JP2504631Y2 - Thin-wall precast concrete beam member suspension - Google Patents

Thin-wall precast concrete beam member suspension

Info

Publication number
JP2504631Y2
JP2504631Y2 JP4547293U JP4547293U JP2504631Y2 JP 2504631 Y2 JP2504631 Y2 JP 2504631Y2 JP 4547293 U JP4547293 U JP 4547293U JP 4547293 U JP4547293 U JP 4547293U JP 2504631 Y2 JP2504631 Y2 JP 2504631Y2
Authority
JP
Japan
Prior art keywords
precast concrete
thin
concrete beam
vertical
members
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
JP4547293U
Other languages
Japanese (ja)
Other versions
JPH0713998U (en
Inventor
時男 三原
博巳 福田
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 JP4547293U priority Critical patent/JP2504631Y2/en
Publication of JPH0713998U publication Critical patent/JPH0713998U/en
Application granted granted Critical
Publication of JP2504631Y2 publication Critical patent/JP2504631Y2/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並行に吊り、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。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。
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 sides of the opening. , The wires are hung in parallel in the vertical direction by hooking the two corresponding hooks on both edges, and at the same time, the two parts in the length direction of the beam member are also hung while maintaining stability in the length direction of the beam member. Is normal. For this reason, not only is it necessary to embed the hook in concrete, but also the hanger is complicated.

【0003】これを解決するため、梁部材の突出したス
タラップを利用してスタラップへ直接取りつけられる吊
具を先に考案した。(実願平5−1254)
In order to solve this problem, a suspending tool which can be directly attached to a stalap by utilizing a stalap having a protruding beam member was devised. (Practical application 5-1254)

【0004】[0004]

【考案が解決しようとする課題】先の考案では、使用す
る金物の製作や取扱が未だ十分簡略化されていなかった
ので、製作および取扱いのより簡単な吊具について検討
し、本考案に到達した。
[Problems to be Solved by the Invention] In the previous invention, since the manufacturing and handling of the metal piece to be used have not been sufficiently simplified, a study was made on a lifting tool that is easier to manufacture and handle, and the present invention was reached. .

【0005】[0005]

【課題を解決するための手段】本考案は、(A)一端に
ピン挿入孔を持ち、他端に複数のボルト孔を持つ2個の
斜部材、(B)一端に一個のボルト孔を持ち、他端に複
数のボルト孔を持つ横部材、(C)下部表面に円筒体を
直立して設けた二個の縦部材から構成され、斜部材を縦
部材の上部に回転可能にボルト連結し、横部材の両端部
を縦部材の中央部に回転可能にボルト連結してなる薄肉
プレキャストコンクリート梁部材用吊具であって、複数
のボルト孔を持つ斜部材、複数のボルト孔を持つ横部
材、円筒体を直立して設けた縦部材の僅か三部材で構成
され、各部材の連結も回転可能にボルトで連結するとい
う簡単の操作で行える吊具である。
SUMMARY OF THE INVENTION The present invention has (A) two diagonal members having a pin insertion hole at one end and a plurality of bolt holes at the other end, and (B) one bolt hole at one end. , A horizontal member having a plurality of bolt holes at the other end, and (C) two vertical members in which a cylindrical body is provided upright on the lower surface, and an oblique member is rotatably bolted to the upper portion of the vertical member. A slender for a thin-walled precast concrete beam member, in which both ends of a horizontal member are rotatably bolted to a central portion of a vertical member, the slant member having a plurality of bolt holes, and the horizontal member having a plurality of bolt holes The lifting device is composed of only three vertical members provided with a cylindrical body standing upright and can be connected by a simple operation of rotatably connecting them with bolts.

【0006】[0006]

【実施例】以下図面を参照して、本考案を説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings.

