JPS6278359A - Method and apparatus for vertically casting concrete - Google Patents

Method and apparatus for vertically casting concrete

Info

Publication number
JPS6278359A
JPS6278359A JP21866985A JP21866985A JPS6278359A JP S6278359 A JPS6278359 A JP S6278359A JP 21866985 A JP21866985 A JP 21866985A JP 21866985 A JP21866985 A JP 21866985A JP S6278359 A JPS6278359 A JP S6278359A
Authority
JP
Japan
Prior art keywords
concrete
pouring
pipe
vertical
poured
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
JP21866985A
Other languages
Japanese (ja)
Inventor
実 澤田
中元 和雄
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP21866985A priority Critical patent/JPS6278359A/en
Publication of JPS6278359A publication Critical patent/JPS6278359A/en
Pending legal-status Critical Current

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は階高の高い建築物の独立柱や壁付き柱等にコン
クリートを垂直に打設するコンクリート垂直打設工法お
よび打設装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a vertical concrete pouring method and a pouring device for vertically pouring concrete onto independent pillars, walled pillars, etc. of tall buildings.

〔従来の技術〕[Conventional technology]

従来、建築物の独立柱や壁付き柱等のコンクリート打設
は、コンクリートの落下に伴う材料分離を防ぐため、ト
レミー管または幅広のサニーホースにホッパーを付けた
垂直打設管を使用している。
Conventionally, when placing concrete for independent pillars or wall-mounted columns in buildings, a tremie pipe or a vertical casting pipe with a hopper attached to a wide sunny hose is used to prevent material separation due to falling concrete. .

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

ところで前記独立柱や壁付き柱等のコンクリート打設は
前記打設管を鉄骨あるいは鉄筋の間隙から挿入しなけれ
ばならないため管径が4インチ程度の小径に制約され、
かつコンクリートは管内を自然落下されるため打設中に
管が詰まり、中途で管を屡々引き上げて詰まりを除かな
ければならないという不都合があった。
However, when pouring concrete for the independent columns and columns with walls, the pouring pipe must be inserted through gaps between steel frames or reinforcing bars, so the pipe diameter is limited to a small diameter of about 4 inches.
In addition, since the concrete naturally falls inside the pipe, the pipe becomes clogged during pouring, and the pipe must often be pulled up midway through to remove the blockage, which is an inconvenience.

本発明は上記従来の問題点を解消すべ(創案されたもの
であって、その目的とするところは、高階層の建築物の
垂直コンクリート打設において、比較的小径の垂直打設
管を用いても打設中に管の詰まりがなく、良好なコンク
リートの打設ができ、また各階の階高が異なる建築物に
も階高に応じて打設管の長さを調整できるコンクリート
垂直打設工法および打設装置を提供することにある。
The present invention has been devised to solve the above-mentioned conventional problems, and its purpose is to use a relatively small-diameter vertical pouring pipe in vertical concrete pouring for high-story buildings. This vertical concrete pouring method allows for good concrete pouring without clogging the pipe during pouring, and also allows the length of the pouring tube to be adjusted according to the floor height in buildings with different floor heights. and to provide pouring equipment.

〔問題点を解決するための手段〕[Means for solving problems]

前記目的を達成させるために本発明は、コンクリートを
垂直に供給する垂直打設管の側面の所定箇所にコンクリ
ート流出孔を設けたコンクリート垂直打設装置によりコ
ンクリートを垂直に打設するもので、また前記垂直打設
管はその長さを伸縮可能に多段接続式としたものである
In order to achieve the above-mentioned object, the present invention places concrete vertically using a concrete vertical pouring device that has a concrete outflow hole at a predetermined location on the side of a vertical pouring pipe that vertically supplies concrete, and The vertically installed pipe is of a multi-stage connection type so that its length can be expanded and contracted.

