JPH05214813A - Suspension jig for reinforcing cage - Google Patents

Suspension jig for reinforcing cage

Info

Publication number
JPH05214813A
JPH05214813A JP1996192A JP1996192A JPH05214813A JP H05214813 A JPH05214813 A JP H05214813A JP 1996192 A JP1996192 A JP 1996192A JP 1996192 A JP1996192 A JP 1996192A JP H05214813 A JPH05214813 A JP H05214813A
Authority
JP
Japan
Prior art keywords
reinforcing bar
horizontal members
cage
reinforcing
jig
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
JP1996192A
Other languages
Japanese (ja)
Other versions
JP2603394B2 (en
Inventor
Goro Ota
五郎 太田
Yukimasa Ogiwara
行正 荻原
Jun Okawa
潤 大川
Takeshi Kitamura
健 北村
Shinichi Nawata
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.)
ARTES KK
Kajima Corp
Tokyo Tekko Co Ltd
Original Assignee
ARTES KK
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 ARTES KK, Kajima Corp, Tokyo Tekko Co Ltd filed Critical ARTES KK
Priority to JP1996192A priority Critical patent/JP2603394B2/en
Publication of JPH05214813A publication Critical patent/JPH05214813A/en
Application granted granted Critical
Publication of JP2603394B2 publication Critical patent/JP2603394B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Load-Engaging Elements For Cranes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To eliminate a defect by use in terms of quality of concrete and to enable execution of repeated use. CONSTITUTION:Two horizontal members 2 and 2 are installed such that a longitudinal main reinforcing bar 3 of a reinforcing cage A is extended through a gap between the two horizontal members 2 and 2 and a distance therebetween is provided so that the horizontal members are fixable to longitudinal main reinforcing bars 3 by means of fixing nuts 5. The horizontal members 2 and 2 are intercoupled so that a distance between the horizontal members 2 and 2 is variable by means of a plurality of coupling bolts 4 and 4.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、場所打ちコンクリー
トによる地中連続壁や基礎杭の構築において使用される
鉄筋かごを運搬、建て込みなどの目的で吊るすために使
用される鉄筋かごの吊り治具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforced cage for a reinforced cage used for suspending a reinforced cage used in the construction of continuous underground walls and foundation piles made of cast-in-place concrete for the purpose of transporting or building. Regarding the ingredients.

【0002】[0002]

【従来の技術】一般に、場所打ちコンクリートによる地
中連続壁や基礎杭の施工には、鉄筋かごが広く使用され
る。
2. Description of the Related Art Generally, a reinforced cage is widely used for construction of a continuous underground wall and a foundation pile made of cast-in-place concrete.

【0003】この種の鉄筋かごは予め、所定の大きさに
組み立てられ、かつ、運搬などの取り扱いに際し、変形
したり主筋がずれたりしないように補強金物11(図8参
照)によって補強されている。また、補強金物に吊りワ
イヤーを引っ掛けて建て起こされ、そのまま吊り上げら
れ、そして、縦孔まで運搬され、縦孔の中に建て込まれ
る。
This type of rebar cage is assembled in advance to a predetermined size and is reinforced by a reinforcing metal member 11 (see FIG. 8) so as not to be deformed or the main bar displaced during handling such as transportation. . In addition, it is erected by hooking a suspension wire on the reinforcing metal object, lifted up as it is, transported to the vertical hole, and installed in the vertical hole.

【0004】[0004]

【発明が解決しようとする課題】しかし、補強金物11に
は、おもに山形鋼などの横幅のある形鋼が使用されるた
め、この補強金物11が邪魔になってコンクリートの回り
が悪く、補強金物11の周辺部に空洞ができたり、スライ
ムが残ったりするなどして欠陥が生じやすいという課題
があった(図8参照)。
However, since the reinforcing metal member 11 is mainly made of chevron steel or the like having a wide width, the reinforcing metal member 11 interferes with the surroundings of the concrete, and the reinforcing metal member is difficult. There was a problem that defects were likely to occur due to cavities formed in the peripheral part of 11 and slime remaining (see FIG. 8).

