操
作可能となり、作業性が向上する。
Further, the crimping means is constituted by a pin and a spring, and the pin is formed so as to be movable by a traction means. A slidable pin is incorporated in the connection piece, and this pin is normally pressed by a coil spring. When the coupling head of the anchor bolt is introduced into the introduction notch, the tip of the coupling head pushes up the pin and inserts the pin into the introduction notch against the pressing (pressing) of the spring. Further, a traction means for traction by a wire rope or the like is provided at the position of the pin opposite to the coupling head. The traction means opens a groove or a hole around which a rope or the like is wound around the tip of the pin, and pulls the rope or the like to make it movable. After a series of operations are completed, the operation of detaching the coupling head from the introduction cutout portion of the connection piece can be remotely operated by pulling the pin with the traction means against crimping of the spring, thereby improving workability.

【0012】更に、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設ける。吊下げシャックルの基
本形状がU字状と異なり円形状で製作した場合、大荷重
用では当然円形状も大きくなり、シャックル部の重量も
必要以上に重たくなり変形も発生し易くなる。このよう
な場合には基本形状を円形状よりもU字状または楕円形
状とした方が好ましい。更に、継手部孔と吊下げ部孔を
分離すべく橋絡片を設ける。橋絡片を設ける位置と形状
はクレーン等のフックの大きさとシャックルに加わる荷
重方向と大きさを勘案して決めることが大切である。
Further, a bridging piece is provided on the hanging shackle,
Provide joint holes and suspension holes. When the hanging shackle is manufactured in a circular shape unlike the U-shape, the circular shape is naturally large for a large load, and the weight of the shackle portion becomes unnecessarily heavy, and deformation is liable to occur. In such a case, it is preferable that the basic shape be a U-shape or an elliptical shape rather than a circular shape. Further, a bridging piece is provided to separate the joint hole and the suspension hole. It is important to determine the position and shape of the bridge piece in consideration of the size of the hook of the crane and the like and the direction and size of the load applied to the shackle.

【0013】[0013]

【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.

【0014】[0014]

【実施の形態1】図1〜図4は本発明の一実施例であ
る。図1は本発明の吊金具の正面図を、図2は図1の側
面図を示す。また、図3は図2のA−A断面図で、接合
片の導入切り欠き部にアンカーボルトの結合ヘッドを挿
入した状態の縮小図を、図4はスリット溝にアンカーボ
ルトの結合ヘッドを挿通した際の状況を示す断面の縮小
図を示したものである。
Embodiment 1 FIGS. 1 to 4 show an embodiment of the present invention. FIG. 1 is a front view of the hanging fitting 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, and is a reduced view showing a state in which the coupling head of the anchor bolt is inserted into the cut-out portion of the joining piece. FIG. FIG. 9 is a reduced view of a cross section showing a situation at the time.

【0015】まず、図1及び図2において、本発明の吊
金具1は吊下げシャックル2と接続片3とを一体で構成
している。また、接続片3には中実棒状のアンカーボル
ト4の頂部に設けた結合ヘッド5が挿入可能なスリット
溝6とその一端(図1ではスリット溝6及びアンカーボ
ルト4の左側)に導入切り欠き部7を設けた。更に、接
続片3の側面(図1ではスリット溝6の右上側)に吊下
げ用の補助手段8を設けた。この補助手段8には孔9を
開口してワイヤロープで吊下げ可能な形状とした。
First, in FIG. 1 and FIG. 2, the hanging bracket 1 of the present invention comprises a hanging shackle 2 and a connecting piece 3 integrally. The connecting piece 3 has a slit groove 6 provided at the top of a solid rod-shaped anchor bolt 4 into which a coupling head 5 can be inserted, and one end thereof (in FIG. 1, a left side of the slit groove 6 and the anchor bolt 4) is notched. Part 7 was provided. Further, auxiliary means 8 for suspension are provided on the side surface of the connection piece 3 (the upper right side of the slit groove 6 in FIG. 1). A hole 9 was opened in the auxiliary means 8 so that the auxiliary means 8 could be suspended by a wire rope.

