JPH06212798A - Mixing device for additive to forced feed concrete - Google Patents

Mixing device for additive to forced feed concrete

Info

Publication number
JPH06212798A
JPH06212798A JP791293A JP791293A JPH06212798A JP H06212798 A JPH06212798 A JP H06212798A JP 791293 A JP791293 A JP 791293A JP 791293 A JP791293 A JP 791293A JP H06212798 A JPH06212798 A JP H06212798A
Authority
JP
Japan
Prior art keywords
concrete
additive
rotary
tubes
pressure
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
JP791293A
Other languages
Japanese (ja)
Other versions
JP2781505B2 (en
Inventor
Keiji Adachi
徑治 安達
Hiroyuki Matsushima
博之 松島
Hideki Takeuchi
秀木 武内
Reeo Iwasaki
礼栄雄 岩崎
Seishiro Mizuno
征四郎 水野
Yasushi Taniguchi
裕史 谷口
Jiyun Tsurumoto
順 鶴元
Tetsuo Otsuka
哲雄 大塚
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.)
NIPPON KENSETSU KIKAIKA KYOKAI
Mitsui Miike Machinery Co Ltd
Mitsui Miike Engineering Corp
Obayashi Corp
Denka Co Ltd
JDC Corp
Penta Ocean Construction Co Ltd
Tokyu Construction Co Ltd
Hazama Ando Corp
Original Assignee
NIPPON KENSETSU KIKAIKA KYOKAI
Mitsui Miike Machinery Co Ltd
Hazama Gumi Ltd
Mitsui Miike Engineering Corp
Obayashi Corp
JDC Corp
Denki Kagaku Kogyo KK
Penta Ocean Construction Co Ltd
Tokyu 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 NIPPON KENSETSU KIKAIKA KYOKAI, Mitsui Miike Machinery Co Ltd, Hazama Gumi Ltd, Mitsui Miike Engineering Corp, Obayashi Corp, JDC Corp, Denki Kagaku Kogyo KK, Penta Ocean Construction Co Ltd, Tokyu Construction Co Ltd filed Critical NIPPON KENSETSU KIKAIKA KYOKAI
Priority to JP5007912A priority Critical patent/JP2781505B2/en
Publication of JPH06212798A publication Critical patent/JPH06212798A/en
Application granted granted Critical
Publication of JP2781505B2 publication Critical patent/JP2781505B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To enable an additive to be evenly mixed with concrete supplied under pressure through a forced concrete feed tube. CONSTITUTION:An injection nozzle 6 for feeding an additive joins a forced feed tube 3 at a position relatively near the delivery outlet 3a thereof, and an agitation mixing device 10 is coaxially laid with the tube 3 at the downstream side of the nozzle 6. The device 10 is equipped with a pair of rotational tubes 11 laid coaxially with the tube 3 and rotatably supported thereon via a bearing, and a pair of drive motors 12 for causing each of the tubes 11 to rotate in an opposite direction. In addition, each of the tubes 11 is internally provided with four agitation rods 20 respectively arranged radially and dephased at 90 degrees.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、コンクリート圧送管
により圧送されるコンクリートに混和剤等の添加材を混
合するための圧送コンクリートへの添加材の混合装置に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for mixing additive material to a concrete for pressure addition for mixing an additive material such as an admixture to the concrete to be pressure-fed by a concrete pressure-feed pipe.

【0002】[0002]

【従来の技術】例えば、山岳トンネル等において、コン
クリートやモルタルなどによる覆工体を形成すべくコン
クリート等の打設工事や吹き付け工事を行なう場合に
は、当該コンクリート等を早期に硬化させてその強度を
発現させるため、急結剤等の混和剤や急硬材などの液体
状もしくは粉体状の早強性添加材を添加する。
2. Description of the Related Art For example, in a mountain tunnel or the like, when concrete or the like is placed or sprayed in order to form a lining body of concrete or mortar, the strength of the concrete or the like is cured early. In order to develop the above, an admixture such as a quick-setting admixture or a liquid or powder-like fast-strength additive such as a quick-hardening material is added.

