JPH04222773A - Placing device of steel pipe concrete column and placing method thereof - Google Patents

Placing device of steel pipe concrete column and placing method thereof

Info

Publication number
JPH04222773A
JPH04222773A JP41440490A JP41440490A JPH04222773A JP H04222773 A JPH04222773 A JP H04222773A JP 41440490 A JP41440490 A JP 41440490A JP 41440490 A JP41440490 A JP 41440490A JP H04222773 A JPH04222773 A JP H04222773A
Authority
JP
Japan
Prior art keywords
concrete
steel pipe
tremie
pipe
opening
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.)
Pending
Application number
JP41440490A
Other languages
Japanese (ja)
Inventor
Toshio Fujiwara
敏夫 藤原
Kiyoshi Tanaka
清 田中
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP41440490A priority Critical patent/JPH04222773A/en
Publication of JPH04222773A publication Critical patent/JPH04222773A/en
Pending legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE:To facilitate moving operation of a bucket and, at the same time, to make it difficult to have the influence of wind to promote execution efficiency by raisin the concrete bucket up to the upper position of a steel pipe to make it possible to place concrete without moving if from the position in the case a steel pipe concrete column is constructed. CONSTITUTION:A placing device of a steel pipe concrete column is so constituted that openings 3 are provided to a tremie pipe 4 inserted into a steel pipe at a proper interval lengthwise thereof, opening and shutting covers 5 capable of opening only inward of the tremie pipe 4 are provided to the openings 3, and a vibrator 9 is provided to the peripheral surface of the lower part of the tremie pipe 4. The placing device is prepared, the front ends of concrete supplying flexible hoses 6 are inserted into the openings 3 of the tremie pipe 4, concrete is poured to the inside thereof from the openings 3 of the tremie pipe, and the concrete is orderly placed from the lower part of the steel pipe while raising the tremie pipe orderly.

Description

【発明の詳細な説明】 【0001】 【産業上の利用分野】本発明は、鋼管コンクリ−ト柱の
コンクリ−ト打設の省力化を図り、施工性を良くした打
設装置と打設方法とに関する。 【0002】 【従来の技術】従来、鋼管コンクリ−ト柱を施工する場
合、図3に示すように2〜3層程度を一節とする鋼管柱
21を所定の位置に設置し、鋼管部を溶接した後、鋼管
柱21と梁22とを接続し、さらにスラブ配筋等の作業
をして、鋼管柱21内にコンクリ−トを打設している。 【0003】このコンクリ−ト打設をする場合は、図4
に示すようにフレキシブルチュ−ブ23を介してトレミ
−管24が連通されているバケット25を使用し、それ
を地上に置いて生コン車からバケット25にコンクリ−
トを流し込む。そしてこのバケット25をクレ−ンフッ
ク26にて上昇させてから下降させることによりトレミ
−管24の下端を鋼管柱11内に挿入し、鋼管柱21内
の下部より50〜100cm程度の間隔で順次トレミ−
管24を上昇させつつコンクリ−ト打設を行っていた。 【0004】                   
                         