【0016】また、吊下げシャックル2の基本形状はフ
ックによる吊下げ側2aを断面形状が円に、接続片側2
bを断面角に構成した。吊下げ側2aは断面円であるた
めクレーンのフックとのなじみがよく、接続片側2bは
断面角であるため円形に比べて同一重量での断面係数の
値が大きくでき、曲げ強度が強くなっている。なお、小
型の吊金具1では全体の取扱重量が軽いので吊下げシャ
ックル2の断面をすべて円形としてもよい。
The basic shape of the hanging shackle 2 is such that the hanging side 2a by the hook has a circular cross section,
b was set to the cross-sectional angle. Since the hanging side 2a has a circular cross-section, it can be easily fitted with the hook of the crane, and the connecting side 2b has a cross-sectional angle. I have. In addition, since the entire handling weight of the small hanging bracket 1 is light, the section of the hanging shackle 2 may be all circular.

【0017】図3は接合片3の導入切り欠き部7にアン
カーボルト4の結合ヘッド5を挿入した状態を示す図で
ある。図示の状態から吊下げシャックル2を右方向(図
面上に矢印で示す方向)に回転させると、アンカーボル
ト4に設けた結合ヘッド5をスリット溝6に容易に挿通
可能である。図4はスリット溝6にアンカーボルト4の
結合ヘッド5を挿通した際の状況を示す断面図である。
この状態で吊下げシャックル2をクレーンのフック(図
示はしていない)で吊下げることにより、コンクリート
材10を容易に搬送可能で、アンカーボルト4の周囲の
コンクリート材10の破損や破壊も発生しない。
FIG. 3 is a view showing a state in which the coupling head 5 of the anchor bolt 4 is inserted into the introduction notch 7 of the joining piece 3. When the hanging shackle 2 is rotated rightward (the direction indicated by the arrow in the drawing) from the state shown in the figure, the coupling head 5 provided on the anchor bolt 4 can be easily inserted into the slit groove 6. FIG. 4 is a cross-sectional view showing a situation when the coupling head 5 of the anchor bolt 4 is inserted into the slit groove 6.
By suspending the suspension shackle 2 with a crane hook (not shown) in this state, the concrete material 10 can be easily transported, and the concrete material 10 around the anchor bolt 4 does not break or break. .

【0018】[0018]

【実施の形態2】第2の実施の形態を図5及び図6に示
す。図5は接続片3にアンカーボルト逸脱防止機構11
を設けた状態を示す断面図であり、図6は圧着手段12
のピン13を牽引手段15で引っ張った状態を示す断面
図である。
Embodiment 2 FIGS. 5 and 6 show a second embodiment. FIG. 5 shows that the connecting piece 3 has an anchor bolt deviation prevention mechanism 11.
FIG. 6 is a cross-sectional view showing a state in which the crimping means 12 is provided.
FIG. 3 is a cross-sectional view showing a state where the pin 13 is pulled by a pulling means 15.

【0019】まず、図5について説明する。接続片3の
吊下げシャックル2側にアンカーボルト4の逸脱防止機
構11を設けた。この逸脱防止機構11は圧着手段12
と導入切り欠き部7側に設けた抜け止め防止ピン16と
からなる。圧着手段12は段付き円筒状の孔内を摺動可
能なピン13とバネ14で構成し、通常はピン13がバ
ネ14の圧着力(押圧力)で抜け止め防止ピン16に圧
着されている構造とした。この機構により接続片3とア
ンカーボルト4を接続する際には、結合ヘッド5が抜け
止め防止ピン16側のピン13の先端部13aをバネ1
4の圧着力に逆らって押し開け、アンカーボルト4に設
けられた結合ヘッド5が導入切り欠き部7からスリット
溝6へと挿入可能である。なお、一旦結合ヘッド5がス
リット溝6側へ移動するとピン13の先端部13aはバ
ネ14の圧着力により自動的に抜け止め防止ピン16に
圧着されるのでアンカーボルト4は接続片3から逸脱す
ることはない。
First, FIG. 5 will be described. On the hanging shackle 2 side of the connection piece 3, a mechanism 11 for preventing the anchor bolt 4 from deviating is provided. This departure prevention mechanism 11 is
And a retaining pin 16 provided on the introduction notch 7 side. The crimping means 12 is composed of a pin 13 and a spring 14 which can slide in a stepped cylindrical hole. Usually, the pin 13 is crimped to the retaining pin 16 by the crimping force (pressing force) of the spring 14. Structured. When the connecting piece 3 and the anchor bolt 4 are connected by this mechanism, the coupling head 5 removes the tip 13a of the pin 13 on the side of the retaining prevention pin 16 with the spring 1
4, the coupling head 5 provided on the anchor bolt 4 can be inserted into the slit groove 6 from the introduction cutout 7. Note that once the coupling head 5 moves to the slit groove 6 side, the tip 13a of the pin 13 is automatically pressed against the retaining pin 16 by the pressing force of the spring 14, so that the anchor bolt 4 deviates from the connection piece 3. Never.