【0007】図1は本考案の吊具を薄肉プレキャストコ
ンクリート梁部材の突出したスタラップに装着した立面
図である。
FIG. 1 is an elevation view in which the lifting device of the present invention is mounted on a protruding strap of a thin precast concrete beam member.

【0008】本考案の吊具は二個の斜部材1、1、一個
の横部材2、二個の縦部材3、3とから構成される。斜
部材1の一端にはピン挿入孔4が穿孔され、他端には三
個のボルト孔5、5、5が穿孔されている。横部材2の
一端には一個のボルト孔が穿孔され、他端には三個のボ
ルト孔7、7、7が穿孔されている。縦部材3には下部
に円筒体10が直立して設けられている。斜部材1と縦
部材3上部とは斜部材1側の三個のボルト孔5、5、5
の内の真ん中のボルト孔5と縦部材3側のボルト孔とを
回転可能にボルト6で連結する。横部材2と縦部材3中
央部とは横部材2の一端のボルト孔と縦部材3側のボル
ト孔とを回転可能にボルト9で連結し、他端の三個のボ
ルト孔7、7、7の内の真ん中のボルト孔7と縦部材3
側のボルト孔とを回転可能にボルト8で連結する。吊り
上げる際には、シャックルのピンが斜部材1、1の一端
のピン挿入孔4、4に挿入され、二個の斜部材1が回転
可能に連結される。そして、縦部材3下部の円筒体10
がスタラップ12の斜め下からスタラップ12に挿入さ
れる。吊り上げが開始され吊具に力がかかると斜部材
1、1には内側に狭くなろうとする力がかかり、その力
が縦部材3、3に伝達され縦部材3、3の下部は外側に
拡げられ、円筒体10、10の側面はスタラップ12の
折曲部に密着し、薄肉プレキャストコンクリート梁部材
11は確実に吊具に支持される。
The hanging device of the present invention comprises two slant members 1, 1, one horizontal member 2, and two vertical members 3, 3. A pin insertion hole 4 is drilled at one end of the diagonal member 1, and three bolt holes 5, 5, 5 are drilled at the other end. One bolt hole is bored at one end of the lateral member 2, and three bolt holes 7, 7, 7 are bored at the other end. A cylindrical body 10 is provided upright on the lower portion of the vertical member 3. The diagonal member 1 and the upper portion of the vertical member 3 are provided with three bolt holes 5, 5, 5 on the diagonal member 1 side.
The bolt hole 5 in the middle of the column and the bolt hole on the side of the vertical member 3 are rotatably connected by a bolt 6. The horizontal member 2 and the central portion of the vertical member 3 rotatably connect a bolt hole at one end of the horizontal member 2 and a bolt hole at the vertical member 3 side with three bolt holes 7, 7, at the other end, Bolt hole 7 and vertical member 3 in the middle of 7
The bolt hole on the side is rotatably connected with a bolt 8. When lifting, the shackle pins are inserted into the pin insertion holes 4 and 4 at one end of the diagonal members 1 and 1, and the two diagonal members 1 are rotatably connected. Then, the cylindrical body 10 below the vertical member 3
Is inserted into the staplap 12 obliquely from below. When the hoisting is started and a force is applied to the hoisting device, a force that narrows inward is applied to the diagonal members 1 and 1, and the force is transmitted to the vertical members 3 and 3, and the lower portions of the vertical members 3 and 3 are expanded outward. The side surfaces of the cylindrical bodies 10 and 10 are brought into close contact with the bent portions of the stapling 12, and the thin-walled precast concrete beam member 11 is reliably supported by the hanger.

【0009】斜部材1としては、通常、幅の狭い鋼板が
使用される。斜部材1、1に接続される二個の縦部材
3、3の鉛直面が同一平面にあるのが好ましいので斜部
材1は図2に示すように中央部で折り曲げ段差を設けて
おくのが好ましい。
As the slanting member 1, a narrow steel plate is usually used. Since it is preferable that the vertical planes of the two vertical members 3 and 3 connected to the diagonal members 1 and 1 are in the same plane, it is preferable that the diagonal member 1 has a bending step at the center as shown in FIG. preferable.