           【発明が解決しようとする課題】従来の鋼管コンクリ−
ト柱の施工方法では、バケットとトレミ−管とを一体に
長く(例えば20〜25m)連結してあるため、コンク
リ−トの荷卸しのために大きなスペ−スを要した。また
トレミ−管を鋼管内に挿入する場合は、バケットをクレ
−ンにより相当高くまで上昇させなければならず、クレ
−ン操作が困難であった。さらに鋼管内にトレミ−管を
挿入する場合、鋼管内にはダイヤフラム等の突起がある
ので、トレミ−管の挿入に手間どり、相当の時間を要す
るものであった。 【0005】また鋼管内へのコンクリ−トの打設に際し
ては、トレミ−管下端を徐々に上昇させる必要があるた
めにバケットを徐々に上昇させることになり、バケット
内のコンクリ−トをトレミ−管へ供給するための開閉弁
の操作が困難になる。このようにバケット等を高く上昇
させる必要があるために風の影響でバケット等が揺れて
作業しにくく、コンクリ−ト打設に多くの時間を要した
りして施工性が悪いものであった。 【0006】そこで本発明は、バケットを鋼管の上部位
置にまで上昇させ、その位置から移動させなくてもコン
クリ−ト打設をできるようにして、バケットの移動操作
を容易にするとともに、風による悪影響を受けにくくし
て施工性を良くすることを目的とする。 【0007】 【課題を解決するための手段】本発明は、上記目的を達
成できるようにした鋼管コンクリ−ト柱の打設装置と打
設方法とである。 【0008】打設装置の発明は、鋼管内に挿入されるト
レミ−管に、その長手方向に適宜間隔で開口を設け、そ
れら各開口にトレミ−管内方への開放のみを可能とする
開閉蓋を設け、トレミ−管の下部外周にバイブレ−タを
取付けたものである。 【0009】打設方法の発明は、上記打設装置を使用し
、コンクリ−ト柱を打設するために固定した鋼管内にト
レミ−管を挿入させる。そしてコンクリ−ト供給用フレ
キシブルホ−スをトレミ−管の開口内に挿入して、トレ
ミ−管内にコンクリ−トを流入させ、さらにトレミ−管
の下端から鋼管の下方に流出させる。さらにトレミ−管
を所定間隔ごとに引き上げて、トレミ−管の上方の開口
から順次下方の開口にフレキシブルホ−スの挿入を変更
しながら、コンクリ−トをトレミ−管内へ流入させるこ
とにより、次々にコンクリ−ト打設するようにした。 【0010】 【作用】上記の鋼管コンクリ−ト柱の打設装置と打設方
法では、フレキシブルホ−スを連結したコンクリ−トバ
ケットを、所定位置に固定した鋼管の上部位置にクレ−
ンで吊り上げるだけで移動させることなく、フレキシブ
ルホ−スを介してトレミ−管内にコンクリ−トを流入さ
せてコンクリ−トを打設することができる。またトレミ
−管はそれ単独の状態でクレ−ンにより吊り上げて鋼管
内へ挿入させ、鋼管内へのコンクリ−ト打設に伴ない、
徐々にトレミ−管を上昇させるが、トレミ−管はバケッ
トに比較して外形が小さいため風の影響を受けにくく、
作業性が良い。 【0011】 【実施例】本発明の一実施例を図1と図2により説明す
る。 【0012】鋼管コンクリ−ト柱を施工する場合、2〜
3層分の長さの柱状鋼管1 を所定位置に固定し、さら
に梁2 に接続するとともにスラブ筋の作業の後に、鋼
管1 内にコンクリ−トを打設する。このコンクリ−ト
打設には、複数個の開口3 を有する長いトレミ−管4
 で構成した打設装置を使用する。 【0013】トレミ−4 は所定位置に固定された鋼管
1 内に挿入されて、鋼管内にコンクリ−トを送り込め
るようになっている。トレミ−管4 の長手方向に適宜
間隔で複数個の開口3 が設けられ、各開口3 の内側
にそれぞれ、開閉蓋5 の上端が軸着されており、開閉
蓋5 はコンクリ−ト供給用のフレキシブルホ−ス6 
が外からのみ挿入可能に開放できるようになっている。 またトレミ−管4 の下部外周壁に棒状バイブレ−タ9
 が取付けられ、そのケ−ブルはトレミ−管4 の周壁
に沿って上方に向かうように取付けられ、トレミ−管4
 を振動させてコンクリ−トを下方へ流れ易くできるよ
うになっている。 【0014】上記の打設装置を使用して鋼管コンクリ−
ト柱を打設をする場合、初めに鋼管1 を所定位置に固
定する。そしてトレミ−管4 をクレ−ンフック7aに
より吊り上げて鋼管1 内に挿入する。次に地上でフレ
キシブルホ−ス6 を連結したバケット8 に生コン車
からコンクリ−トを流入させ、クレ−ンフック7bによ
