JP2001349061A - Method for vertically assembling cage for reinforced concrete column - Google Patents
Method for vertically assembling cage for reinforced concrete columnInfo
- Publication number
- JP2001349061A JP2001349061A JP2001118088A JP2001118088A JP2001349061A JP 2001349061 A JP2001349061 A JP 2001349061A JP 2001118088 A JP2001118088 A JP 2001118088A JP 2001118088 A JP2001118088 A JP 2001118088A JP 2001349061 A JP2001349061 A JP 2001349061A
- Authority
- JP
- Japan
- Prior art keywords
- hoop
- bar
- positioning
- rebar
- main
- 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.)
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Abstract
Description
【０００１】[0001]
【発明の属する技術分野】この発明は、鉄筋コンクリー
ト（以下ＲＣという）工事において、特に重量の重い柱
の主筋とフープ筋を配筋する際に行われる、簡便で作業
時間が短く、合理的かつ効率的な配筋方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforced concrete (hereinafter referred to as "RC") construction, particularly when arranging a main bar and a hoop bar of a heavy column, which is simple, has a short working time, is rational and efficient. Related to typical bar arrangement methods.
【０００２】[0002]
【従来の技術及び発明が解決しようとする課題】近年、
ＲＣ構造の高層化が進み、それに伴って高強度、高精度
の配筋が要求されるようになった。従来は、主筋を予め
配筋しておき、一施工区間分のフープ筋を纏めて上から
主筋を通して落とし込み、一本のフープ筋毎、所定の位
置に引き上げて結束配筋する方法か、予め要所々々に、
一施工区間分のフープ筋を纏めて堆積しておき、その堆
積したフープ筋に主筋を挿通し、これまた一本ずつフー
プ筋を所定の位置に引き上げて結束配筋する方法が行わ
れた。前者の場合は、予めフープ筋を、きちんと整理し
て束ねておかねばならず、落とし込みに困難な技術を伴
い、結局フープ筋を１本ずつ落とし込み、それを引き上
げて結束配筋せねばならず、極めて非能率的であった。
後者の場合もフープ筋を所定の位置に、一施工区間分纏
めておかねばならず、複数区間分のフープ筋の束に、主
筋を挿通することは、困難な作業であり、この場合も前
者同様に、一本ずつフープ筋を所定の位置に引き上げて
結束配筋せねばならない。また主筋は、例えばφ５０×
６０００のものを扱うとすれば、約１００Ｋｇ／本にも
なり、人力で扱える範囲ではない。本発明は、これらの
問題に鑑み主筋を効率よく扱い、鉄筋コンクリート柱の
鉄筋籠が効率よく配筋される方法を創案したものであ
る。2. Description of the Related Art In recent years,
Higher RC structures have been required, and accordingly, high-strength, high-precision reinforcing bars have been required. Conventionally, the main reinforcement is arranged in advance, the hoop reinforcements for one construction section are collectively dropped from the top through the main reinforcements, and each hoop reinforcement is pulled up to a predetermined position and tied and arranged. In places,
A method has been performed in which hoops for one construction section are collectively deposited, a main reinforcement is inserted into the deposited hoops, and the hoops are pulled up one by one to a predetermined position and bound and arranged. In the case of the former, the hoop muscles must be properly arranged and bundled in advance, and it is difficult to drop them. It was very inefficient.
In the latter case as well, the hoop streaks must be put together at a predetermined position for one construction section, and it is difficult to insert the main streaks into a bundle of hoop streaks for a plurality of sections. Similarly, the hoops must be pulled up one by one to a predetermined position and bound and arranged. The main reinforcement is, for example, φ50 ×
If it handles 6000 objects, it will be about 100 kg / book, which is not a range that can be handled manually. The present invention has been made in view of these problems, and has devised a method of efficiently treating the main reinforcing bars and efficiently arranging the reinforcing bars of the reinforced concrete columns.
