JPH0712546Y2 - Lifting equipment for thin precast concrete beam members - Google Patents

Lifting equipment for thin precast concrete beam members

Info

Publication number
JPH0712546Y2
JPH0712546Y2 JP125493U JP125493U JPH0712546Y2 JP H0712546 Y2 JPH0712546 Y2 JP H0712546Y2 JP 125493 U JP125493 U JP 125493U JP 125493 U JP125493 U JP 125493U JP H0712546 Y2 JPH0712546 Y2 JP H0712546Y2
Authority
JP
Japan
Prior art keywords
precast concrete
concrete beam
thin
beam member
pair
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 - Lifetime
Application number
JP125493U
Other languages
Japanese (ja)
Other versions
JPH0656349U (en
Inventor
健 北村
信一 縄田
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.)
Kajima Corp
Tokyo Tekko Co Ltd
Original Assignee
Kajima Corp
Tokyo Tekko Co 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 Kajima Corp, Tokyo Tekko Co Ltd filed Critical Kajima Corp
Priority to JP125493U priority Critical patent/JPH0712546Y2/en
Publication of JPH0656349U publication Critical patent/JPH0656349U/en
Application granted granted Critical
Publication of JPH0712546Y2 publication Critical patent/JPH0712546Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、薄肉プレキャストコン
クリート梁部材を吊るための吊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 suspender for suspending thin precast concrete beam members.

【0002】[0002]

【従来の技術】薄肉プレキャストコンクリート梁部材
は、断面U形であり、その上部(開口部)は巾方向水平
外力に弱いため、これを吊るためには、開口部両縁のコ
ンクリートにフックを埋め込んでおき、両縁の対応する
二箇所のフックにワイヤーをかけ垂直方向に平行に吊
り、かつ、梁部材の長さ方向の二箇所を同様に吊って、
梁部材の長さ方向の安定を保ちながら、吊るのが通常で
ある。
2. Description of the Related Art A thin precast concrete beam member has a U-shaped cross section, and its upper part (opening) is weak against horizontal external force in the width direction. Therefore, in order to suspend it, a hook is embedded in concrete on both edges of the opening. And hang wires on the corresponding two hooks on both edges and hang them in parallel in the vertical direction, and also hang them at two places in the length direction of the beam member similarly.
It is usual to suspend the beam member while maintaining stability in the length direction.

【0003】このため、フックをコンクリートに埋め込
んでおく必要があるばかりでなく、吊具も複雑になる。
For this reason, not only is it necessary to embed the hook in concrete, but also the hanger becomes complicated.

【0004】[0004]

【考案が解決しようとする課題】本考案は、フックのコ
ンクリートへの埋め込みをなくし、簡便な吊具で吊り上
げられる、吊具を提供することを目的とする。
SUMMARY OF THE INVENTION An object of the present invention is to provide a hoisting tool which can be lifted by a simple hoisting tool without embedding a hook in concrete.

【0005】[0005]

【課題を解決するための手段】本考案は、(1)直交す
る二面を有し、下面が薄肉プレキャストコンクリート梁
部材のU形開口部両縁に対面し、立面が、突出したスタ
ラップと対面し、立面上部左右両端に切欠き部を有する
金物の一対を両立面の間隔を保って連結し、上方にワイ
ヤー連結部を有する鞍形金物と、(2)円柱を中心点を
通って、ほぼ4分割し、側面の一方がテーパー状となっ
ている形状の係止ピンとより構成される薄肉プレキャス
トコンクリート梁部材用吊具であって、梁部材の突出し
たスタラップを利用し、このスタラップに吊具を直接取
付け、梁部材長さ方向の二箇所のスタラップに各一個の
本考案の吊具を取付けることによって、梁部材へのフッ
クの埋め込みとフックへ取付けられていたワイヤーの使
用を不必要にするものである。
According to the present invention, there is provided (1) a stalap having two orthogonal surfaces, a lower surface of which faces both edges of a U-shaped opening of a thin precast concrete beam member, and a vertical surface of which protrudes. A pair of metal objects facing each other and having notches at the left and right ends of the upright surface are connected to each other with a space between compatible surfaces, and a saddle-shaped metal object having a wire connecting portion above (2) a cylinder passing through a center point. , A suspension for thin-walled precast concrete beam members, which is composed of locking pins that are roughly divided into four parts and one side of which is tapered, and which uses a protruding stalap of the beam member. It is unnecessary to embed the hook in the beam member and use the wire attached to the hook by directly attaching the suspending device and attaching one suspending device of the present invention to each of the two staplings in the length direction of the beam member. To Than it is.