りバケット8 を吊り上げて鋼管1 の上部位置に保持
させ、フレキシブルホ−ス6 の先端を鋼管1 より上
に位置するトレミ−管の開口3 内に挿入する。そして
バケット8 の開閉弁操作によりコンクリ−トをトレミ
−管4 内に流入し、鋼管1の下部にコンクリ−トを打
設する。なお、バケット8 を吊上げることなく、コン
クリ−トポンプによりトレミ−管の開口3 内にコンク
リ−トを送ることが可能である。 【0015】所定高さのコンクリ−ト打設が終了すると
、トレミ−管4 をクレ−ンフック7aで吊り上げて、
前の開口3 より1つ下の開口3へフレキシブルホ−ス
6 の挿入を変更して、前記と同様にコンクリ−ト打設
をする。このようにしてトレミ−管4を順次吊り上げて
コンクリ−ト打設することにより、鋼管コンクリ−ト柱
の打設が終了すると、トレミ−管4 を鋼管1から抜き
出し、バケット8 を降ろして作業を完了する。 【0016】 【発明の効果】本発明の鋼管コンクリ−ト柱の打設装置
あるいは打設方法によれば、バケットとトレミ−管とは
別体であるのでバケットの移動操作が容易であってコン
クリ−ト荷卸し用のスペ−スが少なくてよく、トレミ−
管を鋼管内に挿入する作業も時間を要すことなく簡単に
行なえる。またバケットは、ホッパ−の上部位置に保持
するままで移動しなくてよいので、コンクリ−トバケッ
トの開閉弁操作が容易であり、しかも作業中に風の影響
を受けにくく、コンクリ−ト打設が容易であって施工性
が良い。
Detailed Description of the Invention [0001] [Industrial Application Field] The present invention provides a pouring device and a pouring method that save labor in concrete pouring of steel pipe concrete columns and improve workability. Regarding. [0002] Conventionally, when constructing a steel pipe concrete column, as shown in Fig. 3, a steel pipe column 21 having about 2 to 3 layers as a section is installed at a predetermined position, and the steel pipe sections are welded. After that, the steel pipe column 21 and the beam 22 are connected, and further work such as slab reinforcement is performed, and concrete is placed inside the steel pipe column 21. [0003] When pouring this concrete, Fig. 4
As shown in the figure, a bucket 25 to which a tremie pipe 24 is connected via a flexible tube 23 is used, and the bucket 25 is placed on the ground and concrete is transferred from a ready-mixed concrete truck to the bucket 25.
Pour the water. By raising and lowering this bucket 25 using the crane hook 26, the lower end of the tremie tube 24 is inserted into the steel pipe column 11, and the tremie tube 24 is successively removed from the lower part of the steel tube column 21 at intervals of about 50 to 100 cm. −
Concrete was being poured while the pipe 24 was being raised. 0004