【０００３】[0003]
【課題を解決するための手段】本願発明は、（Ａ）２分
割され、互いに分離／連結し得る手段と、一施工区分毎
のフープ筋を堆積し得る構造を有する各階の作業床とか
らなる鉄筋籠を縦に包絡し得るステージと、鉄筋籠を包
絡する断面四角形の相対する面にセットされ、上下に移
動して、フープ筋を支持／解放する手段を備えたフープ
筋位置決めガイドと、前記四角形のフープ筋位置決めガ
イドをセットしない側の一面にセットした、四角形内部
に向かって、伸縮自由なフープ筋位置決めストッパと、
前記断面四角形の底面に、主筋受け位置決め手段を備え
た、鉄筋籠縦組立装置を用いて、（Ｂ）前記ステージを
連結し、（Ｃ）一施工区分毎のフープ筋を、各階の作業
床に吊込み、（Ｄ）前記フープ筋の位置決めガイドを上
方にセットし、（Ｅ）前記フープ筋の位置決めストッパ
を所定の位置にセットし、（Ｆ）各階の作業床の作業員
が前記位置決めガイドに、フープ筋を１本ずつ載上し、
前記位置決めストッパに当接するまで押し込み位置を決
め、（Ｇ）主筋を、周知の手段で吊上げ、先に配置した
フープ筋と干渉しないようにフープ筋に貫通し、下端を
主筋受け位置決め手段で位置を決め、荷重をステージに
預け、（Ｈ）各階の作業員が、主筋とフープ筋を結束
し、（Ｉ）再び周知の手段で上部を玉掛けし、（Ｊ）前
記フープ筋の位置決めガイドを下方に下ろし、前記フー
プ筋位置決めストッパを解放し、（Ｋ）ステージを分離
引き離し、（Ｌ）組上がった鉄筋籠を、周知の手段で吊
上げて、ストックヤードに移送することを、繰り返して
なることを特徴とする鉄筋コンクリート柱の鉄筋籠縦組
立法とする。The present invention comprises (A) a means which is divided into two parts and which can be separated / connected to each other, and a working floor of each floor having a structure capable of depositing a hoop streak for each construction section. A stage capable of vertically enveloping the rebar basket, a hoop rebar positioning guide provided with means for enclosing the rebar basket and having means for moving up and down to support / release the hoop rebar, A hoop streak positioning stopper that can freely expand and contract toward the inside of the square, set on one side of the side where the square hoop streak positioning guide is not set,
(B) The stage is connected using a rebar cage vertical assembling device provided with a main reinforcing bar receiving positioning means on the bottom surface of the rectangular section, and (C) Hoop bars for each construction section are placed on the working floor of each floor. (D) The positioning guide of the hoop muscle is set upward, (E) the positioning stopper of the hoop muscle is set at a predetermined position, and (F) the worker on the work floor of each floor places the positioning guide on the positioning guide. , Put the hoops one by one,
The push-in position is determined until it comes into contact with the positioning stopper, and (G) the main bar is lifted by a known means, penetrated through the hoop bar so as not to interfere with the hoop bar disposed earlier, and the lower end is positioned by the main bar receiving positioning unit. (H) The workers on each floor bind the main bar and the hoop bar, (I) sling the upper part again by a known means, and (J) lower the positioning guide of the hoop bar down. Lowering, releasing the hoop positioning stopper, (K) separating and pulling out the stage, and (L) lifting the assembled rebar basket by a known means and transferring it to the stockyard. Vertical assembly method for reinforced concrete columns.
【０００４】[0004]
【発明の実施の形態】以下図面に基づいて、本発明の鉄
筋コンクリート柱の鉄筋籠の縦組立法を、その装置と共
に順を追って説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A vertical assembly method of a reinforced concrete cage of a reinforced concrete column according to the present invention will now be described with reference to the drawings, together with its apparatus.