【0020】図6は一連の搬送作業が終了後の、接続片
3とアンカーボルト4との切り離し状況を示す図であ
る。まず、作業が終了すると、吊下げシャックル2を接
続片3の左横方向に倒す(図6は接続片3の左横方向に
倒れている状態を示したものである)。次に、ピン13
をバネ14の圧着力に逆らって牽引手段15で引っ張
る。この操作によりピン13の先端部13aは抜け止め
ピン16から引き離され、先端部13aとアンカーボル
ト4の結合ヘッド5との干渉がなくなり、先端部13a
と結合ヘッド5の位置関係は図6に示した状態となる。
つまりアンカーボルトの逸脱防止が解除された状態であ
る。この状態で、前もって吊下げ補助手段8に連結して
おいた牽引手段17を引っ張ると結合ヘッド5が導入切
り欠き部7から開放されて接続片3とアンカーボルト4
との切り離しが完了する。
FIG. 6 is a view showing a state in which the connecting piece 3 and the anchor bolt 4 are separated after a series of carrying operations are completed. First, when the operation is completed, the hanging shackle 2 is tilted leftward in the left direction of the connection piece 3 (FIG. 6 shows a state in which the connection shackle 2 is tilted leftward in the left direction). Next, pin 13
Is pulled by the pulling means 15 against the pressing force of the spring 14. By this operation, the tip 13a of the pin 13 is pulled away from the retaining pin 16, and the interference between the tip 13a and the coupling head 5 of the anchor bolt 4 is eliminated.
The positional relationship between the and the coupling head 5 is as shown in FIG.
That is, the state in which the prevention of the anchor bolt from deviating is released. In this state, when the traction means 17 previously connected to the suspension assisting means 8 is pulled, the coupling head 5 is released from the introduction notch 7 and the connecting piece 3 and the anchor bolt 4 are released.
The disconnection is completed.

【0021】なお、牽引手段15と17は手作業で引張
って操作したが、動力源を利用して操作しても良い。ま
た、牽引手段15と17を交互に使い分けて牽引するこ
とで吊金具の回転、逸脱防止の解除、接続片とアンカー
ボルトとの切り離しが遠隔操作でき、作業の効率化が更
に可能である。
Although the traction means 15 and 17 are operated by manually pulling them, they may be operated using a power source. Further, by alternately using the towing means 15 and 17 for towing, rotation of the hanging metal, release of prevention of departure, and disconnection of the connecting piece from the anchor bolt can be remotely controlled, thereby further improving work efficiency.

【0022】[0022]

【実施の形態3】図7は吊下げシャックル2に橋絡片1
8を設けた一実施例である。吊下げシャックル2の基本
形状は、クレーン等のフックで吊るための吊下げ側2a
をフックが着脱容易なように大きな円弧状とし、接続片
側2bを接続片3の大きさを勘案して小さい円弧状と
し、断面形状は丸とした。
Embodiment 3 FIG. 7 shows a suspension shackle 2 and a bridging piece 1 attached thereto.
8 is an embodiment in which the number 8 is provided. The basic shape of the hanging shackle 2 is a hanging side 2a for hanging with a hook such as a crane.
Was formed into a large arc shape so that the hook could be easily attached and detached, the connection side 2b was formed into a small arc shape in consideration of the size of the connection piece 3, and the cross section was round.

【0023】また、橋絡片18はクレーン等のフックを
着脱するための吊下げ部孔19の方が継手部孔20の方
よりも孔の大きさが大きくなる位置に設けて、フックの
着脱が容易となるように配慮した。吊下げシャックル2
の基本形状は吊下げ方向に細長くして橋絡片18を設け
たので、単純円形状に比べて軽く、強度が大である。
The bridging piece 18 is provided at a position where the size of the hanging portion hole 19 for attaching and detaching a hook of a crane or the like is larger than that of the joint portion hole 20 so that the hook can be attached and detached. Care was taken to make it easier. Hanging shackle 2
Since the basic shape of (1) is elongated in the hanging direction and the bridging pieces 18 are provided, it is lighter and stronger than a simple circular shape.