【0003】この際に、前記添加材はこれの効果を効率
良く発現させるべく、コンクリート等に均一に混合する
必要がある。そして、前記吹き付け工事を行なう場合に
は、コンクリート等が圧縮空気によって所要箇所に噴出
され、当該吹き付け面に衝突することになるため、予め
添加されている添加材がかかる噴出及び衝突によりコン
クリート等と適度に混合されて望ましい添加材の効果が
効率良く発揮される。
At this time, it is necessary to uniformly mix the additive with concrete or the like in order to efficiently bring out the effect thereof. Then, when performing the spraying work, concrete or the like is jetted to a required location by compressed air and collides with the sprayed surface. When mixed appropriately, the desired effect of the additive can be efficiently exhibited.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、例えば
いわゆる先受け工法等において、切羽前方に予め覆工体
を構築するがごとく、コンクリートポンプからコンクリ
ート圧送管を用いて給送したコンクリートを掘削溝に注
入打設するコンクリートの打設工事の場合には、コンク
リート圧送管の途中で添加材を注入混合する必要がある
が、かかる添加材の注入よって混合する方法では、注入
された添加材が注入箇所にそのまま溜まった状態で圧送
されたり、管内壁と圧送されるコンクリートとの摺動面
におけるモルタル分や水分の多い抵抗の少ない箇所に回
り込んだりするため、添加材をコンクリート中に均一に
混合することが困難であるという問題があった。
However, for example, in the so-called first receiving method, as in the case of constructing a lining body in front of the face in advance, concrete fed from a concrete pump using a concrete pumping pipe is poured into the excavation groove. When placing concrete to be poured, it is necessary to inject and mix the additive material in the middle of the concrete pumping pipe, but in the method of mixing by injecting such additive material, the injected additive material is injected at the injection point. The additive is uniformly mixed in the concrete because it is pumped as it is, or it wraps around the sliding surface between the inner wall of the pipe and the concrete to be flown into a place with a large amount of mortar and less resistance. There was a problem that it was difficult.

【0005】また、十分に混合させるためには早い段階
で添加材を添加し、撹拌混合した後に圧送する方法が考
えられるが、添加材として例えば早強性添加材を使用す
る場合には、管路が長いと圧送管内においてコンクリー
トが硬化し、輸送ができなくなるという問題が生ずる。
Further, in order to sufficiently mix, a method of adding the additive at an early stage, stirring and mixing, and then feeding under pressure can be considered. However, for example, when an early-strength additive is used as the additive, a pipe is used. If the path is long, concrete will harden in the pumping pipe, and transportation will be impossible.

【0006】この発明は以上の問題点を解決するもので
あって、コンクリート圧送管により圧送されるコンクリ
ートに添加材を容易に分散混合して、管路の途中におい
て、添加材が均一に混合されたコンクリートを容易に得
ることのできる圧送コンクリートへの添加材の混合装置
を提供することを目的とする。
The present invention has been made to solve the above problems. The additive material is easily dispersed and mixed in the concrete to be pumped by the concrete pumping tube, and the additive material is uniformly mixed in the middle of the pipeline. It is an object of the present invention to provide an apparatus for mixing additive materials into pumped concrete, which enables easy production of improved concrete.