【0005】また、補強金物11は鉄筋かごに溶接によっ
て取り付けられるため、溶接設備を必要とするだけでな
く、鉄筋かごが溶接熱によって悪影響を受けやすいとい
う課題もあった。さらに、補強金物11はコンクリート中
に埋め込まれてしまうめ、無駄になり不経済であった。
Further, since the reinforcing metal 11 is attached to the reinforcing bar cage by welding, there is a problem that not only welding equipment is required but also the reinforcing bar cage is easily affected by welding heat. Further, the reinforcing metal 11 is embedded in the concrete, which is wasteful and uneconomical.

【0006】この発明はこのような前記従来の課題を解
決するために提案されたもので、コンクリートの品質上
の欠陥を無くし、かつ、鉄筋かごとともに埋め殺しとし
ないで、繰り返し使用可能にした鉄筋かごの吊り治具を
提供することを目的とするものである。
The present invention has been proposed in order to solve the above-mentioned conventional problems, and eliminates defects in the quality of the concrete, and makes it possible to repeatedly use the reinforcing bar without burying it together with the reinforcing bar cage. It is intended to provide a basket hanging jig.

【0007】[0007]

【課題を解決するための手段】この発明にかかる鉄筋か
ごの吊り治具は、二本の水平部材を、当該水平部材間に
鉄筋かごの縦主筋を通し、当該縦主筋に固定ナットによ
って固定可能とするために所定の間隔を設けて設置し、
かつ、当該水平部材を複数本の連結ボルトによって水平
部材間の間隔を可変できるように連結して構成すること
により前記目的を達成するものである。
A jig for suspending a reinforcing bar car according to the present invention is capable of fixing two horizontal members to a vertical main bar of the reinforcing bar car by passing a vertical main bar of the cage between the horizontal members. Installed with a predetermined interval in order to
Further, the above object is achieved by connecting the horizontal members by a plurality of connecting bolts so that the distance between the horizontal members can be changed.

【0008】[0008]

【実施例】図1、図2および図3は、それぞれ鉄筋吊り
治具1の側面図、平面図および断面図を示したものであ
り、図において、溝形鋼からなる二本の水平部材2,2 が
平行に延在され、また、左右水平部材2,2 間に鉄筋かご
Aの縦主筋3を通せるように所定の間隔Sが設けられ、
さらに、左右水平部材2,2 の両端部に複数本の連結ボル
ト4,4 が締め付けられている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1, FIG. 2 and FIG. 3 are a side view, a plan view and a sectional view of a reinforcing bar suspension jig 1, in which two horizontal members 2 made of channel steel are shown. , 2 extend in parallel, and a predetermined space S is provided between the left and right horizontal members 2,2 so that the longitudinal main bar 3 of the reinforcing bar car A can be passed through.
Further, a plurality of connecting bolts 4, 4 are fastened to both ends of the left and right horizontal members 2, 2.

【0009】連結ボルト4,4 は水平部材2の両端に片側
につきそれぞれ1本又は2本ずつ所定の間隔を開けて水
平に締め付けられ、この連結ボルト4,4 間に鉄筋かごA
の鉄筋3を通せるようになっている。また、縦主筋3の
径に応じて左右水平部材2,2間の間隙Sを適当に変更
できるようになっている。また、連結ボルト4,4 は
鉄筋吊り具1とワイヤー8との連結も兼ねている。
The connecting bolts 4, 4 are horizontally fastened to both ends of the horizontal member 2 with a predetermined interval of one or two on each side.
It is designed so that the reinforcing bar 3 can be passed through. Further, the gap S between the left and right horizontal members 2, 2 can be appropriately changed according to the diameter of the vertical main bar 3. In addition, the connecting bolts 4 and 4 also serve to connect the reinforcing bar suspension 1 and the wire 8.

【0010】さらに、左右水平部材2,2 間に通された縦
主筋3を、その上下貫通部分3aに水平部材2,2 間の間隙
Sより大きい径の固定ナット5,5 を締め付け、左右水平
部材2,2 を上下から挟み付けることにより、鉄筋吊り治
具1を縦主筋3の上端部に固定できるようになってい
る。
Further, the vertical main bar 3 passed between the left and right horizontal members 2 and 2 is tightened with fixing nuts 5 and 5 having a diameter larger than the gap S between the horizontal members 2 and 2 in the vertically penetrating portion 3a. By sandwiching the members 2 and 2 from above and below, the reinforcing bar suspension jig 1 can be fixed to the upper end of the vertical main bar 3.