【0024】[0024]

【発明の効果】以上、本発明によれば、コンクリートを
破損せず単純かつ強力な棒状のアンカーボルトを使用し
て吊下げが可能な構造とし、更にアンカーボルトの逸脱
防止機構、圧着手段、牽引手段を設け、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金
具を提供することができる。
As described above, according to the present invention, it is possible to suspend concrete using a simple and strong rod-shaped anchor bolt without damaging the concrete. Since the means is provided and the bridging piece is provided on the hanging shackle, it is possible to provide a hanging metal fitting which can perform work safely and smoothly.

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

【図1】本発明の実施の形態1の吊金具の正面図であ
る。
FIG. 1 is a front view of a hanger according to a first embodiment of the present invention.

【図2】本発明の図1の吊金具の側面図である。FIG. 2 is a side view of the hanging fitting of FIG. 1 of the present invention.

【図3】図2のA−A断面図で、導入切り欠き部に結合
ヘッドを挿入した状態の縮小図である。
FIG. 3 is a cross-sectional view taken along the line AA of FIG. 2 and is a reduced view showing a state where a coupling head is inserted into an introduction notch;

【図4】スリット溝に結合ヘッドを挿通した状況を示す
断面の縮小図である。
FIG. 4 is a reduced cross-sectional view showing a state in which a coupling head is inserted into a slit groove.

【図5】本発明の実施の形態2の吊金具で、接続片にア
ンカーボルト逸脱防止機構を設けた状態を示す断面図で
ある。
FIG. 5 is a cross-sectional view showing a state in which an anchor bolt deviation prevention mechanism is provided on a connection piece in the hanging fitting according to the second embodiment of the present invention.

【図6】圧着手段のピンを牽引手段で引っ張った状態を
示す断面図である。
FIG. 6 is a cross-sectional view showing a state in which a pin of a crimping unit is pulled by a traction unit.

【図7】本発明の実施の形態3の吊金具で、吊下げシャ
ックルに橋絡片を設けた側面図である。
FIG. 7 is a side view of a hanging bracket according to a third embodiment of the present invention, in which a bridging piece is provided on a hanging shackle.

【図8】従来技術のコンクリート完成部品を搬送するた
めの装置を示す正面図である。
FIG. 8 is a front view showing a conventional apparatus for transporting a finished concrete part.

【図9】従来技術で搬送終了後のコンクリート完成部品
の破損例を示す正面図である。
FIG. 9 is a front view showing an example of breakage of a finished concrete component after completion of transport according to the conventional technique.

【符号の説明】[Explanation of symbols]

1:吊金具 2:吊下げシャックル 2a:吊下げ側 2b:接続片側 3:接続片 4:アンカーボルト 5:結合ヘッド 6:スリット溝 7:導入切り欠き部 8:補助手段 9:孔 10:コンクリート材 11:逸脱防止装置 12:圧着手段 13:ピン 14:バネ 15:牽引手段 16:抜け止め防止ピン 17:牽引手段 18:橋絡片 19:吊下げ部孔 20:継手部孔 1: Suspension fitting 2: Hanging shackle 2a: Hanging side 2b: Connecting piece side 3: Connecting piece 4: Anchor bolt 5: Coupling head 6: Slit groove 7: Introduction cutout 8: Auxiliary means 9: Hole 10: Concrete Material 11: departure prevention device 12: crimping means 13: pin 14: spring 15: traction means 16: retaining pin 17: traction means 18: bridging piece 19: suspension hole 20: joint hole

Claims (7)

