JP2001159134A - Cage-building method - Google Patents

Cage-building method

Info

Publication number
JP2001159134A
JP2001159134A JP34365399A JP34365399A JP2001159134A JP 2001159134 A JP2001159134 A JP 2001159134A JP 34365399 A JP34365399 A JP 34365399A JP 34365399 A JP34365399 A JP 34365399A JP 2001159134 A JP2001159134 A JP 2001159134A
Authority
JP
Japan
Prior art keywords
cage
pin
holding
reinforcing
reinforced
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
JP34365399A
Other languages
Japanese (ja)
Other versions
JP4097242B2 (en
Inventor
Kenji Kanda
田 憲 二 神
Moriyuki Shimai
井 森 幸 嶋
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
Original Assignee
Kajima Corp
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 filed Critical Kajima Corp
Priority to JP34365399A priority Critical patent/JP4097242B2/en
Publication of JP2001159134A publication Critical patent/JP2001159134A/en
Application granted granted Critical
Publication of JP4097242B2 publication Critical patent/JP4097242B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a cage-positioning method, in which an extra-large crane and a holding steel material having large strength are made unnecessary and the positioning works of a cage are facilitated. SOLUTION: This method includes process, in which an operating pin 7 for a power jack 6 inserted into the pinhole 4a of a reinforcing material 4 for the cage 1 is lowered, a holding pin 8 in inserted into the pinhole 4a and the cage 1 is held, the holding of the cage 1 by the operating pin 7 is released, the operating pin 7 is lifted, the cage 1 is held by inserting the operating pin 7 into the pinhole 4a, and the holding of the cage 1 by the holding pin 8 is released is repeated, and the cage 1 is positioned into a pile pit 15.

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】本発明は橋梁や超高層ビル等
の大型建造物の基礎杭地中連続壁の鉄筋かご建込み方法
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for installing a reinforcing steel cage in a continuous piled foundation wall of a large building such as a bridge or a skyscraper.

【0002】[0002]

【従来の技術】橋梁や超高層ビル等の大型建造物の基礎
杭は、直径が5メートル前後で長さが20メートル以上
あり、基礎杭の鉄筋かごは複数に分割され、現場で接続
して杭穴へ建込んでいる。従来の大口径場所打ち杭の鉄
筋かご建込み方法は、クレーンのワイヤ20で鉄筋かご
21を杭穴22内へ吊り下げ、鉄筋かご21の補強材2
3の下側に保持鋼材24を渡して鉄筋かご21を保持す
る一番目の鉄筋かご建込み工程(図9)と、クレーンの
ワイヤ20で次の鉄筋かご21Aを吊り下げて先の鉄筋
かご21に接続する鉄筋かご接続工程(図10、図1
1)と、クレーンのワイヤ20で鉄筋かご21、21A
を吊り上げて保持鋼材24を引き抜き、クレーンのワイ
ヤ20で鉄筋かご21、21Aを杭穴22内へ下降し、
鉄筋かご21Aの補強材23の下側に保持鋼材24を渡
して鉄筋かご21、21Aを保持する鉄筋かご下降工程
(図12、図13)とを実行する。そして、再び鉄筋か
ご接続工程を繰り返し実行して鉄筋かご21、21A・
・・を建込んでいる。このように鉄筋かご21、21A
・・・の全重量をクレーンのワイヤ20で吊り下げるた
めに、超大型のクレーンが必要となる。また、鉄筋かご
21、21A・・・の全重量を保持鋼材24で保持する
ために、強度の高い大きな保持鋼材24が必要となり、
保持鋼材24の渡し及び引き抜きが困難な作業となる。
2. Description of the Related Art The foundation pile of a large building such as a bridge or a skyscraper has a diameter of about 5 meters and a length of 20 meters or more. It is built in a pile hole. The conventional method of installing a large-diameter cast-in-place pile reinforced car is to suspend a reinforced car 21 into a pile hole 22 with a crane wire 20 and to provide a reinforcing material 2 for the reinforced cage 21.
First, the first rebar cage building process for holding the rebar cage 21 by passing the holding steel material 24 to the lower side of FIG. 3 (FIG. 9), and suspending the next rebar cage 21 A with the crane wire 20 to move the Step of connecting the reinforcing bars to the car (Figs. 10 and 1)
1) and crane wires 21, 21A with crane wires 20
Is lifted, the holding steel material 24 is pulled out, and the reinforced cages 21 and 21A are lowered into the pile holes 22 by the crane wire 20,
The rebar cage lowering step (FIGS. 12 and 13) of holding the rebar cages 21, 21A by passing the holding steel material 24 below the reinforcing member 23 of the rebar cage 21A is executed. Then, the rebar car connecting process is repeatedly executed again to reinforce the rebar cages 21 and 21A.
・ ・ Is built. Thus, the reinforced basket 21, 21A
In order to suspend the entire weight of the crane by the wire 20 of the crane, a very large crane is required. Moreover, in order to hold | maintain the whole weight of the rebar basket 21, 21A ... with the holding steel material 24, the large holding steel material 24 with high intensity | strength is needed,
It is a difficult task to transfer and pull out the holding steel material 24.