【0011】このような構成において、次に、鉄筋吊り
治具1による鉄筋かごAの運搬・建て込み方法について
説明する。
Next, a method of transporting and erection of the reinforcing bar car A by the reinforcing bar suspension jig 1 having such a structure will be described.

【0012】まず、鉄筋かごAの上端部に鉄筋吊り治具
1を取り付ける。取り付けに際しては、まず、鉄筋かご
Aの縦主筋3を挟んで左右水平部材2,2 を連結ボルト4,
4 によって連結する。
First, the reinforcing bar suspension jig 1 is attached to the upper end of the reinforcing bar car A. When installing, first connect the left and right horizontal members 2, 2 with the vertical main bar 3 of the reinforcing bar car A in between,
Connect by 4.

【0013】そして、縦主筋3,3 の貫通部分3a,3a に固
定ナット5,5 を締め付け、左右水平部材2,2 を固定ナッ
ト5,5 で上下から締め付けることにより、鉄筋吊り治具
1を縦主筋3,3 の上端部に水平に固定する。尚、鉄筋吊
り治具1は鉄筋かごAの大きさ(特に横幅)、重量およ
びその縦主筋3のピッチに応じてその部材が決まり、必
要数、所定間隔おきに取り付けるものとする。
Then, the fixing nuts 5 and 5 are tightened on the penetrating portions 3a and 3a of the longitudinal main bars 3 and 3, and the left and right horizontal members 2 and 2 are tightened from above and below by the fixing nuts 5 and 5 to fix the reinforcing bar suspension jig 1. It is fixed horizontally at the upper end of the longitudinal main bars 3,3. The members of the reinforcing bar suspension jig 1 are determined according to the size (especially the width) of the reinforcing bar car A, the weight and the pitch of the longitudinal main bars 3, and are attached at a required number and at predetermined intervals.

【0014】また、固定ナット5,5 は鉄筋かごAを建て
起こす際などに、鉄筋吊り治具1が横ずれを起こさいよ
うに強固に締め付けるものとし、また、左右水平部材2,
2 の一方の内側部に縦主筋3の横ずれを防止するための
ストッパー6を突設するのもよい。
Further, the fixing nuts 5 and 5 are firmly tightened so that the reinforcing bar suspension jig 1 does not laterally shift when the reinforcing bar cage A is built up, and the left and right horizontal members 2 and 5 are fixed.
A stopper 6 for preventing the lateral displacement of the longitudinal main bars 3 may be provided on one inner side of the two.

【0015】つづいて、各鉄筋吊り治具1をクレーンな
どに水平に吊るされた一本の梁部材7に、これと略直角
にワイヤー8によって吊るし、そのまま吊り上げて鉄筋
かごAを建て起こし、さらに、空中に吊り上げて運搬し
たり、縦孔9に建て込む。
Next, each reinforcing bar suspension jig 1 is hung on a beam member 7 suspended horizontally by a crane or the like by a wire 8 at a substantially right angle to the beam member 7 and then lifted up as it is to build a reinforcing bar cage A, and , Lift it up in the air to carry it, or build it in the vertical hole 9.

【0016】尚、鉄筋かごAを建て込む縦孔9が深く、
鉄筋かごAを上下に継ぎ足す必要のあるときは、縦孔9
の両側にH形鋼などからなる敷き台10,10 を平行に敷設
し、この上に鉄筋吊り治具1の両端部を一時載せ、この
吊り治具1を、いわゆる、かんざし材のように利用する
ことにより鉄筋かごAを縦孔9内に吊るす。そして、こ
の鉄筋かごAの上に新たな鉄筋かごAを継ぎ足す。上下
鉄筋かごAの接合が完了したら、かんざし材としての鉄
筋吊り治具1を撤去し、鉄筋かごAを縦孔9の中に吊り
降ろす。
It should be noted that the vertical hole 9 in which the rebar cage A is built is deep,
If it is necessary to add the reinforcing steel cage A up and down, use the vertical hole 9
Laying platforms 10 and 10 made of H-shaped steel, etc. in parallel on both sides of, and temporarily placing both ends of the reinforcing bar hanging jig 1 on this, and using this hanging jig 1 like a so-called hairpin By doing so, the rebar cage A is suspended in the vertical hole 9. Then, a new rebar cage A is added on the rebar cage A. After the joining of the upper and lower rebar cages A is completed, the rebar hanging jig 1 as the hairpin material is removed, and the rebar cage A is hung in the vertical hole 9.