【0006】[0006]

【実施例】以下、図面を参照して、本考案を具体的に説
明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the drawings.

【0007】図1は本考案の吊具を突出したスタラップ
に装着した立面図であり、図2は、図1のA−A断面矢
視図である。本実施例では、鞍形金物は、スタラップの
巾より若干長い一対の溝形鋼に上部連結板5及び両端連
結金物4を溶接して製作され、スタラップ8の直径より
やや大きい間隔を保持している。。溝形鋼立面部1の上
部左右両端には切欠き部3が設けられ、スタラップ8の
折曲部は露出している。溝形鋼下面部2はコンクリート
面に対面している。。溝形鋼立面部1の中央部には、シ
ャックルのピンを差し込む孔6をもつ鋼板が溶接され
る。本実施例では、直交する二面を有する金物として溝
形鋼を用いたが、L形鋼を使用してもよいし、二枚の鋼
板を直交するように溶接して使用してもよい。また、上
部連結板としては鋼板を使用しているが、丸鋼を使用し
てもよい。両端連結金物として便宜上溝形鋼を使用して
いるが、L形鋼や鋼板を使用してもよい。溶接に代え
て、ボルト締めやネジ止めで連結してもよい。また、ワ
イヤーの取り付け部は一枚の鋼板を上部連結板の中央部
に溶接し、その鋼板の適宜な箇所にワイヤーやフック取
り付けの孔を設けてもよい。
FIG. 1 is an elevation view in which the lifting device of the present invention is mounted on a projecting strap, and FIG. 2 is a sectional view taken along the line A--A of FIG. In this embodiment, the saddle-shaped metal piece is manufactured by welding the upper connecting plate 5 and the both-end connecting metal piece 4 to a pair of grooved steels that are slightly longer than the width of the stuffed wrap, and keeps a space slightly larger than the diameter of the stuffed wrap 8. There is. . Notches 3 are provided at both upper left and right ends of the channel steel vertical surface 1, and a bent portion of the stalap 8 is exposed. The channel steel lower surface portion 2 faces the concrete surface. . A steel plate having a hole 6 into which the pin of the shackle is inserted is welded to the central portion of the channel steel vertical surface portion 1. In this embodiment, the channel steel is used as the metal object having two orthogonal surfaces, but L-shaped steel may be used, or two steel plates may be welded so as to be orthogonal to each other. Further, although a steel plate is used as the upper connecting plate, round steel may be used. Although the channel steel is used as the metal fitting at both ends for convenience, L-shaped steel or steel plate may be used. Instead of welding, bolts or screws may be used for connection. Further, the wire attachment portion may be formed by welding a single steel plate to the central portion of the upper connecting plate and providing holes for attaching wires or hooks at appropriate positions on the steel plate.