【0003】[0003]

【発明が解決しようとする課題】本発明は、上述した様
な従来技術の問題点に鑑みて提案されたものであり、超
大型のクレーン及び強度の大きな保持鋼材を不必要と
し、鉄筋かごの建込み作業を容易とした場所打ち杭や地
下連続壁等の鉄筋かご建込み方法を提供することを目的
としている。本発明の他の目的は、作業スペースが狭く
大型クレーンが設置できない場所や上空の高さに制限が
あるような場所での鉄筋かごの建込み作業が可能である
場所打ち杭や地下連続壁等の鉄筋かご建込み方法を提供
するにある。
SUMMARY OF THE INVENTION The present invention has been proposed in view of the above-mentioned problems of the prior art, and does not require a super-large crane and a high-strength holding steel material. It is an object of the present invention to provide a method of building a reinforcing steel cage such as a cast-in-place pile or an underground continuous wall, which facilitates a building operation. Another object of the present invention is to provide a cast-in-place pile or an underground continuous wall in which a reinforced car can be built in a place where a work space is narrow and a large crane cannot be installed or where the height of the sky is limited. To provide a method of building a reinforced cage.

【0004】[0004]

【課題を解決するための手段】本発明は、掘削穴の周囲
の架台基礎に設置されたパワージャッキと、掘削穴の近
傍に設けられクレーンとを使用し、複数に分割された鉄
筋かごを順次接続して掘削穴へ建込む鉄筋かご建込み方
法において、前記パワージャッキには昇降及び伸縮する
作動ピンと伸縮する保持ピンが設けられ、前記鉄筋かご
の縦方向の補強材にはピン穴が設けられ、鉄筋かごを掘
削穴内へ吊り下げ、パワージャッキの保持ピンを鉄筋か
ごの補強材のピン穴へ挿入して鉄筋かごを保持する一番
目の鉄筋かご建込み工程と、次の鉄筋かごを吊り下げて
先の鉄筋かごに接続し、パワージャッキの作動ピンを鉄
筋かごの補強材のピン穴へ挿入して鉄筋かごを保持し、
保持ピンによる鉄筋かごの保持を解除する鉄筋かご接続
工程と、パワージャッキの作動ピンを下降して鉄筋かご
を杭穴内へ下降し、保持ピンを鉄筋かごの補強材のピン
穴へ挿入して鉄筋かごを保持し、作動ピンによる鉄筋か
ごの保持を解除して作動ピンを上昇し、作動ピンをピン
穴へ挿入して鉄筋かごを保持し、保持ピンによる鉄筋か
ごの保持を解除する鉄筋かご下降工程とを実行する。そ
して、前記鉄筋かご下降工程は複数回実行され、鉄筋か
ご下降工程を実行した後に前記鉄筋かご接続工程が再び
実行される。
SUMMARY OF THE INVENTION The present invention uses a power jack installed on a gantry foundation around an excavation hole and a crane provided near the excavation hole to sequentially use a plurality of divided steel cages. In the method of erection of a reinforced car connected and built in a digging hole, the power jack is provided with an operating pin that moves up and down and expands and contracts and a holding pin that expands and contracts, and a pin hole is provided in a vertical reinforcing member of the reinforced cage. , Hanging the reinforced car into the excavation hole, inserting the holding pin of the power jack into the pin hole of the reinforcing material of the reinforced car, holding the first reinforced car, and suspending the next reinforced car Connect the power jack's operating pin to the reinforcing material pin hole of the reinforcing rod cage to hold the reinforcing rod basket,
Rebar cage connection process to release the holding of the reinforcing bar cage by the retaining pin, lowering the operation pin of the power jack, lowering the reinforcing bar cage into the pile hole, inserting the retaining pin into the pin hole of the reinforcing member of the reinforcing bar cage, Hold the car, release the holding of the reinforcing bar by the operating pin, raise the operating pin, insert the operating pin into the pin hole, hold the reinforcing bar, and release the holding of the reinforcing bar by the holding pin. Execute the process. Then, the rebar car lowering step is performed a plurality of times, and after the rebar car lowering step is performed, the rebar car connecting step is performed again.