【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を一体で形
成し、更に該接続片に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、導入切り欠き部とを設け
たことを特徴とする吊金具。
1. A hanging shackle and a connecting piece are integrally formed, and the connecting piece is further provided with a slit groove capable of mounting a coupling head provided on an anchor bolt and an introduction cutout. Hanging metal fittings.
【請求項2】 吊下げシャックルの吊下げ側を断面丸
に、接続片側を断面角に構成したことを特徴とする請求
項1記載の吊金具。
2. The hanging metal fitting according to claim 1, wherein the hanging side of the hanging shackle is configured to have a round cross section and the connecting side is configured to have a cross sectional angle.
【請求項3】 接続片に吊下げ補助手段を設けたことを
特徴とする請求項1または2記載の吊金具。
3. The hanging metal fitting according to claim 1, wherein the connecting piece is provided with a hanging auxiliary means.
【請求項4】 接続片にアンカーボルト逸脱防止機構を
設けたことを特徴とする請求項1乃至3のいずれかに記
載の吊金具。
4. The hanging metal fitting according to claim 1, wherein an anchor bolt deviation prevention mechanism is provided on the connecting piece.
【請求項5】 接続片に設けたアンカーボルト逸脱防止
機構に圧着手段を設けたことを特徴とする請求項4記載
の吊金具。
5. The hanging metal fitting according to claim 4, wherein a crimping means is provided on the anchor bolt deviation prevention mechanism provided on the connecting piece.
【請求項6】 圧着手段をピンとバネで構成し、更にピ
ンを牽引手段で可動可能に成したことを特徴とする請求
項5記載の吊金具。
6. The hanging metal fitting according to claim 5, wherein the crimping means comprises a pin and a spring, and the pin is movable by a traction means.
【請求項7】 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設けたことを特徴とする請求項1乃
至6のいずれかに記載の吊金具。
7. The hanging metal fitting according to claim 1, wherein a bridging piece is provided on the hanging shackle, and a joint hole and a hanging hole are provided.
JP2794397A 1997-02-12 1997-02-12 Hoisting accessory Pending JPH10218553A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2794397A JPH10218553A (en) 1997-02-12 1997-02-12 Hoisting accessory

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2794397A JPH10218553A (en) 1997-02-12 1997-02-12 Hoisting accessory

Publications (1)

Publication Number Publication Date
JPH10218553A true JPH10218553A (en) 1998-08-18

Family

ID=12234984

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2794397A Pending JPH10218553A (en) 1997-02-12 1997-02-12 Hoisting accessory

Country Status (1)

Country Link
JP (1) JPH10218553A (en)

Cited By (3)

* 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
CN110255367A (en) * 2019-07-12 2019-09-20 山东神力索具有限公司 A kind of hoisting hanger and its production and processing method
JP2020200614A (en) * 2019-06-07 2020-12-17 株式会社アイ・エル・シー Joint metal fitting

Cited By (3)

* 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
JP2020200614A (en) * 2019-06-07 2020-12-17 株式会社アイ・エル・シー Joint metal fitting
CN110255367A (en) * 2019-07-12 2019-09-20 山东神力索具有限公司 A kind of hoisting hanger and its production and processing method

Similar Documents

Publication Publication Date Title
KR101677891B1 (en) Connecting tool for salvage
WO2011142823A2 (en) Detachable ears rope thimble
JP2007022789A (en) Suspension tool and vertical pipe construction method
JPH10218553A (en) Hoisting accessory
JP2007002567A (en) Pile suspending tool
JP3394767B1 (en) Shackle
JP3199539B2 (en) How to lift heavy objects
US3490106A (en) Cable attachments
JP2001302172A (en) Method and jig for suspending block
JP2018002396A (en) Sling hand hook bar
JPH1160147A (en) Suspension fitting
JP4865927B1 (en) Hook locking system
JPH10194662A (en) Hoisting accessory
JPH02286593A (en) Hanging hook of steel pipe for steel tower
JP3425440B1 (en) Shackle
JP2003341974A (en) Hoisting device, hoisting member and hoisting metal fitting
JPH0725580A (en) Panel suspending tool
JP2500475B2 (en) Suspension fitting connection mechanism with quick release
GB2343667A (en) Arrangements for recovering an anchor mooring line with or without its associated anchor
JP2946278B2 (en) Concrete product lifting method
JPH08143267A (en) Skid with hoist lug for long large material and long large material carrying method using it
JP3146418B2 (en) Concrete product lifting method
US10125544B2 (en) Device and method for supporting a becket of a travelling block when opened to connect or disconnect an item
JP2002147539A (en) Rope connector
JPH10265169A (en) Suspension metal fitting