【0008】図3は本考案の吊具を突出したスタラップ
に係止するための係止ピンの立面図であり、図4は、そ
の平面図である。係止ピン7の円弧部はスタラップ8の
折曲部に密着することが必要であり、このため、係止ピ
ン7の円弧部の曲率はスタラップ8の折曲部の曲率とほ
ぼ同一である。係止ピン7の一方の側面はテーパー状と
なっているので、スタラップの突出高さに多少の誤差が
あっても、係止ピン7をスタラップ8の折曲部に差し込
むと、係止ピン7はスタラップの突出高さに対応したテ
ーパーの所まで差し込まれ停止することとなり、係止ピ
ン7の円弧部はスタラップ8の折曲部に密着した状態と
なり、鞍形金物の両端下面はコンクリート面に密着した
状態となる。
FIG. 3 is an elevational view of a locking pin for locking the lifting device of the present invention to a protruding strap, and FIG. 4 is a plan view thereof. The arcuate portion of the locking pin 7 needs to be in close contact with the bent portion of the stapling 8. Therefore, the curvature of the arcuate portion of the locking pin 7 is substantially the same as the curvature of the bent portion of the stapling 8. Since one side surface of the locking pin 7 is tapered, even if there is some error in the protruding height of the stapling, when the locking pin 7 is inserted into the bent portion of the stapling 8, the locking pin 7 Will be inserted into the taper corresponding to the protruding height of the stalap and will stop, the arc part of the locking pin 7 will be in close contact with the bent part of the stalap 8, and the bottom surfaces of both ends of the saddle-shaped metal object will be on the concrete surface. It will be in close contact.

【0009】この際、係止ピン7を90度回転した形で
スタラップ8の折曲部に差し込んでスタラップの巾に対
応したテーパーの所で停止させることにより係止ピン7
の円弧部をスタラップ8の折曲部に密着させてもよい。
At this time, the locking pin 7 is inserted into the bent portion of the stalap 8 in a form rotated by 90 degrees and stopped at a taper corresponding to the width of the stalap, thereby locking the locking pin 7.
The arcuate portion may be brought into close contact with the bent portion of the stirrup 8.

【0010】図2に示されるように、両端連結金物は直
交する二面を有する金物一対の両端に左右の長さを変え
て連結されている。両端連結金物の長い側の先端にかか
るコンクリート圧と、係止ピンを経て伝達されるスタラ
ップの張力との隅力によって、本案吊具に斜め方向のワ
イヤー張力が生ずる時の水平分力による本案吊具の回転
に抵抗することができる。その結果、本案吊具に斜め方
向のワイヤー張力がかかってもスタラップが曲がること
はない。
As shown in FIG. 2, the both-ends-connected metal fittings are connected to both ends of a pair of metal fittings having two surfaces orthogonal to each other while changing the left and right lengths. The concrete force applied to the tip of the long side of the metal fittings on both ends and the corner force of the tension of the wrap that is transmitted through the locking pin cause the horizontal suspension of the main suspension when the wire tension in the diagonal direction occurs in the suspension of the main suspension. Can resist the rotation of the tool. As a result, even if the wire tension in the diagonal direction is applied to the hanging device of the present invention, the stapling does not bend.

【0011】本考案の吊具は一定のスタラップの突出高
さや巾に対して一種類の吊具を用意するのが好ましい
が、スタラップの突出高さや巾の小幅の変更に対して
は、次のようにして対応することができる。即ち、係止
ピン受けの切欠き部をスタラップの突出方向もしくは巾
方向にやや大きくしておき、最小のスタラップの突出高
さや巾の時はそのまま使用し、スタラップの突出高さや
巾が大きくなるに従って、厚さの大きい鋼片を係止ピン
の内側に差し挟めばよい。
Although it is preferable to prepare one kind of lifting tool for a certain projection height and width of the stapling, the lifting tool of the present invention has the following modifications to the stapling projection height and width. Can be dealt with in this way. That is, the notch portion of the locking pin receiver is made slightly larger in the protruding direction or the width direction of the stalap, and is used as it is at the minimum protruding height or width of the stalap, and as the protruding height or width of the stalap becomes larger. , A thick steel piece may be inserted inside the locking pin.

【0012】本考案の吊具を適用するにあたっては、ス
タラップは、その突出した部分で、切れ目があってはな
らず、連続もしくは溶接されていることが好ましい。切
れ目があると、本考案の吊具を適用したとき、スタラッ
プが変形したり、スタラップがコンクリートから離脱し
たりするおそれがある。
In applying the hanging device of the present invention, it is preferable that the stapling is continuous or welded without any cuts in its protruding portion. If there is a break, when the suspension of the present invention is applied, there is a risk that the stalap will be deformed or the stalap will separate from the concrete.