【0005】[0005]

【発明の実施の形態】以下、添付図面を参照にして、本
発明の実施の形態を説明する。図1に示すように、鉄筋
かご1は、格子状に組まれた鉄筋2と、この鉄筋2にU
ボルト3等で取り付けられた縦方向の補強材4及び円周
方向の補強材5で構成されている。そして、縦方向の補
強材4には、後述するパワージャッキのピンが挿入され
るピン穴4aが設けられている。なお、補強材4、5
は、鉄筋かご1の重量に応じて本数及び強度が決められ
ている。
Embodiments of the present invention will be described below with reference to the accompanying drawings. As shown in FIG. 1, a reinforcing bar cage 1 includes a reinforcing bar 2 assembled in a lattice shape and a U
It comprises a longitudinal reinforcing member 4 and a circumferential reinforcing member 5 attached with bolts 3 or the like. The vertical reinforcing member 4 is provided with a pin hole 4a into which a pin of a power jack described later is inserted. The reinforcing members 4, 5
The number and strength of the steel bars 1 are determined according to the weight of the reinforcing cage 1.

【0006】図2に示すように、パワージャッキ6に
は、作動ピン7と保持ピン8が設けられている。作動ピ
ン7は油圧シリンダー9により伸縮され、油圧シリンダ
ー9は本体10に設けられた油圧シリンダー11で昇降
する台座12に取り付けられている。保持ピン8は油圧
シリンダー13により伸縮され、油圧シリンダー13は
本体10の基台14に取り付けられている。
As shown in FIG. 2, the power jack 6 is provided with an operating pin 7 and a holding pin 8. The operating pin 7 is extended and contracted by a hydraulic cylinder 9, and the hydraulic cylinder 9 is attached to a pedestal 12 that moves up and down by a hydraulic cylinder 11 provided on a main body 10. The holding pin 8 is extended and contracted by a hydraulic cylinder 13, and the hydraulic cylinder 13 is attached to a base 14 of the main body 10.