【0010】横部材2としては、通常、幅の狭い鋼板が
使用される。斜部材1、横部材2に複数のボルト孔を穿
孔してあるのは幾つかのスタラップ幅の異なった薄肉プ
レキャストコンクリート梁部材の何れにも使用できるよ
うにするためであり、スタラップ幅の最も広い場合には
最も外側のボルト孔により連結し、スタラップ幅の最も
狭い場合には最も内側のボルト孔により連結する。従っ
て、ボルト孔の数は想定されるスタラップ幅の種類の数
により適宜増減される。
As the lateral member 2, a narrow steel plate is usually used. Plural bolt holes are bored in the diagonal member 1 and the transverse member 2 so that they can be used for any of several thin precast concrete beam members having different stap widths, and the widest stap width. In the case, the outermost bolt holes are connected, and in the case where the stapling width is the narrowest, the innermost bolt holes are connected. Therefore, the number of bolt holes can be appropriately increased or decreased depending on the number of types of assumed lap widths.

【0011】縦部材3としては、図の溝型鋼のほかL型
鋼や鋼板が使用される。縦部材3には吊り上げの際、捩
じれ力が働く可能性が大きいので型鋼を使用するのが好
ましい。円筒体10としては丸鋼片または鋼管片が使用
され、その曲率がスタラップ12の折曲部の曲率と一致
するものが好ましい。円筒体10の縦部材3への接続は
常法どうり溶接やボルト連結で行われるが、円筒体10
の先端が若干上向きになるように接続しておくのが好ま
しい。また、スタラップ12の滑落を防止するため円筒
体10の先端に突起を設けておいてもよい。
As the vertical member 3, L-shaped steel or steel plate is used in addition to the grooved steel shown in the drawing. Since it is highly likely that a twisting force acts on the vertical member 3 during lifting, it is preferable to use a shaped steel. A round steel piece or a steel pipe piece is used as the cylindrical body 10, and it is preferable that the curvature thereof matches the curvature of the bent portion of the stalap 12. The connection of the cylindrical body 10 to the vertical member 3 is performed by welding or bolt connection according to a conventional method.
It is preferable to connect the tip so that the tip thereof is slightly upward. Further, a protrusion may be provided at the tip of the cylindrical body 10 in order to prevent the slap 12 from slipping off.

【0012】なお、薄肉プレキャストコンクリート梁部
材は長さ方向の二箇所の突出したスタラップに本考案の
吊具を各一個取り付けシャックルを介してワイヤーによ
り吊り上げられる。
In the thin precast concrete beam member, one lifting tool of the present invention is attached to each of the two protruding stabs in the length direction, and the hanging members are lifted by a wire through shackles.

【0013】[0013]

【考案の効果】斜部材、横部材に複数のボルト孔を設け
ておくことにより、その連結位置を変えることで薄肉プ
レキャストコンクリート梁部材の幅の種類に容易に対応
でき、円筒体の自動的な拡幅作用でスタラップ幅の変化
に容易に追随して円筒体はいつもスタラップ折曲部に密
着される。
EFFECTS OF THE INVENTION By providing a plurality of bolt holes in the diagonal member and the lateral member, it is possible to easily adapt to the width type of the thin-walled precast concrete beam member by changing the connecting position thereof, and to automatically adjust the cylindrical body automatically. The widening action makes it easy to follow the change in the stapling width, so that the cylindrical body is always brought into close contact with the bent stapling portion.

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

【図1】本考案の吊具を薄肉プレキャストコンクリート
梁部材の突出したスタラップに装着した立面図である。
FIG. 1 is an elevation view in which the lifting device of the present invention is attached to a protruding strap of a thin precast concrete beam member.

【図2】斜部材の一例の斜視図である。FIG. 2 is a perspective view of an example of a diagonal member.