【0007】[0007]

【課題を解決するための手段】前記目的を達成するた
め、この発明の圧送コンクリートへの添加材の混合装置
は、一端をコンクリート圧送ポンプに接続されたコンク
リート圧送管の管路途中に合流して添加材を供給する注
入ノズルと、該注入ノズルより下流側にあって、前記コ
ンクリート圧送管に同軸かつ回転可能に接続されるとと
もに、内周に突設するロッドを有する少なくとも二本の
回転管と、隣接する回転管が互いに逆方向に回転するよ
う前記回転管を回動させる回転駆動手段とを備えたこと
を特徴とするものである。
In order to achieve the above-mentioned object, the mixing device of the additive material to the pressure-fed concrete of the present invention has one end joined in the middle of the conduit of the concrete pressure-fed pipe connected to the concrete pressure-fed pump. An injection nozzle for supplying the additive material, and at least two rotary pipes which are downstream of the injection nozzle and which are coaxially and rotatably connected to the concrete pressure-feeding pipe and which have a rod projecting from the inner periphery thereof. A rotary drive means for rotating the rotary tubes so that the adjacent rotary tubes rotate in opposite directions.

【0008】ここで、前記コンクリートは、セメント,
水,骨材を主成分とし、セメントと水との水和反応によ
って硬化する材料の総称を意味し、例えばモルタル等の
材料も含まれる。
Here, the concrete is cement,
This is a general term for materials that are mainly composed of water and aggregates and that are hardened by the hydration reaction of cement and water, and also include materials such as mortar.

【0009】[0009]

【作用】上記構成を有する混合装置によれば、圧送管内
において注入ノズルから添加材を注入されたコンクリー
トは、その圧送方向下流側に移動して回転管内を通過す
る。そして、回転管内を通過するコンクリートは、回転
管の内周に突設するロッドにより撹拌されるとともに、
回転管の回転により圧送方向と直角の方向に回転せん断
力を受け、また、隣接する回転管が逆方向に回転するた
めさらに大きな回転せん断力を受けることにより、添加
材との混合が促進される。したがって、これらの作用に
より添加材が均一に混合されたコンクリートが容易に形
成される。
According to the mixing apparatus having the above structure, the concrete in which the additive is injected from the injection nozzle in the pressure feed pipe moves to the downstream side in the pressure feed direction and passes through the rotary pipe. Then, the concrete passing through the inside of the rotary pipe is agitated by the rod projecting on the inner circumference of the rotary pipe,
Mixing with the additive is accelerated by the rotation shearing force of the rotating tube in the direction perpendicular to the pumping direction, and the larger rotation shearing force of the adjacent rotating tube rotating in the opposite direction. . Therefore, concrete in which the additive is uniformly mixed is easily formed by these actions.

【0010】[0010]

【実施例】以下、本発明の一実施例を図面を用いて詳細
に説明する。図1はこの発明を、トンネル覆工体を先受
け工法により構築する際に使用するコンクリート圧送プ
ラントに適用した場合の全体構成を示すもので、一端を
コンクリート供給タンク1およびコンクリート圧送ポン
プ2に接続したコンクリート圧送管3の吐出口3aは、
切羽4の外周をトンネルの断面形状に沿って掘削した掘
削溝4aに挿通され、掘削溝4a内にコンクリート5を
供給打設している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the drawings. FIG. 1 shows the entire configuration of the present invention when applied to a concrete pressure-feeding plant used when constructing a tunnel lining body by a pre-receiving method. One end is connected to a concrete supply tank 1 and a concrete pressure-feeding pump 2. The discharge port 3a of the concrete feed pipe 3 is
The outer periphery of the face 4 is inserted into an excavation groove 4a excavated along the cross-sectional shape of the tunnel, and concrete 5 is supplied and placed in the excavation groove 4a.

【0011】前記圧送管3には吐出口3a側の比較的近
くに、例えば早強性混和剤等の添加材を添加するための
注入ノズル6が合流し、圧送管3の内部に連通してい
る。この注入ノズル6はホース7を通じて早強性混和剤
供給タンク8および定量ポンプ9に接続し、圧送管3を
通じて輸送されるコンクリート量に応じた量の混和剤を
圧送管3内に供給する。
An injection nozzle 6 for adding an additive such as an early-strength admixture merges with the pressure-feeding pipe 3 relatively near the discharge port 3a side and communicates with the inside of the pressure-feeding pipe 3. There is. The injection nozzle 6 is connected to a fast-strength admixture supply tank 8 and a metering pump 9 through a hose 7, and supplies the admixture in an amount corresponding to the amount of concrete transported through the pressure feed pipe 3 into the pressure feed pipe 3.