【0007】図3に示すように、パワージャッキ6によ
る鉄筋かご1の下降及び保持は、掘削穴15の架台基礎
16に設置されたパワージャッキ6の作動ピン7を鉄筋
かご1の補強材4のピン穴4aへ挿入した状態におい
て、油圧シリンダー11を駆動して台座12を下降し、
鉄筋かご1を掘削穴15へ建込む。そして、油圧シリン
ダー13を駆動し、保持ピン8を突出してピン穴4aへ
挿入し、保持ピン8により鉄筋かご1を保持する。次
に、油圧シリンダー9を駆動して作動ピン7を引っ込
め、油圧シリンダー11を駆動して台座12を上昇す
る。そして、油圧シリンダー9を駆動して作動ピン7を
ピン穴4aへ挿入し、作動ピン7により鉄筋かご1を保
持し、油圧シリンダー13を駆動し、保持ピン8を引っ
込めて鉄筋かご1の保持を解除する。上記の動作を繰り
返し、尺取虫のようにして鉄筋かご1を杭穴15内へ建
込む。
As shown in FIG. 3, the lowering and holding of the reinforced car 1 by the power jack 6 is performed by moving the operating pin 7 of the power jack 6 installed on the gantry base 16 of the excavation hole 15 to the reinforcing member 4 of the reinforced car 1. In the state inserted in the pin hole 4a, the hydraulic cylinder 11 is driven to lower the pedestal 12,
The reinforced cage 1 is built in the excavation hole 15. Then, the hydraulic cylinder 13 is driven, the holding pin 8 is protruded and inserted into the pin hole 4a, and the rebar cage 1 is held by the holding pin 8. Next, the hydraulic cylinder 9 is driven to retract the operating pin 7, and the hydraulic cylinder 11 is driven to move up the pedestal 12. Then, the hydraulic cylinder 9 is driven to insert the operating pin 7 into the pin hole 4a, the reinforcing pin 1 is held by the operating pin 7, the hydraulic cylinder 13 is driven, the holding pin 8 is retracted, and the reinforcing rod 1 is held. To release. The above operation is repeated, and the rebar cage 1 is built into the pile hole 15 like a shading insect.

【0008】次に図4乃至図8に基づいて、本発明の鉄
筋かご建込み方法を説明する。杭穴15の周囲に作られ
た架台基礎16には複数台のパワージャッキ6が設置さ
れ、複数個の鉄筋かご1が置かれている。なお、パワー
ジャッキ6は、鉄筋かご1の重量に応じて設置個数が決
められている。 一番目の鉄筋かご建込み工程(図4)
Next, a method of building a reinforcing cage according to the present invention will be described with reference to FIGS. A plurality of power jacks 6 are installed on a gantry foundation 16 formed around the pile hole 15, and a plurality of reinforcing bars 1 are placed thereon. The number of power jacks 6 is determined according to the weight of the reinforcing cage 1. First rebar cage construction process (Fig. 4)

【0009】鉄筋かご1を掘削穴15内へ吊り下げる。
そして、パワージャッキ6の油圧シリンダー13を駆動
し、保持ピン8を突出して鉄筋かご1の補強材4のピン
穴4aへ挿入し、保持ピン8により鉄筋かご1を保持す
る。このようにパワージャッキ6の保持ピン8で鉄筋か
ご1を保持し、鉄筋かご1の吊り下げを解除する。 鉄筋かご接続工程(図5、図6)
The reinforcing bar 1 is suspended in the excavation hole 15.
Then, the hydraulic cylinder 13 of the power jack 6 is driven, the holding pin 8 is protruded and inserted into the pin hole 4a of the reinforcing member 4 of the reinforcing cage 1, and the reinforcing cage 1 is held by the holding pin 8. In this manner, the reinforcing bar 1 is held by the holding pins 8 of the power jack 6, and the suspension of the reinforcing bar 1 is released. Rebar cage connection process (Figs. 5 and 6)

【0010】次の鉄筋かご1Aを吊り下げ、鉄筋かご1
Aを先の鉄筋かご1に接続しする。そして、パワージャ
ッキ6の油圧シリンダー9を駆動し、作動ピン7を突出
して鉄筋かご1Aの補強材4ピン穴4aへ挿入し、作動
ピン7により鉄筋かご1、1Aを保持する。このように
パワージャッキ6の作動ピン7で鉄筋かご1、1Aを保
持し、油圧シリンダー13を駆動して保持ピン8を引っ
込めて保持ピン8による鉄筋かご1、1Aの保持を解除
し、鉄筋かご1Aの吊り下げも解除する。 鉄筋かご下降工程(図7、図8)
The following reinforcing bar 1A is suspended, and the reinforcing bar 1
A is connected to the reinforcing bar 1. Then, the hydraulic cylinder 9 of the power jack 6 is driven, the operating pin 7 is protruded and inserted into the reinforcing member 4 pin hole 4a of the reinforcing rod car 1A, and the operating pin 7 holds the reinforcing rod cages 1 and 1A. As described above, the reinforcing rods 1 and 1A are held by the operating pins 7 of the power jack 6, the hydraulic cylinder 13 is driven to retract the holding pins 8, and the holding of the reinforcing bars 1 and 1A by the holding pins 8 is released. The suspension of 1A is also released. Rebar cage lowering process (Figs. 7 and 8)