〔作 用〕[For production]

従って本発明では、垂直打設管の下端を打設する柱等の
下部に挿入し、管上端よりコンクリートを注入する。そ
こでコンクリートはまず管下端の開口部から流出して打
設部の下部から打設されていき、打設面が上昇してコン
クリートが管最下部のコンクリート流出孔の位置に至る
と当該流出孔からコンクリートが流出し、以下打設面の
上昇に伴って漸時上段の管側面の流出孔からコンクリー
トが流出して打設が進行する。かくしてコンクリートは
打設管に詰まることなく連続的に打設されていき、かつ
打設管は常にコンクリートで満たされているためコンク
リートは分離を起さない。
Therefore, in the present invention, the lower end of the vertical pouring pipe is inserted into the lower part of the pillar or the like to be poured, and concrete is poured from the upper end of the pipe. Therefore, the concrete first flows out from the opening at the bottom end of the pipe and is poured from the lower part of the pouring section, and when the pouring surface rises and the concrete reaches the position of the concrete outflow hole at the bottom of the pipe, it flows out from the outflow hole. Concrete flows out, and as the pouring surface rises, concrete gradually flows out from the outflow hole on the side of the upper pipe, and the pouring progresses. In this way, concrete is poured continuously without clogging the pouring pipe, and since the pouring pipe is always filled with concrete, the concrete does not separate.

また階高の異なる階層には多段の垂直打設管を用いてそ
の接続段数を増減して垂直打設管の長さをその階高に対
応させることができる。
Furthermore, by using multistage vertical casting pipes for floors with different floor heights, the length of the vertical casting pipe can be made to correspond to the floor height by increasing or decreasing the number of connected stages.

〔実施例〕〔Example〕

以下本発明を図示の実施例に基いて詳細に説明する。 The present invention will be explained in detail below based on illustrated embodiments.

図は下層階Aのコンクリート打設が終わって上層階Bの
柱のコンクリート打設を開始した状態を示しており、コ
ンクリート打設を行う柱1には型枠2が組立てられてい
る。本発明のコンクリート垂直打設装置4はコンクリー
トを垂直に供給する垂直打設管5の側面の所定箇所にコ
ンクリート流出孔6か“設けられ、垂直打設管5の下端
はコンクリートの流出面積を大きくするため斜めに切断
されている。垂直打設管5の上端には直接ホッパーを設
けてもよいが、好ましくは図示のごとくベンド管7を介
してコンクリート流送管8を接続し、コンクリートポン
プ車(図示省略)からコンクリートを圧送するようにす
る。
The figure shows a state in which concrete pouring for the lower floor A has been completed and concrete pouring for the columns for the upper floor B has started, and a formwork 2 is assembled on the column 1 where concrete is to be poured. The vertical concrete pouring device 4 of the present invention is provided with a concrete outflow hole 6 at a predetermined location on the side of a vertical pouring pipe 5 that vertically supplies concrete, and the lower end of the vertical pouring pipe 5 has a large concrete outflow area. Although a hopper may be provided directly at the upper end of the vertical pouring pipe 5, it is preferable to connect a concrete flow pipe 8 through a bend pipe 7 as shown in the figure, and connect it to a concrete pump truck. Concrete will be pumped from (not shown).

垂直打設管5の長さは建築物の階高とほぼ等しくされ、
そのコンクリート流出孔6は軸方向に長い長円形であっ
て、垂直打設管5の長さに応じて複数筒がほぼ等間隔に
配される。
The length of the vertical pouring pipe 5 is made approximately equal to the floor height of the building,
The concrete outflow hole 6 has an elliptical shape long in the axial direction, and a plurality of pipes are arranged at approximately equal intervals depending on the length of the vertical pouring pipe 5.