【０００５】図１は、鉄筋コンクリート柱の鉄筋籠の縦
組立法を示す概念図である。（ａ）は、その立面図であ
り、（ｂ）は、平面図である。FIG. 1 is a conceptual diagram showing a method of vertically assembling a reinforced basket of a reinforced concrete column. (A) is an elevation view, and (b) is a plan view.
【０００６】（Ａ）レール１に沿って、左右に移動可能
な車輪２を備え、鉄筋籠５を囲むように平面上Ｌ字型に
２分割された作業用ステージ３、３を設置して、連結部
９で連結する。この作業用ステージ３は高さ方向に、フ
ープ筋を配設する作業床４で区切られている。またステ
ージ３、３の各階の作業床には、開閉自在なフープ筋挿
通開閉口６が設けてある。またタラップ昇降口７も併設
してある。また必要以上にステージ３、３が移動するの
を防ぐためレールにはストッパ８が設けてある。(A) A work stage 3, which is provided with wheels 2 movable left and right along a rail 1 and is divided into two in a plane L shape so as to surround a reinforcing bar cage 5, is installed. The connection is made at the connection portion 9. The work stage 3 is divided in the height direction by a work floor 4 on which hoops are arranged. The work floors of the respective floors of the stages 3 and 3 are provided with a hoop muscle insertion opening / closing opening 6 that can be opened / closed. A ramp elevating port 7 is also provided. Also, a stopper 8 is provided on the rail to prevent the stages 3 and 3 from moving more than necessary.
【０００７】（Ｂ）次に、各階のフープ筋挿通開閉口６
を開き、下から順に、一施工区間分のフープ筋を作業床
４の片隅に揚重堆積する。(B) Next, the hoop muscle insertion opening / closing opening 6 of each floor
And the hoops for one construction section are lifted and deposited on one corner of the work floor 4 in order from the bottom.
【０００８】（Ｃ）ステージ３、３の、鉄筋籠５が納ま
る角型の空間の、相対する２面にフープ筋位置決めガイ
ド１０をセットする。図２はフープ筋位置決めガイド１
０の詳細図であり、上部が開口する縦にコ字型の部材
に、フープ筋を載上する窪み１２を設けたブラケットが
左右対称に複数本突出し、ステージ側固定部から突出し
たピン１１が、フープ筋を載上する窪み１２が上下に移
動できるように、長孔を介して貫通している。フープ筋
位置決めガイド１０の低部は、スライド用ジャッキ１３
を操作してステージ固定部から突出したピン１１が長孔
の下方にあり、先ずフープ筋を載上する窪み１２が上方
に位置するようにセットする。(C) A hoop streak positioning guide 10 is set on two opposing surfaces of the square space of the stages 3 and 3 in which the reinforcing bar cage 5 is accommodated. Figure 2 shows the hoop streak positioning guide 1
FIG. 2 is a detailed view of FIG. 0. A plurality of brackets provided with a depression 12 for mounting a hoop streak project on a vertically U-shaped member having an opening at the top, and a plurality of brackets protrude symmetrically, and a pin 11 protruding from a stage-side fixing portion. The recess 12 for mounting the hoop is penetrated through a long hole so as to be able to move up and down. The lower part of the hoop streak positioning guide 10 is
Is set so that the pin 11 protruding from the stage fixing portion is below the long hole, and the dent 12 on which the hoop is placed is positioned above first.