【符号の説明】[Explanation of symbols]

1・・斜部材、2・・横部材、3・・縦部材、4・・シ
ャックルのピン挿入孔、5・・斜部材ボルト孔、6・・
斜部材と縦部材との連結ボルト、7・・横部材ボルト
孔、8・・横部材と縦部材との連結ボルト、9・・横部
材と縦部材との連結ボルト、10・・円筒体、11・・
薄肉プレキャストコンクリート梁部材、12・・スタラ
ップ
1 ・ ・ Slanting member 2 ・ ・ Horizontal member 3 ・ ・ Vertical member 4 ・ ・ Shackle pin insertion hole 5 ・ ・ Slanting member bolt hole 6 ・ ・
Connection bolts for diagonal members and vertical members, 7 ... Horizontal member bolt holes, 8 ... Connection bolts for horizontal members and vertical members, 9 ... Connection bolts for horizontal members and vertical members, 10 ... Cylindrical body, 11 ...
Thin precast concrete beam members, 12 ...

───────────────────────────────────────────────────── フロントページの続き (72)考案者 福田 博巳 東京都江東区東陽6丁目3番2号 鹿島 建設株式会社関東支店内 (72)考案者 北村 健 東京都港区元赤坂1丁目2番7号 鹿島 建設株式会社内 (72)考案者 縄田 信一 栃木県小山市横倉1108番地 東京鐵鋼株 式会社内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Hiromi Fukuda 6-3-2 Toyo, Koto-ku, Tokyo Kashima Construction Co., Ltd. Kanto Branch (72) Inventor Ken Kitamura 1-2-7 Moto-Akasaka, Minato-ku, Tokyo No. Kashima Construction Co., Ltd. (72) Shinichi Nawata 1108 Yokokura, Oyama City, Tochigi Prefecture

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 (A)一端にピン挿入孔を持ち、他端に
複数のボルト孔を持つ2個の斜部材、(B)一端に一個
のボルト孔を持ち、他端に複数のボルト孔を持つ横部
材、(C)下部表面に円筒体を直立して設けた二個の縦
部材から構成され、斜部材を縦部材の上部に回転可能に
ボルト連結し、横部材の両端部を縦部材の中央部に回転
可能にボルト連結してなる薄肉プレキャストコンクリー
ト梁部材用吊具。
1. A diagonal member having (A) a pin insertion hole at one end and a plurality of bolt holes at the other end, and (B) one bolt hole at one end and a plurality of bolt holes at the other end. And (C) two vertical members with a cylindrical body standing upright on the lower surface of the horizontal member. An oblique member is rotatably bolted to the upper part of the vertical member, and both ends of the horizontal member are vertically connected. A suspender for thin-walled precast concrete beam members, which is rotatably bolted to the center of the member.
JP4547293U 1993-08-20 1993-08-20 Thin-wall precast concrete beam member suspension Expired - Lifetime JP2504631Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4547293U JP2504631Y2 (en) 1993-08-20 1993-08-20 Thin-wall precast concrete beam member suspension

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4547293U JP2504631Y2 (en) 1993-08-20 1993-08-20 Thin-wall precast concrete beam member suspension

Publications (2)

Publication Number Publication Date
JPH0713998U JPH0713998U (en) 1995-03-10
JP2504631Y2 true JP2504631Y2 (en) 1996-07-10

Family

ID=12720337

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4547293U Expired - Lifetime JP2504631Y2 (en) 1993-08-20 1993-08-20 Thin-wall precast concrete beam member suspension

Country Status (1)

Country Link
JP (1) JP2504631Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111908318A (en) * 2020-08-10 2020-11-10 江苏沛丰建筑工程有限公司 Non-embedded multifunctional lifting appliance for precast concrete beam

Also Published As

Publication number Publication date
JPH0713998U (en) 1995-03-10

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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: 19960312