【0011】パワージャッキ6の油圧シリンダー11を
駆動して台座12を下降し、鉄筋かご1、1Aを杭穴1
5内へ下降する。そして、パワージャッキ6の油圧シリ
ンダー13を駆動し、保持ピン8を突出して鉄筋かご1
Aの補強材4のピン穴4aへ挿入し、保持ピン8により
鉄筋かご1、1Aを保持し、油圧シリンダー9を駆動し
て作動ピン7を引っ込め、作動ピン7による鉄筋かご
1、1Aの保持を解除する。次に、パワージャッキ6の
油圧シリンダー11を駆動して台座12を上昇し、油圧
シリンダー9を駆動し、作動ピン7を突出してピン穴4
aへ挿入し、作動ピン7により鉄筋かご1、1Aを保持
し、油圧シリンダー13を駆動して保持ピン8を引っ込
め、保持ピン8による鉄筋かご1、1Aの保持を解除す
る。
The hydraulic cylinder 11 of the power jack 6 is driven to lower the pedestal 12.
Descend into 5. Then, the hydraulic cylinder 13 of the power jack 6 is driven, and the holding pin 8 is projected so that the reinforcing cage 1
A is inserted into the pin hole 4a of the reinforcing member 4 of FIG. 1A, the reinforcing bars 1 and 1A are held by the holding pins 8, and the hydraulic cylinder 9 is driven to retract the operating pins 7 so that the operating pins 7 hold the reinforcing bars 1 and 1A. Cancel. Next, the hydraulic cylinder 11 of the power jack 6 is driven to raise the pedestal 12, the hydraulic cylinder 9 is driven, the operating pin 7 is protruded, and the pin hole 4 is formed.
a, the rebar cages 1, 1A are held by the operating pins 7, the hydraulic cylinder 13 is driven to retract the holding pins 8, and the holding of the rebar cars 1, 1A by the holding pins 8 is released.

【0012】この鉄筋かご下降工程は複数回実行され、
鉄筋かご1、1Aは尺取り虫のようにして杭穴15内へ
下降される。そして、鉄筋かご1、1Aが杭穴15内へ
下降したならば、再び鉄筋かご接続工程を実行し、鉄筋
かご1、1A・・・を杭穴15内へ建込む。
[0012] This rebar car lowering step is performed a plurality of times,
The rebar baskets 1 and 1A are lowered into the pile holes 15 like a scale insect. When the reinforced cars 1, 1A have descended into the pile holes 15, the reinforced car connection process is executed again, and the reinforced cars 1, 1A,...

【0013】[0013]

【発明の効果】以上のように本発明の鉄筋かご建込み方
法は、 (1)パワージャッキで鉄筋かごの下降及び保持をする
ので、一個の鉄筋かごを掘削穴へ移動させるだけで超大
型のクレーンが不要である。 (2) 超大型のクレーンを使用しないので、狭い場
所、高架下でも施工することができる。 (3) パワージャッキの数を増減させることで、大口
径の鉄筋かごの建込みが可能となる。 (4) 鉄筋かごに取りつけられた補強材で鉄筋の重量
の全てを受けるので、建込み時に鉄筋が変形することが
ない。 (5) 以上の結果、鉄筋かごの建込み作業が容易とな
り、工費を低減することができるようになる。
As described above, the method of building a reinforced car according to the present invention is as follows: (1) Since the reinforced car is lowered and held by the power jack, only a single reinforced car is moved to the excavation hole, so that No crane is required. (2) Since a super-large crane is not used, it can be constructed even in a narrow place or under an elevated place. (3) By increasing or decreasing the number of power jacks, it becomes possible to build a large-diameter reinforced cage. (4) Since all the weight of the rebar is received by the reinforcing material attached to the rebar basket, the rebar is not deformed during construction. (5) As a result, the construction work of the reinforcing cage is facilitated, and the construction cost can be reduced.