【0012】注入ノズル6の先端すなわち下流側には、
圧送管3の途中に、前記注入ノズル6とともに混合装置
50を構成する攪拌混合装置10が圧送管3と同軸に配
置されている。
At the tip of the injection nozzle 6, that is, on the downstream side,
In the middle of the pressure feeding pipe 3, a stirring and mixing device 10 that constitutes the mixing device 50 together with the injection nozzle 6 is arranged coaxially with the pressure feeding pipe 3.

【0013】この撹拌混合装置10は、圧送管3と同軸
であってこれに回転可能に軸受された一対の回転管11
と、各回転管11を互いに逆方向に回転させるための一
対の駆動モータ12を備えている。
The stirring and mixing apparatus 10 has a pair of rotary tubes 11 coaxial with the pressure feed tube 3 and rotatably supported by the pressure feed tube 3.
And a pair of drive motors 12 for rotating the rotary tubes 11 in opposite directions.

【0014】そして、図2にさらに詳しく示すように、
前記各回転管11は一端をそれぞれ水密回転継手部14
を介して前記圧送管3の連結端部に回転可能に連結され
ているとともに、各回転管11同士の連結端は同じく水
密中間継手部15を介して回転可能に連結されている。
Then, as shown in more detail in FIG.
Each of the rotary tubes 11 has a watertight rotary joint portion 14 at one end.
The rotary pipe 11 is rotatably connected to the connecting end of the pressure feeding pipe 3, and the connecting ends of the rotary pipes 11 are also rotatably connected via the watertight intermediate joint 15.

【0015】中間継手部15は前記圧送管3の回り止め
用固定ブラケット16の中間部に固定されている。また
固定ブラケット16の両端には台座17が設けられ、こ
の台座17上にそれぞれ前記駆動モータ12が固定され
ている。
The intermediate joint portion 15 is fixed to an intermediate portion of a rotation preventing fixing bracket 16 of the pressure feeding pipe 3. Further, pedestals 17 are provided at both ends of the fixed bracket 16, and the drive motors 12 are fixed on the pedestals 17, respectively.

【0016】各駆動モータ12は、回転継手部14の回
転側においてフランジ結合されたギア18に、ピニオン
19を介して連結し、各駆動モータ12の回転方向に応
じて前記各回転管11を互いに逆転方向に回転駆動す
る。
Each drive motor 12 is connected via a pinion 19 to a gear 18 that is flange-connected on the rotary side of the rotary joint portion 14, and the rotary tubes 11 are connected to each other according to the rotational direction of each drive motor 12. It is driven to rotate in the reverse direction.

【0017】各回転管11の内部には、図3にも示すよ
うに、それぞれ4本の撹拌ロッド20が管軸方向に間隔
をおいて周方向に90°位相をずらせて中心に向けて突
設されている。この各撹拌ロッド20は回転管11の回
転に伴い回転し、圧送管3を通じて送られてくるコンク
リートを攪拌するもので、注入ノズル6を通じて圧送管
3内に定量注入された早強性混和剤はこの撹拌作用によ
ってコンクリート内部に均一に混合分散される。
As shown in FIG. 3, four stirring rods 20 are provided in each rotary tube 11 at intervals in the tube axis direction and project toward the center by shifting the phase by 90 ° in the circumferential direction. It is set up. Each of the stirring rods 20 rotates with the rotation of the rotary pipe 11 to stir the concrete sent through the pressure-feeding pipe 3, and the fast-mixing admixture quantitatively injected into the pressure-feeding pipe 3 through the injection nozzle 6 is By this stirring action, it is uniformly mixed and dispersed inside the concrete.