図示例の垂直打設管5は、単位長さの打設管5aの接続
数を増減することによって、階高の異なる建築物にも容
易に打設管5の長さを対応させ得るように多段接続式と
し、コンクリート流出孔6は各打設管5aに1箇ずつ設
けられている。
The illustrated example of vertical casting pipe 5 is designed so that the length of casting pipe 5 can be easily adapted to buildings with different floor heights by increasing or decreasing the number of connected casting pipes 5a of unit length. It is a multi-stage connection type, and one concrete outflow hole 6 is provided in each pouring pipe 5a.

上述の構成において、垂直打設管5は上層階Bのこれか
らコンクリートを打設する柱1の上部から鉄筋3の間隙
を柱1の下部まで挿入され、コンクリートポンプ車等か
らコンクリートを流送管8を通じて垂直打設管5に圧送
する。圧送されたコンクリートは垂直打設管5下端の斜
めの開口部5bから流出し、柱1の下部からコンクリー
トが打設されていく。打設面が上昇して管最下部のコン
クリート流出孔6の位置に至ると該流出孔6からコンク
リートが流出し、以下打設面の上昇に伴って漸時上段の
コンクリート流出孔6からコンクリートが流出し打設が
進行する。かくしてコンクリートは打設管に詰まること
なく該階層Bの柱1のコンクリート打設が行われる。
In the above configuration, the vertical pouring pipe 5 is inserted from the upper part of the column 1 on which concrete is to be poured on the upper floor B to the lower part of the column 1 through the gap between the reinforcing bars 3, and the concrete is poured from the concrete pump truck or the like into the pouring pipe 8. The liquid is pumped through the vertical pouring pipe 5. The pumped concrete flows out from the diagonal opening 5b at the lower end of the vertical pouring pipe 5, and concrete is poured from the lower part of the column 1. When the pouring surface rises and reaches the position of the concrete outflow hole 6 at the bottom of the pipe, concrete flows out from the outflow hole 6, and as the pouring surface rises, concrete gradually flows out from the concrete outflow hole 6 at the upper stage. It flows out and pouring progresses. In this way, the concrete is poured for the column 1 of the floor B without clogging the pouring pipe.

打設が終了したら垂直打設管5をコンクリートから引抜
き、場所を移動し、次の柱のコンクリート打設を行う。
When the pouring is completed, the vertical pouring pipe 5 is pulled out from the concrete, moved to another location, and the next column is poured with concrete.

〔発明の効果〕〔Effect of the invention〕

以上詳述したように本発明によれば、コンクリートを垂
直に供給する垂直打設管の側面の所定箇所にコンクリー
ト流出孔を設けたコンクリート垂直打設装置によりコン
クリートを垂直に打設するものであるため、比較的小径
の打設管を用いても垂直打設管にコンクリートが詰まる
ことがなくコンクリートは連続的に打設され、かつ打設
管は常にコンクリートで満たされているためコンクリー
トの分離も避けられる。
As detailed above, according to the present invention, concrete is placed vertically using a concrete vertical placing device that has concrete outflow holes at predetermined locations on the side of a vertical pouring pipe that supplies concrete vertically. Therefore, even if a relatively small-diameter pouring pipe is used, the vertical pouring pipe will not be clogged with concrete and concrete will be poured continuously, and since the pouring pipe is always filled with concrete, there will be no separation of concrete. can avoid.

また階高の異なる階層には多段接続式の垂直打設管を用
い、その接続段数を増減することによって容易に垂直打
設管の長さをその階高に対応させることができる等の諸
効果を有するものである。
In addition, by using multi-stage connected vertical pipes for floors with different floor heights, the length of the vertical pipe can be easily adjusted to match the floor height by increasing or decreasing the number of connected stages. It has the following.

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

図面は本発明に係る実施例装置によるコンクリート垂直
打設工法を示す図である。 4・・・コンクリート垂直打設装置、5・・・垂直打設
管、6・・・コンクリート流出孔。
The drawings are diagrams showing a vertical concrete pouring method using an embodiment of the present invention. 4... Concrete vertical pouring device, 5... Vertical pouring pipe, 6... Concrete outflow hole.