【０００９】（Ｄ）次に、鉄筋籠５が納まる角型の空間
の、フープ筋位置決めガイド１０をセットしない側の一
面に、フープ筋位置決めストッパ１４を、各階の作業床
４にセットする。図３は、フープ筋位置決めストッパ１
４の一例を示す図である。フープ筋位置決めストッパ１
４は棒材からなり、ステージ側固定部に取着された扇形
の板の周に孔を設け、フープ筋位置決めストッパ１４に
ピン１５で枢着された、棒材１６がステージ固定部に枢
着され、扇形の板に設けた孔にその棒材１６をピン１７
で、係止することによって、断面四角形の空間内で前後
にフープ筋の位置を可変することができる。(D) Next, a hoop streak positioning stopper 14 is set on the work floor 4 of each floor on one surface of the square space in which the reinforcing bar cage 5 is to be set, on the side where the hoop streak positioning guide 10 is not set. FIG. 3 shows a hoop line positioning stopper 1
4 is a diagram illustrating an example of FIG. Hoop positioning stopper 1
Reference numeral 4 denotes a bar, and a hole is provided around a fan-shaped plate attached to the stage-side fixing portion, and a bar 16 pivotally attached to the hoop streak positioning stopper 14 with a pin 15 is pivotally attached to the stage fixing portion. The rod 16 is inserted into a hole provided in the fan-shaped plate with a pin 17.
By locking, the position of the hoop muscle can be changed back and forth in a space having a rectangular cross section.
【００１０】（Ｅ）次に、各階に配員された作業員が、
フープ筋位置決めガイド１０にフープ筋を載上し、所定
の位置にセットされたフープ筋位置決めストッパ１４に
当接するまで押込み、その位置を決めながらフープ筋を
セットする。勿論フープ筋のセットは、フープ筋位置決
めストッパ１４がセットされていない方向から行う。(E) Next, the workers assigned to each floor are:
The hoop streak is placed on the hoop streak positioning guide 10 and pushed until it comes into contact with the hoop streak positioning stopper 14 set at a predetermined position, and the hoop streak is set while determining the position. Of course, the hoop streak is set from a direction in which the hoop streak positioning stopper 14 is not set.
【００１１】（Ｆ）次に、仮置きしてある主筋の端部
に、例えば吊金物１８をセットし、吊治具１９を用い
て、全主筋または一部複数の主筋を揚重し、（Ｅ）でセ
ットしたフープ筋の中に吊込む。この際、主筋とフープ
筋の干渉を避けるために、吊金物の位置を調整する。(F) Next, for example, a hanging metal 18 is set at the end of the temporarily placed main reinforcement, and all the main reinforcements or a plurality of main reinforcements are lifted using the suspension jig 19, Hang it in the hoop streak set in E). At this time, the position of the hanging hardware is adjusted to avoid interference between the main muscle and the hoop muscle.
【００１２】（Ｇ）吊込んだ主筋の下方の先端は、テー
パーの付いた主筋位置決めガイドを備えた主筋自立保持
台２０にセットする。図４は、主筋の位置が決め易いよ
うに、テーパーの付いた主筋位置決めガイドを備えた主
筋自立保持台２０の詳細図である。ここではテーパーの
ついたブロックで、主筋自立保持台２０が構成されてい
るが、形鋼などで組み立てたものでもよく、機能を満た
すものであればよい。なお、この時主筋を回転させ主筋
継手にとって都合よいように所定の向きにセットして、
主筋の吊込みを終わる。また吊治具１９は、ステージ３
の吊治具受け２１にそのまま預け、鉄筋籠５完成後の吊
出し時まで置いておく。勿論吊金物１８を再セットすれ
ば、転用可能である。(G) The lower end of the suspended main bar is set on a main bar self-standing stand 20 provided with a tapered main bar positioning guide. FIG. 4 is a detailed view of the main muscle self-supporting stand 20 provided with a tapered main muscle positioning guide so that the position of the main muscle can be easily determined. Here, the main-bar self-supporting stand 20 is constituted by a tapered block. However, the main-strand self-supporting stand 20 may be assembled from a shaped steel or the like, and may be any as long as it satisfies the function. At this time, the main bar is rotated and set in a predetermined direction so as to be convenient for the main bar joint,
Finish hanging main bars. The hanging jig 19 is mounted on the stage 3
In the hanging jig receiver 21 as described above, and leave it until the rebar cage 5 is pulled out after completion. Of course, if the hanging hardware 18 is reset, it can be diverted.