【0018】また前記各回転管11は各々回転するとと
もに、隣接する各回転管11は前記各駆動モータ12の
回転方向に応じて逆方向に回転し、これによって回転管
11内を通過するコンクリートにその圧送方向とは直角
の面に沿った大きな回転せん断力が付与される。従っ
て、攪拌混合装置による撹拌効果はより一層高まり、下
流側回転管11を通過したコンクリートは、コンクリー
ト内に早強性混和剤が一様に分散した状態となり、この
状態で掘削溝3a内に充填打設される。この結果充填さ
れた打設コンクリート5は早強性混和剤の作用により急
速に硬化し、早期に強度を発現できることになる。
Further, each of the rotary pipes 11 rotates, and each of the adjacent rotary pipes 11 rotates in the opposite direction according to the rotation direction of each of the drive motors 12, so that the concrete passing through the rotary pipes 11 becomes A large rotational shearing force is applied along a plane perpendicular to the pumping direction. Therefore, the stirring effect of the stirring and mixing device is further enhanced, and the concrete that has passed through the downstream rotary pipe 11 is in a state in which the early-strength admixture is uniformly dispersed in the concrete, and in this state, the excavation groove 3a is filled. It is cast. As a result, the filled poured concrete 5 is rapidly hardened by the action of the early-strength admixture, and the strength can be exhibited early.

【0019】なお、実施例においては一対の回転管11
をそれぞれ別個の駆動モータ12により逆転するように
したが、一つの駆動モータにより逆転機構を介して回転
駆動するようにもできる。また、回転管11は一対だけ
でなくそれ以上設けることもできる。さらに、回転管1
1に設ける攪拌ロッドの本数も任意である。
In the embodiment, a pair of rotary tubes 11
The respective drive motors 12 are rotated in the reverse direction, but the drive motors may be rotated by one drive motor through the reverse rotation mechanism. Further, the rotating tubes 11 may be provided not only as a pair but also as more than one pair. Furthermore, the rotary tube 1
The number of stirring rods provided in 1 is also arbitrary.

【0020】[0020]

【発明の効果】以上実施例によって詳細に説明したよう
に、この発明の圧送コンクリートへの添加材の混合装置
によれば、コンクリート圧送管に同軸かつ回転可能に接
続される、内周に突設するロッドを有する少なくとも二
本の回転管と、隣接する回転管を互いに逆方向に回転さ
せる回転駆動手段とを備えるので、回転管を通過するコ
ンクリートをロッドにより攪拌するとともに、各回転管
を回動してコンクリートの圧送方向と直角の方向に回転
せん断力を生じさせ、これらによって添加材との混合を
促進することにより、添加材が均一に混合されたコンク
リートを容易に得ることができる。
As described above in detail with reference to the embodiments, according to the mixing apparatus for the additive material to the concrete for pumping according to the present invention, it is provided on the inner circumference of the concrete pumping pipe so as to be coaxially and rotatably connected thereto. Since at least two rotary pipes having rods for rotating and rotary drive means for rotating adjacent rotary pipes in mutually opposite directions are provided, the concrete passing through the rotary pipes is stirred by the rods, and each rotary pipe is rotated. Then, a rotational shearing force is generated in a direction perpendicular to the direction in which the concrete is pumped, and by promoting the mixing with the additive material by these, concrete in which the additive material is uniformly mixed can be easily obtained.

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

【図1】この発明の混合装置を適用した一実施例を示す
全体説明図である。
FIG. 1 is an overall explanatory view showing an embodiment to which a mixing device of the present invention is applied.

【図2】同圧送管における撹拌混合装置の要部断面図で
ある。
FIG. 2 is a cross-sectional view of essential parts of a stirring and mixing device in the same pressure-feeding pipe.

