JPS60102466A - Arranged pipe apparatus for casting concrete - Google Patents

Arranged pipe apparatus for casting concrete

Info

Publication number
JPS60102466A
JPS60102466A JP20834783A JP20834783A JPS60102466A JP S60102466 A JPS60102466 A JP S60102466A JP 20834783 A JP20834783 A JP 20834783A JP 20834783 A JP20834783 A JP 20834783A JP S60102466 A JPS60102466 A JP S60102466A
Authority
JP
Japan
Prior art keywords
concrete
pipe
piping
twisting
piping device
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
JP20834783A
Other languages
Japanese (ja)
Inventor
千弘 新開
茂幸 十河
律彦 三浦
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.)
Obayashi Gumi Ltd
Original Assignee
Obayashi Gumi 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 Obayashi Gumi Ltd filed Critical Obayashi Gumi Ltd
Priority to JP20834783A priority Critical patent/JPS60102466A/en
Publication of JPS60102466A publication Critical patent/JPS60102466A/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】 この発明は、」一方から供給されるコンクリ−1へを下
方に導く円筒管を主体とするコンクリート打設用配管長
ごjに関す“る。周知のように、高い位置から下向きに
コンクリ−1〜をJJ iiM−Jる場合、上下方向に
配管を設け、この配管を通して上りから下方へコンクリ
−1へを導くことが一般に行なわれ文いる。ここで上下
配管による落差が大きいと、コンクリ−1〜は重力にに
り相当大さな速度で管内を落下するようになる。コンク
リ−1〜の落下速1身が余り人きくなると、=1ンクリ
ー1への構成月別(レタン1〜.細骨祠、粗骨祠)が分
離してしまい、良好なコンクリ−1−硬化体が形成され
なくなる。従って、何らかの手段により上下配管内のコ
ンクリ−1−の落下速度を抑制する必要がある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a length of concrete pouring pipe mainly consisting of a cylindrical pipe that guides concrete 1 supplied from one side downward. When constructing concrete 1 to JJ iiM-J downward from the position, it is generally done to install pipes in the vertical direction and guide the concrete 1 from the top to the bottom through this pipe. If is large, concrete 1 ~ will fall through the pipe at a considerably high speed due to gravity.If the falling speed of concrete 1 ~ becomes too fast, = 1 composition of concrete 1 by month (Rethane 1~.Fine bones, coarse bones) will separate, and a good concrete 1-hardened body will not be formed.Therefore, the falling speed of concrete 1- in the upper and lower piping can be suppressed by some means. There is a need to.

従来、上下配管の下端部にU字形に曲かった配管を連結
し、そのU字形配管を起立さけ、この部分の管路抵抗・
コンクリ−1〜の流動抵抗を大きくし、コンクリ−1へ
の排出速度を遅くりることで上下配管中の落下速IQを
抑制することが行なわれている。しかしこの手段では、
下部でのU字形配信゛の設置が非常に面倒であるととも
に、このU字形配管の高さを上下配管の落差やコンクリ
−1〜の粘瓜等に応じて適切に調整しなtプればイアら
ず、非常に面倒な施工になってしまう。またこの手段を
講じてし、上下配管内にコンクリ−1へか充填されてい
ない状態で最初に流し込まれたコンクリ−1へは、上下
配管内を勢い良く落下しその下端で拐わ1分離を起こし
、分離した骨材がU字形配管部分に詰まり、配管が閉塞
してしまうこともあった。
Conventionally, a U-shaped pipe was connected to the lower end of the upper and lower pipes, and the U-shaped pipe was prevented from standing up.
The falling speed IQ in the upper and lower pipes is suppressed by increasing the flow resistance of the concrete 1 and decreasing the discharge speed to the concrete 1. However, with this method,
Installation of the U-shaped distribution pipe at the bottom is very troublesome, and the height of this U-shaped pipe must be adjusted appropriately according to the head difference between the upper and lower pipes, the viscosity of the concrete, etc. This resulted in extremely troublesome construction. In addition, by taking this measure, the concrete 1 that was first poured into the upper and lower pipes without being filled with concrete 1 fell down the upper and lower pipes with great force and was scraped at the lower end, and the concrete 1 was poured into the upper and lower pipes without being filled. In some cases, the separated aggregates clogged the U-shaped piping, causing the piping to become blocked.