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

【図1】本発明の鉄筋かご建込み方法に使用する鉄筋か
ごの斜視図。
FIG. 1 is a perspective view of a reinforcing bar cage used in the method of building a reinforcing bar cage according to the present invention.

【図2】本発明の鉄筋かご建込み方法に使用するパワー
ジャッキの斜視図。
FIG. 2 is a perspective view of a power jack used in the method of building a reinforcing bar cage according to the present invention.

【図3】パワージャッキによる鉄筋かごの下降及び保持
を説明する図。
FIG. 3 is a view for explaining lowering and holding of a reinforcing cage by a power jack.

【図4】本発明の鉄筋かご建込み方法を説明する図。FIG. 4 is a view for explaining a method of building a reinforcing bar cage according to the present invention.

【図5】本発明の鉄筋かご建込み方法を説明する図。FIG. 5 is a view for explaining a method of building a reinforcing bar cage according to the present invention.

【図6】本発明の鉄筋かご建込み方法を説明する図。FIG. 6 is a view for explaining a method of building a reinforcing bar cage according to the present invention.

【図7】本発明の鉄筋かご建込み方法を説明する図。FIG. 7 is a view for explaining a method of building a reinforcing bar cage according to the present invention.

【図8】本発明の鉄筋かご建込み方法を説明する図。FIG. 8 is a view for explaining a method of building a reinforcing bar cage according to the present invention.

【図9】従来の鉄筋かご建込み方法を説明する図。FIG. 9 is a diagram illustrating a conventional method of building a reinforcing bar.

【図10】従来の鉄筋かご建込み方法を説明する図。従
来の鉄筋かご建込み方法を説明する図。
FIG. 10 is a diagram illustrating a conventional method of building a reinforcing bar cage. The figure explaining the conventional rebar cage construction method.

【図11】従来の鉄筋かご建込み方法を説明する図。FIG. 11 is a diagram illustrating a conventional method of building a reinforcing bar cage.

【図12】従来の鉄筋かご建込み方法を説明する図。FIG. 12 is a diagram illustrating a conventional method of building a reinforcing bar cage.

【図13】従来の鉄筋かご建込み方法を説明する図。FIG. 13 is a view for explaining a conventional method of building a reinforcing bar cage.

【符号の説明】[Explanation of symbols]

1、1A・・・鉄筋かご 2・・・鉄筋 3・・・Uボルト 4、5・・・補強材 4a・・・ピン穴 6・・・パワージャッキ 7・・・作動ピン 8・・・保持ピン 9、11、13・・・油圧シリンダー 10・・・本体 12・・・台座 14・・・基台 15・・・杭穴 16・・・架台基礎 1, 1A ... Reinforcing cage 2 ... Reinforcing bar 3 ... U bolt 4, 5 ... Reinforcing material 4a ... Pin hole 6 ... Power jack 7 ... Operating pin 8 ... Holding Pins 9, 11, 13 ... Hydraulic cylinder 10 ... Body 12 ... Pedestal 14 ... Base 15 ... Pile hole 16 ... Stand base