【図3】図2のA−A線断面図である。3 is a cross-sectional view taken along the line AA of FIG.

【符号の説明】[Explanation of symbols]

2 コンクリート圧送ポンプ 3 コンクリート圧送管 6 混和剤注入ノズル(混合装置) 10 攪拌混合装置(混合装置) 11 回転管 12 駆動モータ 18,19 動力伝達機構(18 ギア,19 ピニオ
ン) 20 撹拌ロッド 50 混合装置
2 Concrete pumping pump 3 Concrete pumping pipe 6 Admixture injection nozzle (mixing device) 10 Stirring mixing device (mixing device) 11 Rotating pipe 12 Drive motor 18,19 Power transmission mechanism (18 gear, 19 pinion) 20 Stirring rod 50 Mixing device

───────────────────────────────────────────────────── フロントページの続き (71)出願人 000219875 東急建設株式会社 東京都渋谷区渋谷1丁目16番14号 (71)出願人 000231198 日本国土開発株式会社 東京都港区赤坂4丁目9番9号 (71)出願人 000140982 株式会社間組 東京都港区北青山2丁目5番8号 (71)出願人 000005924 株式会社三井三池製作所 東京都中央区日本橋室町2丁目1番1号 (71)出願人 000003296 電気化学工業株式会社 東京都千代田区有楽町1丁目4番1号 (72)発明者 安達 徑治 静岡県富士市大淵2842−1 社団法人日本 建設機械化協会建設機械化研究所内 (72)発明者 松島 博之 東京都千代田区神田司町2丁目3番地 株 式会社大林組東京本社内 (72)発明者 武内 秀木 東京都文京区後楽2−2−8 五洋建設株 式会社内 (72)発明者 岩崎 礼栄雄 神奈川県横浜市緑区荏田北1−19−40 (72)発明者 水野 征四郎 東京都港区赤坂4−9−9 日本国土開発 株式会社内 (72)発明者 谷口 裕史 東京都港区北青山2−5−8 株式会社間 組内 (72)発明者 鶴元 順 東京都中央区日本橋室町2−1−1 株式 会社三井三池製作所内 (72)発明者 大塚 哲雄 新潟県西頸城郡青梅町大字青梅2209 電気 化学工業株式会社青梅工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (71) Applicant 000219875 Tokyu Corporation 1-16-14 Shibuya, Shibuya-ku, Tokyo (71) Applicant 000231198 Japan Land Development Co., Ltd. 4-9-9 Akasaka, Minato-ku, Tokyo (71) Applicant 000140982 2-5-8 Kitaoaoyama, Minato-ku, Tokyo (71) Applicant 000005924 Mitsui Miike Manufacturing Co., Ltd. 2-1-1 Nihombashi Muromachi, Chuo-ku, Tokyo (71) Applicant 000003296 Electric Chemical Industry Co., Ltd. 1-4-1 Yurakucho, Chiyoda-ku, Tokyo (72) Inventor Koji Adachi 284-2 Obuchi, Fuji City, Shizuoka Prefecture Japan Construction Mechanization Association Construction Mechanization Research Institute (72) Inventor Hiroyuki Matsushima Tokyo Metropolitan Government 2-3, Kandajimachi, Chiyoda-ku Stock company Obayashi Corporation Tokyo head office (72) Inventor Hideki Takeuchi Koraku 2-, Bunkyo-ku, Tokyo -8 In Goyo Construction Co., Ltd. (72) Inventor Reie Iwasaki 1-19-40 Edakita, Midori-ku, Yokohama-shi, Kanagawa (72) Inventor Seishiro Mizuno 4-9-9 Akasaka, Minato-ku, Tokyo Japan Land Development Co., Ltd. (72) Inventor Hiroshi Taniguchi 2-5-8 Kita-Aoyama, Minato-ku, Tokyo In-house Co., Ltd. (72) Inventor Jun Tsurumoto 2-1-1 Nihonbashi Muromachi, Chuo-ku, Tokyo Mitsui Miike Manufacturing Co., Ltd. (72) Inventor Tetsuo Otsuka 2209 Ome, Ome Town, Ome Town, Nishikubiki District, Niigata Prefecture Ome Factory, Denki Kagaku Kogyo Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 一端をコンクリート圧送ポンプに接続さ
れたコンクリート圧送管の管路途中に合流して添加材を
供給する注入ノズルと、該注入ノズルより下流側にあっ
て、前記コンクリート圧送管に同軸かつ回転可能に接続
されるとともに、内周に突設するロッドを有する少なく
とも二本の回転管と、隣接する回転管が互いに逆方向に
回転するよう前記回転管を回動させる回転駆動手段とを
備えたことを特徴とする圧送コンクリートへの添加材の
混合装置。
1. An injection nozzle for supplying an additive material by joining one end of a concrete pressure-feeding pipe connected to a concrete pressure-feeding pump to supply an additive material, and a coaxially provided on the concrete pressure-feeding pipe downstream of the injection nozzle. And at least two rotary tubes that are rotatably connected and that have rods that project from the inner circumference, and rotation drive means that rotates the rotary tubes so that adjacent rotary tubes rotate in opposite directions. A device for mixing an additive material into pumped concrete, which is characterized by being provided.
JP5007912A 1993-01-20 1993-01-20 Mixing equipment for additive materials in pressed concrete Expired - Fee Related JP2781505B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5007912A JP2781505B2 (en) 1993-01-20 1993-01-20 Mixing equipment for additive materials in pressed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5007912A JP2781505B2 (en) 1993-01-20 1993-01-20 Mixing equipment for additive materials in pressed concrete