この発明は前述した従来の問題1j、!に鑑みなされた
ものであり、その目的は、上下配管内の=]コンリー1
−の落−ト速度を効果的に抑制し、かつそれに加えて、
コンクリ−1への落下エネルギーを利用してコンクリー
トの練り直し効果が19られるようにした簡111な1
74造のコンクリ−1〜打設用配管鼓置を提供すること
にある。
This invention solves the above-mentioned conventional problem 1j! This was done in consideration of the above, and its purpose was to
- effectively suppresses the falling speed of -, and in addition,
A simple 1 that uses the energy of falling onto concrete to increase the effect of remixing concrete.
Our objective is to provide a pipe drum stand for concrete 1 to 74 construction.

上記の目的を達成リ−るために、この発明は、上下方向
に配設される円筒管内に、この円間色・の内径とほぼ等
しい幅の帯状板をその上下両縁がはば90°をなずよう
に捩じって形成した捩じり混練板を取(qりたことを特
徴とりる。
In order to achieve the above object, the present invention provides a strip plate having a width approximately equal to the inner diameter of the inner diameter of the cylindrical tube disposed in the vertical direction. It is characterized by a twisted kneading plate formed by twisting it into a shape.

以下、この発明の実施例を図面に基づいC11T:Al
11に説明する。
Examples of the present invention will be described below based on the drawings.
This will be explained in 11.

第1図および第2図tまこの発明による]ンクリ−1へ
打設用配管装置の一実施例の構造を示している。この配
管装置は円筒管10を主1ホに(14成される。この円
筒管10は前述した」ブト配管の一部をなすもので、上
下配管の適宜位置に直列に挿入・結合される。
FIGS. 1 and 2 show the structure of an embodiment of a piping device for pouring into concrete 1 according to the present invention. This piping device is mainly composed of a cylindrical pipe 10 (14). This cylindrical pipe 10 forms a part of the above-mentioned butt piping, and is inserted and connected in series at appropriate positions in the upper and lower piping.

この発明の配管装置では、上記円筒管10内に2個の捩
しりン昆練板20ど30が取付けられCいる。捩じり混
練板20は、円筒管10の内径とほぼ等しい幅の帯状の
鋼板を捩じって形成したしので、その捩じり角度は約9
0°になっている。つまり、捩じり混練板20の上端縁
22と′F端縁24がほぼ90°をなしている。この1
b;じり混練板20は円iff 筐10の内部のほぼ中
央に挿入され、その捩じられl〔両側縁が円筒管10の
内面に接り−る状態で溶接あるいはリベット等で固定、
きれている、1 もう1つの捩じり混練板30も上記捩じり混練板20と
全く同じに形成されてCl−3す、円筒管10の内径と
ばぼ等しい幅の帯状鋼板をその上下両縁32と3’lが
はぽ906なづ゛ように捩じられている。この捩じり混
練板30は、円筒管10の内部にa3い゛C1上記捩じ
りi!2練板20の下部に挿入され、溶接あるいはりベ
ラl−′r″固定されている。2つのJl>iじり混練
板20と30の相対位置は、図に示すように、捩じり混
練板20の下端縁2I41と捩じり1IlPli板30
の上端縁32どが直交り−るJ:うになっている。
In the piping device of the present invention, two twist plates 20 and 30 are attached to the cylindrical pipe 10. The twisting kneading plate 20 is formed by twisting a strip-shaped steel plate with a width approximately equal to the inner diameter of the cylindrical tube 10, so the twisting angle is approximately 9.
It is at 0°. In other words, the upper edge 22 and the 'F edge 24 of the torsional kneading plate 20 form approximately 90 degrees. This one
b; The twisting kneading plate 20 is inserted approximately in the center of the inside of the circular case 10, and is twisted (fixed by welding or rivets, etc. with both side edges in contact with the inner surface of the cylindrical tube 10).
1. Another twisting kneading plate 30 is formed exactly the same as the above twisting kneading plate 20, and is made of Cl-3. Strip-shaped steel plates with a width approximately equal to the inner diameter of the cylindrical tube 10 are placed above and below it. Both edges 32 and 3'l are twisted to look like 906. This torsion kneading plate 30 has the above-mentioned torsion i! inside the cylindrical tube 10. The two kneading plates 20 and 30 are inserted into the lower part of the kneading plate 20 and fixed by welding or by a grinder l-'r''. The lower edge 2I41 of the kneading plate 20 and the twisted 1IlPli plate 30
The upper edges 32 of the two are perpendicular to each other.