【００１３】（Ｈ）次に、各階の作業床４から作業員
が、主筋とフープ筋の結束を行う。(H) Next, the worker binds the main muscle and the hoop muscle from the work floor 4 of each floor.
【００１４】（Ｉ）次に、完成した鉄筋籠５の上部に玉
掛けし、スライド用油圧ジャッキ１３、即ちフープ筋ガ
イド１０を下ろし、フープ筋を載上する窪み１２からフ
ープ筋を外し、フープ筋ストッパ１４もピン１７を抜い
て、フープ筋の支持を完全に解放する。(I) Next, a sling is placed on the upper portion of the completed rebar basket 5, the slide hydraulic jack 13, ie, the hoop guide 10 is lowered, and the hoop is removed from the recess 12 on which the hoop is placed. The stopper 14 also removes the pin 17 to completely release the hoop muscle support.
【００１５】（Ｊ）次に、ステージ３の連結部９を解放
して、２分割ステージの片方、要すれば両方を、ストッ
パ８まで移動し、吊治具１９を介して、完成した鉄筋籠
５をストックヤードに移動させる。以上を繰り返して鉄
筋籠５を組み立てるが、図１（ａ）は、ストックヤード
に地下階を利用した例であるが、必ずしも地下階である
必要はない。(J) Next, the connecting portion 9 of the stage 3 is released, and one of the two divided stages, and if necessary, both of them are moved to the stopper 8, and the completed rebar basket is moved via the hanging jig 19. Move 5 to the stockyard. The rebar basket 5 is assembled by repeating the above. FIG. 1A shows an example in which the stock yard uses the basement floor, but it does not necessarily need to be the basement floor.
【００１６】[0016]
【発明の効果】本発明の、鉄筋籠縦組方法では、次のよ
うな効果がある。According to the vertical reinforcing bar cage method of the present invention, the following effects can be obtained.
【００１７】１本１００Ｋｇ前後もある主筋を人力でハ
ンドリングすることなく、機械作業になるので、確実、
容易、安全に鉄筋籠の組立作業を行うことができる。[0017] The machine work is performed without manual handling of a main bar having a weight of about 100 kg per hand, so that
Easy and safe rebar basket assembly work.
【００１８】主筋の配筋の効率化。 縦組立法では、主筋の全部が一度にセットが可能なた
め、主筋の保持効率がよい。また主筋の下部をガイドに
差し込むだけでいいため、ピッチの位置決めが容易であ
る。鉄筋籠に歪みを起こす建て起こし作業が省略でき
る。[0018] Efficiency of the arrangement of the main muscles. In the vertical assembling method, since all the main bars can be set at once, the holding efficiency of the main bars is good. In addition, since it is only necessary to insert the lower part of the main bar into the guide, the pitch can be easily positioned. Erecting work that causes distortion in the reinforced cage can be omitted.
【００１９】フープ筋の配筋の効率化。 主筋を先組するために、主筋の送り込み位置決め作業時
にフープ筋との干渉が少なく効率的である。フープ筋の
位置決めを、端部から決定する必要がなく、測定／墨出
しが不要で効率的である。フープ筋の種類により配筋手
順が制約を受けることなく、単純作業となり効率的であ
る。複数カ所の同時結束が可能で効率的である。Improve the efficiency of the arrangement of hoop muscles. Since the main rebar is pre-assembled, interference with the hoop rebar during the feed positioning operation of the main rebar is small and efficient. There is no need to determine the positioning of the hoop streak from the end, and no measurement / inking is required, which is efficient. The bar arrangement procedure is not restricted by the type of the hoop muscle, and the operation is simple and efficient. Simultaneous binding at multiple locations is possible and efficient.
【図１】本発明の鉄筋コンクリート柱の鉄筋籠の縦組方
法を示す概念図である。（ａ）は、その立面図であり、
（ｂ）は、平面図である。FIG. 1 is a conceptual diagram showing a method of vertically setting a reinforced basket of a reinforced concrete column according to the present invention. (A) is an elevation view thereof,
(B) is a plan view.