Claims (4)

【特許請求の範囲】[Claims] (1)コンクリートを垂直に流送して打設するコンクリ
ート垂直打設方法において、管側面の所定箇所にコンク
リート流出孔を設けた垂直打設管によりコンクリートを
打設することを特徴とするコンクリート垂直打設工法。
(1) Concrete vertical pouring method in which concrete is poured vertically and placed, characterized in that concrete is poured through a vertical pouring pipe with concrete outflow holes provided at predetermined locations on the side of the pipe. Pouring method.
(2)前記垂直打設管は長さを伸縮可能に多段接続式と
したことを特徴とする特許請求の範囲第1項記載のコン
クリート垂直打設工法。
(2) The vertical concrete pouring method according to claim 1, wherein the vertical pouring pipe is of a multi-stage connection type so that its length can be expanded and contracted.
(3)コンクリートを垂直に流送して打設するコンクリ
ート垂直打設装置において、コンクリートを垂直に供給
する垂直打設管の側面の所定箇所にコンクリート流出孔
を設けたことを特徴とするコンクリート垂直打設装置。
(3) A vertical concrete pouring device for pouring and pouring concrete vertically, characterized in that a concrete outflow hole is provided at a predetermined location on the side of a vertical pouring pipe that supplies concrete vertically. pouring equipment.
(4)前記垂直打設管は長さを伸縮可能に多段接続式と
したことを特徴とする特許請求の範囲第3項記載のコン
クリート垂直打設装置。
(4) The vertical concrete pouring device according to claim 3, wherein the vertical pouring pipe is of a multi-stage connection type so that its length can be expanded and contracted.
JP21866985A 1985-09-30 1985-09-30 Method and apparatus for vertically casting concrete Pending JPS6278359A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21866985A JPS6278359A (en) 1985-09-30 1985-09-30 Method and apparatus for vertically casting concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21866985A JPS6278359A (en) 1985-09-30 1985-09-30 Method and apparatus for vertically casting concrete

Publications (1)

Publication Number Publication Date
JPS6278359A true JPS6278359A (en) 1987-04-10

Family

ID=16723568

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21866985A Pending JPS6278359A (en) 1985-09-30 1985-09-30 Method and apparatus for vertically casting concrete

Country Status (1)

Country Link
JP (1) JPS6278359A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02132273A (en) * 1988-11-12 1990-05-21 Mitsui Constr Co Ltd Execution method and extrabanking concrete mold for pillar of steel pipe charged concrete structure
JPH05272240A (en) * 1992-03-25 1993-10-19 Fujita Corp Concrete placing method for packed steel tube concrete column
JPH06167110A (en) * 1992-11-30 1994-06-14 Ohbayashi Corp Placing method of highly fluid concrete
JPH07133666A (en) * 1993-11-09 1995-05-23 Ando Kensetsu Kk Bored concrete placing pipe
JP2013213348A (en) * 2012-04-02 2013-10-17 Taisei Corp Concrete placement method
JP2021014710A (en) * 2019-07-11 2021-02-12 鹿島建設株式会社 Concrete filling jig and concrete filling method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02132273A (en) * 1988-11-12 1990-05-21 Mitsui Constr Co Ltd Execution method and extrabanking concrete mold for pillar of steel pipe charged concrete structure
JPH05272240A (en) * 1992-03-25 1993-10-19 Fujita Corp Concrete placing method for packed steel tube concrete column
JPH06167110A (en) * 1992-11-30 1994-06-14 Ohbayashi Corp Placing method of highly fluid concrete
JPH07133666A (en) * 1993-11-09 1995-05-23 Ando Kensetsu Kk Bored concrete placing pipe
JP2013213348A (en) * 2012-04-02 2013-10-17 Taisei Corp Concrete placement method
JP2021014710A (en) * 2019-07-11 2021-02-12 鹿島建設株式会社 Concrete filling jig and concrete filling method

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