【0013】[0013]

【考案の効果】本考案の吊具を使用することにより、従
来使用されていたフックは不要となるので、フックを梁
部材に埋め込む必要はなく、梁部材の製造が合理化され
る。また、本考案の吊具は、簡単な構造で製作が容易で
あり、取扱も簡単である。そして、本考案の吊具の使用
により、梁部材を安全確実に吊ることができる。
EFFECTS OF THE INVENTION By using the suspending tool of the present invention, the hook which has been conventionally used is not required, so that it is not necessary to embed the hook in the beam member and the production of the beam member is rationalized. In addition, the hanging device of the present invention has a simple structure, is easy to manufacture, and is easy to handle. Further, the beam member can be safely and reliably hung by using the hanging device of the present invention.

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

【図1】本考案吊具の立面図である。FIG. 1 is an elevational view of a lifting device of the present invention.

【図2】図1のA−A断面矢視図である。2 is a sectional view taken along the line AA of FIG.

【図3】本考案の係止ピンの立面図である。FIG. 3 is an elevation view of a locking pin of the present invention.

【図4】本考案の係止ピンの側面図である。FIG. 4 is a side view of the locking pin of the present invention.

【符号の説明】[Explanation of symbols]

1・・溝形金物立面部、2・・溝形金物下面部、3・・
切欠き部、4・・両端連結金物、5・・上部連結板、6
・・シャックルのピン差し込み孔、7・・係止ピン、8
・・スタラップ、9・・梁部材
1 ... Groove-shaped metal surface, 2 ... Groove-shaped metal lower surface, 3 ...
Notch part, 4 ...
..Shackle pin insertion holes, 7 ... Locking pins, 8
..Stapling, 9 ... Beam members

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 (1)直交する二面を有し、下面が薄肉
プレキャストコンクリート梁部材のU形開口部両縁に対
面し、立面が、突出したスタラップと対面し、立面上部
左右両端に切欠き部を有する金物の一対を両立面の間隔
を保って連結し、上方にワイヤー連結部を有する鞍形金
物と、(2)円柱を中心点を通って、ほぼ4分割し、側
面の一方がテーパー状となっている形状の係止ピンとよ
り構成される薄肉プレキャストコンクリート梁部材用吊
(1) It has two orthogonal surfaces, the lower surface faces both edges of the U-shaped opening of the thin-walled precast concrete beam member, and the vertical surfaces face the protruding stabs, and the upper left and right ends of the vertical surface. A pair of metal fittings having a notch portion are connected to each other while keeping a space of compatible surfaces, and a saddle-shaped metal fitting having a wire connecting portion at the upper side and (2) a cylinder is passed through a center point to be substantially divided into four parts. A suspender for thin-walled precast concrete beam members, which is composed of a locking pin that is tapered on one side
【請求項2】 直交する二面を有する金物一対の両端に
両端連結金物が左右の長さを変えて連結されている請求
項1記載の薄肉プレキャストコンクリート梁部材用吊具
2. A suspender for a thin precast concrete beam member according to claim 1, wherein a pair of metal fittings connected at both ends is connected to both ends of a pair of metal fittings having two surfaces which intersect at right angles.
JP125493U 1993-01-21 1993-01-21 Lifting equipment for thin precast concrete beam members Expired - Lifetime JPH0712546Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP125493U JPH0712546Y2 (en) 1993-01-21 1993-01-21 Lifting equipment for thin precast concrete beam members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP125493U JPH0712546Y2 (en) 1993-01-21 1993-01-21 Lifting equipment for thin precast concrete beam members

Publications (2)

Publication Number Publication Date
JPH0656349U JPH0656349U (en) 1994-08-05
JPH0712546Y2 true JPH0712546Y2 (en) 1995-03-29

Family

ID=11496324

Family Applications (1)

Application Number Title Priority Date Filing Date
JP125493U Expired - Lifetime JPH0712546Y2 (en) 1993-01-21 1993-01-21 Lifting equipment for thin precast concrete beam members

Country Status (1)

Country Link
JP (1) JPH0712546Y2 (en)

Also Published As

Publication number Publication date
JPH0656349U (en) 1994-08-05

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Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19950926