【0017】鉄筋かごAの吊り降ろしが完了したら、継
ぎ足した鉄筋かごの吊り治具1は撤去し、次の鉄筋かご
Aに取り付ける。取り外した鉄筋吊り治具1は繰り返し
利用するものとする。
When the lifting and lowering of the reinforcing bar car A is completed, the suspending jig 1 for the added reinforcing bar car is removed and attached to the next reinforcing bar car A. The removed rebar suspension jig 1 is used repeatedly.

【0018】なお、鉄筋かごAの組み立てに溶接を一切
使用せず、鉄筋相互は結束線で結束するようにすれば、
組み立て後でも鉄筋の位置をある程度変更することがで
きる。
It should be noted that if welding is not used at all for assembling the rebar cage A and the rebars are tied together with a binding wire,
The position of the rebar can be changed to some extent even after assembly.

【0019】[0019]

【発明の効果】この発明は以上説明したように構成され
ているため、以下に記載するような効果を有する。
Since the present invention is constructed as described above, it has the following effects.

【0020】埋込補強金物を一切使用しないため、ス
ライム残留によるコンクリートの欠陥を防止し、コンク
リートの品質を高めることができる。また、一般に鉄筋
との重量比が10%以上といわれる埋込補強金物の費用を
大幅に節減できる。
Since no embedding reinforcement metal is used, it is possible to prevent concrete defects due to residual slime and improve concrete quality. In addition, the cost of the embedded reinforcing metal, which is generally said to have a weight ratio of 10% or more with the reinforcing bar, can be significantly reduced.

【0021】また、断面欠損や材質変化などの不良溶接
の心配が全くなく、しかも、金物を取り付ける溶接の労
力, 時間を節減でき、鉄筋かごの組み立て工程を簡略化
できる。
Further, there is no fear of defective welding such as cross-section loss or material change, and the labor and time of welding for attaching the metal can be reduced, and the process of assembling the reinforcing cage can be simplified.

【0022】吊り治具は鉄筋かごを建て込む縦孔がき
わめて深い場合に、鉄筋かごを一時的に縦孔の中に吊り
下げるための治具( 通称カンザシという) をかねさせる
ことができるため、きわめて合理的で施工が簡略化され
る。
The hanging jig can be used as a jig (commonly called kanzashi) for temporarily suspending the reinforcing bar car in the vertical hole when the vertical hole for building the reinforcing bar car is extremely deep. Extremely rational and simplified construction.

【0023】吊り治具の水平部材間の間隔(S)は自
由に変更できるため、縦主筋径の異なる鉄筋かごにも水
平部材の間隔(S)を適当に変えることにより自由に使
用できる。
Since the spacing (S) between the horizontal members of the hanging jig can be freely changed, it can be freely used for the reinforcing bar cages having different longitudinal main bar diameters by appropriately changing the spacing (S) of the horizontal members.

【0024】吊り治具は着脱容易なため、取り付け、
取り外しおよび位置調整を簡単に行うことができる。
Since the hanging jig is easy to attach and detach,
It can be easily removed and adjusted.

【0025】吊り治具は、単純・軽微で反復使用でき
るため、前記総合効果により従来の埋め込み金物に比較
して、施工コストを低減し、施工時間を短縮できる。
Since the hanging jig is simple and light and can be repeatedly used, it is possible to reduce the construction cost and the construction time as compared with the conventional embedded metal article due to the above-mentioned overall effect.

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

【図1】鉄筋かご吊り治具の側面図である。FIG. 1 is a side view of a reinforcing bar cage hanging jig.

【図2】鉄筋かご吊り治具の平面図である。FIG. 2 is a plan view of a reinforcing bar cage hanging jig.

【図3】図1における鉄筋かご吊り治具のa−a線断面
図である。
FIG. 3 is a sectional view taken along line aa of the jig for suspending the reinforcing steel cage in FIG.

【図4】鉄筋かご吊り治具の取り付け状態を示す斜視図
である。
FIG. 4 is a perspective view showing a mounting state of a reinforcing bar car hanging jig.