【図２】フープ筋位置決めガイド１０の詳細図面図であ
る。FIG. 2 is a detailed drawing of the hoop muscle positioning guide 10.
【図３】フープ筋位置決めストッパ１４の一例を示す図
である。FIG. 3 is a view showing an example of a hoop streak positioning stopper 14;
【図４】主筋の位置が決め易いように、テーパーの付い
た主筋位置決めガイドを備えた主筋自立保持台２０の詳
細図である。FIG. 4 is a detailed view of a main muscle self-supporting stand 20 provided with a tapered main muscle positioning guide so that the position of the main muscle can be easily determined.
Ａ……主筋、Ｂ……フープ筋 １……レール、２……車輪、３……ステージ、４……作
業床、５……鉄筋籠、６……フープ筋挿通開閉口、７…
…タラップ昇降口、８……ストッパ、９……連結部、１
０……フープ筋位置決めガイド、１１……ピン、１２…
…フープ筋を載上する窪み、１３……スライド用ジャッ
キ、１４……フープ筋位置決めストッパ、１５……ピ
ン、１６……棒材、１７……ピン、１８……吊金物、１
９……吊治具、２０……主筋自立保持台、２１……吊治
具受けA: main bar, B: hoop bar 1 ... rail, 2 ... wheel, 3 ... stage, 4 ... work floor, 5 ... rebar cage, 6 ... hoop bar insertion opening / closing opening, 7 ...
... Trap elevator, 8 ... Stopper, 9 ... Connecting part, 1
0 ... Hoop streak positioning guide, 11 ... Pin, 12 ...
... A depression for mounting a hoop streak, 13... A jack for sliding, 14... A stopper for positioning a hoop streak, 15... A pin, 16 a bar member, 17 a pin, 18.
9 ... hanging jig, 20 ... main bar self-supporting stand, 21 ... hanging jig receiver
───────────────────────────────────────────────────── フロントページの続き (72)発明者 清水 美木夫 東京都港区元赤坂１丁目２番７号 鹿島建 設株式会社内 Ｆターム(参考） 4E070 AA01 AB07 ────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Mikio Shimizu 1-7-2 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. F-term (reference) 4E070 AA01 AB07
Claims (1)
段と、一施工区分毎のフープ筋を堆積し得る構造を有す
る各階の作業床とからなる鉄筋籠を縦に包絡し得るステ
ージと、鉄筋籠を包絡する断面四角形の相対する側面に
セットされ、上下に移動して、フープ筋を支持／解放す
る手段を備えたフープ筋位置決めガイドと、前記四角形
のフープ筋位置決めガイドをセットしない側の一面にセ
ットした、四角形内部に向かって、伸縮自由なフープ筋
位置決めストッパと、前記断面四角形の底面に、主筋受
け位置決め手段を備えた、鉄筋籠縦組立装置を用いて、
前記ステージを連結し、一施工区分毎のフープ筋を、各
階の作業床に吊込み、前記フープ筋の位置決めガイドと
ストッパを所定の位置にセットし、前記位置決めガイド
に、フープ筋を１本ずつ載上し、前記位置決めストッパ
に当接するまで押し込み位置を決め、主筋を、周知の手
段で吊上げ、先に配置したフープ筋と干渉しないように
フープ筋に貫通し、下端を主筋受け位置決め手段で位置
を決め、荷重をステージに預け主筋とフープ筋を結束
し、再び周知の手段で上部を玉掛けし、前記フープ筋位
置決めガイドとストッパを解放し、組上がった鉄筋籠
を、周知の手段で吊上げて、ストックヤードに移送する
ことを、繰り返してなることを特徴とする鉄筋コンクリ
ート柱の鉄筋籠縦組立法。1. A stage capable of vertically enclosing a reinforcing basket composed of means divided into two and capable of being separated / connected to each other, and a work floor of each floor having a structure capable of depositing a hoop bar for each construction section. A hoop rebar positioning guide set on opposite sides of a rectangular cross section enclosing the rebar cage and moving up and down to support / release the hoop rebar, and a side on which the rectangular hoop rebar positioning guide is not set Set on one side, toward the inside of the quadrangle, using a hoop streak positioning stopper that is freely expandable and contractible, and on the bottom surface of the cross-section quadrangular, using a main bar receiving positioning means, using a rebar cage vertical assembly device,