[Problem to be solved by the invention] Conventional steel pipe concrete
In the construction method of the column, the bucket and the tremie pipe are connected together for a long time (for example, 20 to 25 m), so a large space is required for unloading the concrete. Furthermore, when inserting a tremie pipe into a steel pipe, the bucket must be lifted to a considerable height by a crane, making crane operation difficult. Further, when inserting a tremie tube into a steel pipe, since there are protrusions such as a diaphragm inside the steel pipe, it is troublesome and takes a considerable amount of time to insert the tremie tube. Furthermore, when pouring concrete into a steel pipe, it is necessary to gradually raise the lower end of the tremie pipe, so the bucket must be gradually raised, and the concrete in the bucket is raised gradually. It becomes difficult to operate the on-off valve for supplying the pipe. Because the buckets and the like had to be raised high, they swayed under the influence of the wind, making it difficult to work, and it took a long time to pour concrete, resulting in poor workability. . [0006] Therefore, the present invention allows concrete to be poured without having to raise the bucket to the upper position of the steel pipe and move it from that position, making it easier to move the bucket, and preventing damage caused by wind. The purpose is to make it less susceptible to negative effects and improve workability. [0007] The present invention provides a steel pipe concrete column casting apparatus and a casting method that achieve the above objects. [0008] The invention of the casting device is such that openings are provided at appropriate intervals in the longitudinal direction of a tremie pipe inserted into a steel pipe, and each opening is provided with an opening/closing lid that allows opening only inward of the tremie pipe. A vibrator is attached to the outer periphery of the lower part of the tremie tube. The invention of the pouring method uses the above-mentioned pouring device to insert a tremie pipe into a fixed steel pipe for pouring a concrete column. Then, a flexible hose for supplying concrete is inserted into the opening of the tremie pipe to cause concrete to flow into the tremie pipe and further flow out from the lower end of the tremie pipe to the lower part of the steel pipe. Furthermore, the tremie tube is pulled up at predetermined intervals, and the flexible hose is sequentially inserted from the upper opening of the tremie tube to the lower opening, and the concrete is allowed to flow into the tremie tube one after another. concrete was poured. [Operation] In the above-mentioned steel pipe concrete column casting apparatus and method, a concrete bucket connected to a flexible hose is placed in a crate at the upper position of a steel pipe fixed at a predetermined position.
Concrete can be poured into the tremie pipe through a flexible hose and poured without having to be moved by simply lifting it up with a pipe. In addition, the tremie pipe is lifted by a crane and inserted into the steel pipe, and as concrete is poured into the steel pipe,
The tremie tube is gradually raised, but since the tremie tube has a smaller external shape than the bucket, it is less affected by wind.
Good workability. [Embodiment] An embodiment of the present invention will be explained with reference to FIGS. 1 and 2. [0012] When constructing steel pipe concrete columns, 2-
A columnar steel pipe 1 with a length equivalent to three layers is fixed in a predetermined position, further connected to a beam 2, and after slab reinforcing work, concrete is poured into the steel pipe 1. For this concrete pouring, a long tremie pipe 4 having a plurality of openings 3 is used.
Use a pouring device consisting of: The tremie 4 is inserted into the steel pipe 1 fixed at a predetermined position so that concrete can be fed into the steel pipe. A plurality of openings 3 are provided at appropriate intervals in the longitudinal direction of the tremie pipe 4, and the upper end of an opening/closing lid 5 is pivoted inside each opening 3, and the opening/closing lid 5 is used for supplying concrete. flexible hose 6
can be opened so that it can be inserted only from the outside. In addition, a rod-shaped vibrator 9 is attached to the lower outer peripheral wall of the tremie tube 4.
is attached to the tremie tube 4, and its cable is attached upward along the peripheral wall of the tremie tube 4.
It is designed to vibrate the concrete to make it easier to flow downward. [0014] Using the above-mentioned pouring equipment, steel pipe concrete is
When pouring a column, first fix the steel pipe 1 in a predetermined position. Then, the tremie tube 4 is lifted up by the crane hook 7a and inserted into the steel tube 1. Next, concrete is poured from the ready-mixed concrete truck into the bucket 8 connected to the flexible hose 6 on the ground, and the bucket 8 is lifted by the crane hook 7b and held at the upper position of the steel pipe 1. The tip is inserted into the opening 3 of the tremie tube located above the steel pipe 1. Concrete flows into the tremie pipe 4 by operating the on-off valve of the bucket 8, and concrete is poured into the lower part of the steel pipe 1. Note that it is possible to send concrete into the opening 3 of the tremie pipe using a concrete pump without lifting the bucket 8. When concrete has been poured to a predetermined height, the tremie pipe 4 is lifted up by the crane hook 7a, and
The flexible hose 6 is inserted into the opening 3 one space below the previous opening 3, and concrete is poured in the same manner as described above. In this way, by lifting the tremie pipes 4 one after another and pouring concrete, when the steel pipe concrete column has been poured, the tremie pipe 4 is pulled out from the steel pipe 1, the bucket 8 is lowered, and the work is continued. Complete. [0016] According to the steel pipe concrete column casting device or the casting method of the present invention, since the bucket and the tremie pipe are separate bodies, the bucket can be easily moved and concrete can be easily moved. - Requires less space for unloading,
The work of inserting the pipe into the steel pipe can be easily done without requiring much time. In addition, since the bucket does not have to be moved while being held in the upper position of the hopper, it is easy to operate the opening/closing valve of the concrete bucket, and it is less affected by wind during work, making it easier to pour concrete. It is easy and has good construction properties.