Publications (2)

Publication Number Publication Date
JPH06212798A true JPH06212798A (en) 1994-08-02
JP2781505B2 JP2781505B2 (en) 1998-07-30

Family

ID=11678760

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5007912A Expired - Fee Related JP2781505B2 (en) 1993-01-20 1993-01-20 Mixing equipment for additive materials in pressed concrete

Country Status (1)

Country Link
JP (1) JP2781505B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10265074B2 (en) 2010-09-30 2019-04-23 Ethicon Llc Implantable layers for surgical stapling devices

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS532163A (en) * 1976-06-25 1978-01-10 Kaname Yokota Curtain and method of using same
JPS59183414U (en) * 1983-05-21 1984-12-06 鎌田 俊治 screw conveyor
JPH01203565A (en) * 1988-02-08 1989-08-16 Saga Kogyo Kk Device for preventing concrete segregation and blocking
JPH0469704A (en) * 1990-07-10 1992-03-04 Sharp Corp Home controller
JPH06101342A (en) * 1992-09-16 1994-04-12 Nippon Kensetsu Kikaika Kyokai Early-strength additive mixing method for placed concrete, etc.
JPH06173450A (en) * 1992-12-03 1994-06-21 Ohbayashi Corp Concrete placing device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS532163A (en) * 1976-06-25 1978-01-10 Kaname Yokota Curtain and method of using same
JPS59183414U (en) * 1983-05-21 1984-12-06 鎌田 俊治 screw conveyor
JPH01203565A (en) * 1988-02-08 1989-08-16 Saga Kogyo Kk Device for preventing concrete segregation and blocking
JPH0469704A (en) * 1990-07-10 1992-03-04 Sharp Corp Home controller
JPH06101342A (en) * 1992-09-16 1994-04-12 Nippon Kensetsu Kikaika Kyokai Early-strength additive mixing method for placed concrete, etc.
JPH06173450A (en) * 1992-12-03 1994-06-21 Ohbayashi Corp Concrete placing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10265074B2 (en) 2010-09-30 2019-04-23 Ethicon Llc Implantable layers for surgical stapling devices

Also Published As

Publication number Publication date
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