上記のように、r’J i:j管10内に捩じりdコ練
板20.30が取(=i 1.jられ、これが内部を流
動り゛るコンクリ−1−の障壁となり、コンクリ−1〜
の落下速度を抑制覆るとともに、コンクリ−1〜に回転
運動を与える。従って、単に管内の流動抵抗が増づ゛と
いうだ(]でなく、ここを通過づるとさにコンクリート
が練り直されることになり、]]ンクリー1〜+Aの分
離は殆ど生じなくなる。この細り直しの効果は、上記実
施例のJ:うに2個の捩じり混練板20と30を1父さ
せて設りることにJこりより顕著になる。
As mentioned above, a twisted d-column plate 20.30 is installed inside the r'J i:j pipe 10, and this serves as a barrier for the concrete 1- flowing inside. Concrete 1~
While suppressing the falling speed of the concrete, it gives rotational motion to the concrete. Therefore, it is not just that the flow resistance inside the pipe increases (), but that the concrete is remixed as it passes through this pipe, and separation of concrete 1 to +A will hardly occur. The effect of J in the above embodiment becomes more pronounced than that of J because the two twisting kneading plates 20 and 30 of the sea urchin are arranged in a row.

第3図は前)ホしたこの考案のコンクリ−1〜打設用配
管装置を用いた施−11状Eぷの説明図である。第3図
にJlいて、1は上記のように構成されたこの発明のコ
ンクリ−1〜4’J設用配管装置を示しており、この例
では2本の配管装置1を通常の円筒管4゜4.4の途中
に挿入し、全体どして上下配管を構成している。この上
下配管の下端に打設用フレキシブルホース5が接続され
ており、また上端にはフレキシブルホース6を介してコ
ンクリ−1〜ポンプ7が結合されている。
FIG. 3 is an explanatory diagram of the concrete 1 to 11 type E using the concrete piping device of this invention. In Fig. 3, reference numeral 1 designates a piping device for installing concrete pipes 1 to 4'J of the present invention constructed as described above. It is inserted in the middle of ゜4.4, and together constitutes the upper and lower piping. A flexible hose 5 for pouring is connected to the lower end of this upper and lower piping, and concrete 1 to a pump 7 are connected to the upper end via a flexible hose 6.

コンクリ−1ヘボンブ7から送り出された」ンクリート
はフレキシブルホース6を通って」−下配管の上方に供
給され、ここを落下りることになる。
The concrete sent out from the concrete bomb 7 passes through the flexible hose 6 and is supplied to the upper part of the lower pipe, where it falls.

そのとき2mに挿入されたこの発明の配管装置1゜1に
より、コンクリ−1〜の落下速度が抑制されるとともに
、コンクリ−1〜の落下エネルギーが再混練エネルギー
に変換され、コンクリ−1−構成イΔ料が混練されなが
ら、殆ど分離を生しることなく落下する。そしてフレキ
シブルホース5から排出されて打設される。
At that time, the piping device 1゜1 of the present invention inserted into the 2m pipe suppresses the falling speed of the concrete 1~, and converts the falling energy of the concrete 1~ into re-kneading energy, so that the concrete 1~ configuration b) While the Δ material is being kneaded, it falls down with almost no separation. Then, it is discharged from the flexible hose 5 and installed.

なお、−上記の実施例では、1木の円fi2管10に2
個の捩じり混練4k 20と30を設()Cいるが、こ
の発明はこれに限定されず、捩じり混練板を1個にし−
Cbよいし、さらに多数としてもよい。捩じり混練板を
複数個にし、前記実施例のように互いにクロスJ−るは
うが混練効果は良いが、これは1つの円13)管内に構
成しなくてもよい。つまり、1個しか捩じり混練板を設
りCいない円筒管を連結し第1図と同等な効果をq4)
ることが−Cさる。まlこ、捩しり混練板を多数開設(
)る場合、その捩じり方向を交互に換えてらJ:い。
In addition, - in the above embodiment, there are two circular fi 2 pipes 10 in one tree.
Although two twisting kneading plates 20 and 30 are installed ()C, the present invention is not limited to this, and only one twisting kneading plate is used.
Cb may be used, or a larger number may be used. A good kneading effect can be obtained by using a plurality of twisting kneading plates and crossing them with each other as in the previous embodiment, but it is not necessary to arrange them in one circular pipe. In other words, by installing only one twisting kneading plate and connecting two cylindrical tubes, the same effect as in Fig. 1 can be obtained (q4)
That is -C monkey. Maruko opened many twisting kneading boards (
), the direction of twist must be alternated.

また、」ンクリ−1〜の自由i3トによる構成44利の
分離は水中コンクリ−1〜施I[lL冒こ若しく生じる
Moreover, the separation of the structure 44 by the free I3 of the concrete 1 to 1 occurs in an unethical manner.

この発明の配管装置は水中コンクリ−1〜の前二[にも
適用Jることかでき、その場合でも上記と同林な効果を
炎づる。
The piping device of the present invention can also be applied to underwater concrete systems 1 to 2, and even in that case, the same effects as described above can be achieved.