【図面の簡単な説明】[Brief explanation of the drawing]

【図1】本発明の打設装置の要部断面図である。FIG. 1 is a sectional view of a main part of a pouring device of the present invention.

【図2】打設装置を使用して鋼管コンクリ−ト柱を施工
する方法を示す説明図である。
FIG. 2 is an explanatory diagram showing a method of constructing a steel pipe concrete column using a pouring device.

【図3】従来の鋼管コンクリ−ト柱の施工方法を示す説
明図である。
FIG. 3 is an explanatory diagram showing a conventional method of constructing a steel pipe concrete column.

【図4】従来の打設方法でバケットにコンクリ−トを流
入させる状態の説明図である。
FIG. 4 is an explanatory diagram of a state in which concrete is poured into a bucket using a conventional pouring method.

【符号の説明】[Explanation of symbols]

1  鋼管 3  開口 4  トレミ−管 5  開閉蓋 6  フレキシブルホ−ス 9  バイブレ−タ 1 Steel pipe 3 Opening 4. Tremy tube 5 Opening/closing lid 6 Flexible hose 9. Vibrator

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】  鋼管内へコンクリ−トを送り込む鋼管
コンクリ−ト柱の打設装置であって、鋼管内へ挿入する
トレミ−管にはその長手方向に適宜間隔で複数の開口を
設け、各開口にはトレミ−管内方へのみ開放できる開閉
蓋を設け、トレミ−管の下部外周壁にバイブレ−タを取
付けるとともに、それから上方へ延びるケ−ブルをトレ
ミ−管に沿って取付けたことを特徴とする鋼管コンクリ
−ト柱の打設装置。
Claim 1: A steel pipe concrete column casting device for feeding concrete into a steel pipe, in which a tremie pipe inserted into the steel pipe is provided with a plurality of openings at appropriate intervals in its longitudinal direction, and each The opening is equipped with an opening/closing lid that can only be opened to the inside of the tremie tube, a vibrator is attached to the outer peripheral wall of the lower part of the tremie tube, and a cable extending upward from the vibrator is attached along the tremie tube. Casting equipment for steel pipe concrete columns.
【請求項2】  長手方向に適宜間隔で開口を有しそれ
ら各開口に内方へのみ開放可能な開閉蓋を有するトレミ
−管を用意し、コンクリ−ト柱を打設するために固定し
た鋼管内に上方からトレミ−管を挿入し、コンクリ−ト
供給用のフレキシブルホ−スの先端をトレミ−管の開口
に挿入してトレミ−管内へコンクリ−トを流入させると
ともに鋼管下部へ流出させ、トレミ−管を所定間隔ごと
に引上げてトレミ−管の上方の開口から順次下方の開口
へ変更してフレキシブルホ−スを挿入させてコンクリ−
トを打設することを特徴とする鋼管コンクリ−ト柱の打
設方法。
[Claim 2] A steel pipe prepared by preparing a tremie pipe having openings at appropriate intervals in the longitudinal direction and each opening having an opening/closing lid that can be opened only inward, and fixed for pouring a concrete column. A tremie pipe is inserted into the tremie pipe from above, and the tip of a flexible hose for supplying concrete is inserted into the opening of the tremie pipe to cause concrete to flow into the tremie pipe and flow out to the bottom of the steel pipe. Pull up the tremie pipe at predetermined intervals, change the opening from the upper part of the tremie pipe to the lower opening, insert the flexible hose, and remove the concrete.
A method for placing a steel pipe concrete column, characterized by placing a concrete column.
JP41440490A 1990-12-26 1990-12-26 Placing device of steel pipe concrete column and placing method thereof Pending JPH04222773A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP41440490A JPH04222773A (en) 1990-12-26 1990-12-26 Placing device of steel pipe concrete column and placing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP41440490A JPH04222773A (en) 1990-12-26 1990-12-26 Placing device of steel pipe concrete column and placing method thereof

Publications (1)

Publication Number Publication Date
JPH04222773A true JPH04222773A (en) 1992-08-12

Family

ID=18522891

Family Applications (1)

Application Number Title Priority Date Filing Date
JP41440490A Pending JPH04222773A (en) 1990-12-26 1990-12-26 Placing device of steel pipe concrete column and placing method thereof

Country Status (1)

Country Link
JP (1) JPH04222773A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003003567A (en) * 2001-06-20 2003-01-08 Nkk Corp Work execution method for steel pipe column filled with concrete
CN110130646A (en) * 2019-05-21 2019-08-16 杭州悦为科技有限公司 The Constructional Col-umn Construction method of device is poured based on tool-type intelligence compressional structure column

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003003567A (en) * 2001-06-20 2003-01-08 Nkk Corp Work execution method for steel pipe column filled with concrete
CN110130646A (en) * 2019-05-21 2019-08-16 杭州悦为科技有限公司 The Constructional Col-umn Construction method of device is poured based on tool-type intelligence compressional structure column

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