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 パワージャッキを使用して、複数に分割
された鉄筋かごを順次接続し掘削部へ建込む鉄筋かご建
込み方法において、前記パワージャッキには昇降及び伸
縮する作動ピンと伸縮する保持ピンが設けられ、前記鉄
筋かごの縦方向の補強材にはピン穴が設けられ、パワー
ジャッキの保持ピンを鉄筋かごの補強材のピン穴へ挿入
して掘削部内に吊り下げた一番目の鉄筋かごを保持する
鉄筋かご建込み工程と、次の鉄筋かごを掘削部内に吊り
下げて先の鉄筋かごに接続し、パワージャッキの作動ピ
ンを鉄筋かごの補強材のピン穴へ挿入して鉄筋かごを保
持し、保持ピンによる鉄筋かごの保持を解除する鉄筋か
ご接続工程と、パワージャッキの作動ピンを下降して鉄
筋かごを掘削部内へ下降し、保持ピンを鉄筋かごの補強
材のピン穴へ挿入して鉄筋かごを保持し、作動ピンによ
る鉄筋かごの保持を解除して作動ピンを上昇し、作動ピ
ンをピン穴へ挿入して鉄筋かごを保持し、保持ピンによ
る鉄筋かごの保持を解除する鉄筋かご下降工程とを実行
することを特徴とした鉄筋かご建込み方法。
1. A method for installing a reinforcing car in a digging section by sequentially connecting a plurality of divided reinforcing cars using a power jack, wherein the power jack includes an operating pin that moves up and down and expands and a holding pin that expands and contracts. Is provided, and a pin hole is provided in the reinforcing member in the longitudinal direction of the rebar cage, and the first rebar cage in which the holding pin of the power jack is inserted into the pin hole of the reinforcing member of the rebar cage and suspended in the excavated portion. And the next reinforced car is suspended in the excavation section, connected to the reinforced car, and the power jack of the power jack is inserted into the pin hole of the reinforcing material of the reinforced car to remove the reinforced car. Rebar cage connection process for holding and releasing the holding of the reinforced cage by the retaining pin, lowering the operating pin of the power jack to lower the reinforced cage into the excavation section, and inserting the retaining pin into the pin hole of the reinforcing member of the reinforced cage I Reinforcement cage that holds the reinforcing bar cage, releases the holding of the reinforcing bar cage by the operating pin, raises the operating pin, inserts the operating pin into the pin hole, holds the reinforcing bar cage, and releases the holding of the reinforcing bar cage by the holding pin. A method of building a reinforcing bar cage, comprising performing a car lowering step.
【請求項2】 前記鉄筋かご下降工程は複数回実行され
る請求項1に記載の鉄筋かご建込み方法。
2. The method according to claim 1, wherein the step of lowering the rebar cage is performed a plurality of times.
【請求項3】 前記鉄筋かご下降工程を実行した後に前
記鉄筋かご接続工程が再び実行される請求項1または2
に記載の鉄筋かご建込み方法。
3. The rebar car connecting step is executed again after the rebar car lowering step is executed.
How to build a reinforced basket described in.
JP34365399A 1999-12-02 1999-12-02 Reinforcing bar cage installation method Expired - Fee Related JP4097242B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34365399A JP4097242B2 (en) 1999-12-02 1999-12-02 Reinforcing bar cage installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34365399A JP4097242B2 (en) 1999-12-02 1999-12-02 Reinforcing bar cage installation method

Publications (2)

Publication Number Publication Date
JP2001159134A true JP2001159134A (en) 2001-06-12
JP4097242B2 JP4097242B2 (en) 2008-06-11

Family

ID=18363207

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34365399A Expired - Fee Related JP4097242B2 (en) 1999-12-02 1999-12-02 Reinforcing bar cage installation method

Country Status (1)

Country Link
JP (1) JP4097242B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241400A (en) * 2011-05-18 2012-12-10 Taisei Corp Reinforcement cage and build-up method of reinforcement cage
CN113653262A (en) * 2021-07-30 2021-11-16 长江岩土工程有限公司 Construction method for welding and descending of anti-slide pile reinforcement cage outside well in grading manner

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241400A (en) * 2011-05-18 2012-12-10 Taisei Corp Reinforcement cage and build-up method of reinforcement cage
CN113653262A (en) * 2021-07-30 2021-11-16 长江岩土工程有限公司 Construction method for welding and descending of anti-slide pile reinforcement cage outside well in grading manner
CN113653262B (en) * 2021-07-30 2022-12-30 长江岩土工程有限公司 Construction method for welding and descending of anti-slide pile reinforcement cage outside well in grading manner

Also Published As

Publication number Publication date
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