The stages are connected, hoops for each construction section are hung on the working floor of each floor, and positioning guides and stoppers for the hoops are set at predetermined positions. After being put on, the pushing position is determined until it comes into contact with the positioning stopper, the main bar is lifted by known means, penetrated through the hoop bar so as not to interfere with the hoop bar disposed earlier, and the lower end is positioned by the main bar receiving positioning unit. Determine the load, leave the load on the stage, bind the main bar and the hoop bar, sling the upper part again by known means, release the hoop bar positioning guide and stopper, lift the assembled reinforcing bar cage by known means. A vertical assembly method of a reinforced concrete column of a reinforced concrete column, which is repeatedly transferred to a stock yard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001118088A JP3580265B2 (en) | 2001-04-17 | 2001-04-17 | Vertical assembly method for reinforced concrete columns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001118088A JP3580265B2 (en) | 2001-04-17 | 2001-04-17 | Vertical assembly method for reinforced concrete columns |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP07575099A Division JP3344354B2 (en) | 1999-03-19 | 1999-03-19 | Reinforced concrete column horizontal assembly method of reinforced concrete columns |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001349061A true JP2001349061A (en) | 2001-12-21 |
| JP3580265B2 JP3580265B2 (en) | 2004-10-20 |
Family
ID=18968532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001118088A Expired - Fee Related JP3580265B2 (en) | 2001-04-17 | 2001-04-17 | Vertical assembly method for reinforced concrete columns |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3580265B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100398228C (en) * | 2006-01-06 | 2008-07-02 | 东邦工程株式会社 | Machine for manufacturing structural part by reinforcing bar |
| CN107964944A (en) * | 2017-12-29 | 2018-04-27 | 上海三凯建设管理咨询有限公司 | A kind of filling pile cage of reinforcement component and its construction method |
| CN110106792A (en) * | 2019-06-11 | 2019-08-09 | 成都交投建筑工业化有限公司 | Steel reinforcement cage binding device and manufacture craft |
| CN115288129A (en) * | 2022-08-15 | 2022-11-04 | 南京南部路桥建设(集团)有限公司 | Combined tool for placing reinforcement cage and concrete pouring guide pipe |
-
2001
- 2001-04-17 JP JP2001118088A patent/JP3580265B2/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100398228C (en) * | 2006-01-06 | 2008-07-02 | 东邦工程株式会社 | Machine for manufacturing structural part by reinforcing bar |
| CN107964944A (en) * | 2017-12-29 | 2018-04-27 | 上海三凯建设管理咨询有限公司 | A kind of filling pile cage of reinforcement component and its construction method |
| CN107964944B (en) * | 2017-12-29 | 2023-06-02 | 上海三凯工程咨询有限公司 | Bored concrete pile reinforcement cage assembly and construction method thereof |
| CN110106792A (en) * | 2019-06-11 | 2019-08-09 | 成都交投建筑工业化有限公司 | Steel reinforcement cage binding device and manufacture craft |
| CN115288129A (en) * | 2022-08-15 | 2022-11-04 | 南京南部路桥建设(集团)有限公司 | Combined tool for placing reinforcement cage and concrete pouring guide pipe |
| CN115288129B (en) * | 2022-08-15 | 2024-04-02 | 南京南部路桥建设(集团)有限公司 | Combined tool for lowering reinforcement cage and concrete pouring guide pipe |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3580265B2 (en) | 2004-10-20 |
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