以上訂■1に説明したように、この弁明に係るコンクリ
−1〜打設用配管装置によれば、上下配室を用いたF?
差の大きなコンクリ−1〜FJ設U、>に、」ンクリー
1への落下速曳を効果的に抑制]ることかでさるとども
に、コンクリ−1〜の落下エネルギーを利用した再)昆
練効果が11」°られ、コンクリ−1〜の構成利料の分
離を防止づることがてきる。
As explained in revision 1 above, according to the concrete 1 to pouring piping device according to this defense, F?
Concrete 1 to FJ construction U, which has a large difference, effectively suppresses the falling speed of Concrete 1. The mixing effect is increased by 11 degrees, and separation of the constituent interest of the concrete can be prevented.

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

第1図はこの発明の一実施例による」ンクリー1〜打設
用配管装置の一部を破断したjj1祝図、u12図は第
1図にJハjるΔ−A線断面図、第3図(、未同上配管
装置を用いた施工状態の鍛略図て゛ある。 1・・・・・・・・・コンクリ−1〜4U設用配管装置
10・・・・・・円筒管 20・・・・・・捩じり混練
板30・・・・・・捩じり混練板 特n’F出願人 (λ、代金r1 人 林 組成 理 
人 弁理士 −色健輔 第 1 図 第3因
Fig. 1 is a partially cutaway view of concrete 1 to pouring piping equipment according to an embodiment of the present invention, Fig. Figure (This is a schematic drawing of the construction state using the piping equipment not shown above. 1... Piping equipment for concrete 1-4U installation 10... Cylindrical pipe 20... ...Twisted kneading plate 30...Twisted kneading plate special n'F Applicant (λ, price r1 person Hayashi Composition Theory
Person Patent Attorney - Kensuke Shiro No. 1 Diagram No. 3

Claims (2)

【特許請求の範囲】[Claims] (1)上下方向に配設され、上方から供給されるコンク
リ−1−を下方に呑く円筒管を主体と−4るものであっ
て、上記円筒管の内径とほぼ等しい幅の帯状板をその上
下両縁がほぼ90°をなずように捩じって形成したJM
しり五線板を、上記円Rq管の内部に取f]りたことを
特徴どするコンクリ−1〜打設用配管装置tL+
(1) The main body is a cylindrical tube that is arranged in the vertical direction and swallows concrete supplied from above. JM formed by twisting its upper and lower edges at approximately 90°.
Concrete 1 to pouring piping device tL+ characterized in that a score board is installed inside the circular Rq pipe.
(2)上記捩じり混線板が複数個近接して上記円@管内
に取イ」()られ、かつ隣接する上記捩じり混練板の下
端縁と上端縁どがほぼ直交づ゛るJζうに配設されてる
いることを特徴とする特許工rノ求の範囲第1項記載の
」ンクリー1〜打設用配管装置。
(2) A plurality of the above-mentioned torsional mixing plates are arranged in close proximity in the above-mentioned circle@pipe, and the lower and upper edges of the adjacent torsion-mixing plates are substantially perpendicular to each other. A piping device for pouring concrete according to item 1 of the scope of the patent application, characterized in that the piping device is arranged in the following manner.
JP20834783A 1983-11-08 1983-11-08 Arranged pipe apparatus for casting concrete Pending JPS60102466A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20834783A JPS60102466A (en) 1983-11-08 1983-11-08 Arranged pipe apparatus for casting concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20834783A JPS60102466A (en) 1983-11-08 1983-11-08 Arranged pipe apparatus for casting concrete

Publications (1)

Publication Number Publication Date
JPS60102466A true JPS60102466A (en) 1985-06-06

Family

ID=16554767

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20834783A Pending JPS60102466A (en) 1983-11-08 1983-11-08 Arranged pipe apparatus for casting concrete

Country Status (1)

Country Link
JP (1) JPS60102466A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101064831B1 (en) * 2002-11-05 2011-09-14 마에다 겐세쯔 고우교 가부시끼가이샤 Concrete placing apparatus
CN106812327A (en) * 2015-11-30 2017-06-09 池州学院 A kind of cement casting chute

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5151729U (en) * 1974-10-14 1976-04-20

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5151729U (en) * 1974-10-14 1976-04-20

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101064831B1 (en) * 2002-11-05 2011-09-14 마에다 겐세쯔 고우교 가부시끼가이샤 Concrete placing apparatus
CN106812327A (en) * 2015-11-30 2017-06-09 池州学院 A kind of cement casting chute

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