【図5】鉄筋かご吊り治具で鉄筋かごを吊った状態を示
す正面図である。
FIG. 5 is a front view showing a state in which a reinforcing bar cage is hung by a reinforcing bar cage hanging jig.

【図6】図5の側面図である。FIG. 6 is a side view of FIG.

【図7】鉄筋かごの設置状態を示す縦孔の断面図であ
る。
FIG. 7 is a cross-sectional view of a vertical hole showing an installed state of a reinforcing bar cage.

【図8】従来の鉄筋かごを使用したコンクリートの打設
方法を示す断面図である。
FIG. 8 is a cross-sectional view showing a method for placing concrete using a conventional reinforced cage.

【符号の説明】[Explanation of symbols]

1…鉄筋吊り治具、2…水平部材、3…縦主筋、4…連
結ボルト、5…固定ナット、6…ストッパー、7…梁部
材、8…ワイヤー、9…縦孔、10…敷き台、11…補強金
物、A…鉄筋かご。
1 ... Reinforcing bar jig, 2 ... Horizontal member, 3 ... Vertical main bar, 4 ... Connecting bolt, 5 ... Fixing nut, 6 ... Stopper, 7 ... Beam member, 8 ... Wire, 9 ... Vertical hole, 10 ... Bed, 11 ... Reinforcing hardware, A ... Reinforcing cage.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 荻原 行正 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)発明者 大川 潤 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)発明者 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)発明者 縄田 信一 栃木県小山市横倉新田520番地 東京鐵鋼 株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yukimasa Ogihara 1-2-7 Moto-Akasaka Minato-ku, Tokyo Within Kashima Construction Co., Ltd. (72) Inventor Jun Okawa 1-2-2 Moto-Akasaka, Minato-ku, Tokyo 7 In Kashima Construction Co., Ltd. (72) Inventor Ken Kitamura 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Shinichi Nawata 520 Yokokura Nitta, Oyama City, Tochigi Prefecture Within Tokyo Steel Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】二本の水平部材を、当該水平部材間に鉄筋
かごの縦主筋を通し、当該縦主筋に固定ナットによって
固定可能とするために所定の間隔を設けて設置し、か
つ、当該水平部材を複数本の連結ボルトによって水平部
材間の間隔を可変できるように連結してなることを特徴
とする鉄筋かごの吊り治具。
1. Two horizontal members are installed with a predetermined interval so that a vertical nut of a reinforcing bar cage is passed between the horizontal members and can be fixed to the vertical main bar by a fixing nut, and A reinforcing jig for suspending a cage, wherein horizontal members are connected by a plurality of connecting bolts so that the distance between the horizontal members can be varied.
JP1996192A 1992-02-05 1992-02-05 Rebar basket hanging jig Expired - Lifetime JP2603394B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1996192A JP2603394B2 (en) 1992-02-05 1992-02-05 Rebar basket hanging jig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1996192A JP2603394B2 (en) 1992-02-05 1992-02-05 Rebar basket hanging jig

Publications (2)

Publication Number Publication Date
JPH05214813A true JPH05214813A (en) 1993-08-24
JP2603394B2 JP2603394B2 (en) 1997-04-23

Family

ID=12013797

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1996192A Expired - Lifetime JP2603394B2 (en) 1992-02-05 1992-02-05 Rebar basket hanging jig

Country Status (1)

Country Link
JP (1) JP2603394B2 (en)

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CN113666280A (en) * 2021-08-19 2021-11-19 黄河勘测规划设计研究院有限公司 Method for manufacturing and hoisting reinforcement cage for impervious wall construction
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103754770A (en) * 2013-11-29 2014-04-30 中交第四航务工程局有限公司 Steel reinforcement cage hoisting apparatus
JP2018172868A (en) * 2017-03-31 2018-11-08 東日本旅客鉄道株式会社 Pile head fixing and holding structure of reinforcing bar cage
CN108867622A (en) * 2018-06-29 2018-11-23 中建隧道建设有限公司 It is a kind of for passing through the ground-connecting-wall steel reinforcement cage and its construction method of underground utilities
CN113666280A (en) * 2021-08-19 2021-11-19 黄河勘测规划设计研究院有限公司 Method for manufacturing and hoisting reinforcement cage for impervious wall construction
CN113944336A (en) * 2021-09-17 2022-01-18 上海宝冶集团有限公司 Hoisting frame and construction method

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