JP3231456B2 - Mixing and casting equipment for soil and solidified material - Google Patents

Mixing and casting equipment for soil and solidified material

Info

Publication number
JP3231456B2
JP3231456B2 JP06385093A JP6385093A JP3231456B2 JP 3231456 B2 JP3231456 B2 JP 3231456B2 JP 06385093 A JP06385093 A JP 06385093A JP 6385093 A JP6385093 A JP 6385093A JP 3231456 B2 JP3231456 B2 JP 3231456B2
Authority
JP
Japan
Prior art keywords
solidified material
mixing
sand
earth
soil
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.)
Expired - Fee Related
Application number
JP06385093A
Other languages
Japanese (ja)
Other versions
JPH06272255A (en
Inventor
力 柴田
英雄 北川
光 望月
哲三 岩月
勲 飯田
一紀 今村
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.)
Toa Corp
Original Assignee
Toa 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 Toa Corp filed Critical Toa Corp
Priority to JP06385093A priority Critical patent/JP3231456B2/en
Publication of JPH06272255A publication Critical patent/JPH06272255A/en
Application granted granted Critical
Publication of JP3231456B2 publication Critical patent/JP3231456B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、土砂に固化材を添加
し、混練し、そして海底へ打設する際に使用される土砂
と固化材との混合打設装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for mixing and pouring earth and sand with a solidified material, which is used when a solidifying agent is added to earth and sand, kneaded, and poured into the sea floor.

【0002】[0002]

【従来の技術】従来、土砂に固化材を添加し、両者を混
練して、海底へ打設する場合、混合プラントに土砂と固
化材とを投入し、攪拌、混合した後、ポンプを使用して
トレミー管へ圧送し、トレミー管により海底へ送って打
設するのが一般的であった。しかしながら、上記従来の
方法では、大量の土砂に固化材を添加し、混合し打設す
る場合、混合プラントを大規模にし、かつ圧送ポンプの
能力も大きいものにする必要があったが、ポンプ能力に
限度があるため、多数のポンプを必要とし、設備が複雑
になると共に、これらのポンプと混合プラントのいずれ
かが故障しても作業が停止してしまうので、作業効率が
悪く、経済的にも大きな問題があった。
2. Description of the Related Art Conventionally, when a solidifying material is added to earth and sand, and both are kneaded and cast on the seabed, the earth and sand and the solidifying material are put into a mixing plant, stirred, mixed, and then pumped. In general, it was sent to the Ptolemy pipe under pressure and then sent to the sea floor by the Ptolemy pipe for casting. However, in the above-mentioned conventional method, when a solidifying material is added to a large amount of earth and sand and mixed and poured, it is necessary to increase the size of the mixing plant and to increase the capacity of the pumping pump. Because of the limitations, a large number of pumps are required, the equipment becomes complicated, and even if one of these pumps and the mixing plant breaks down, the work stops, resulting in poor work efficiency and economical efficiency. Even had a big problem.

【0003】[0003]

【発明が解決しようとする課題】本発明は、前記従来の
問題点を解決するためになされたものであり、設備が簡
単で、大量の土砂に固化材を経済的に添加混合し、打設
することが可能な土砂と固化材との混合打設装置を提供
することを目的としている。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and has a simple facility, economically adding and mixing a solidified material to a large amount of earth and sand, and pouring. It is an object of the present invention to provide an apparatus for mixing and driving a mixture of earth and sand and a solidified material.

【0004】[0004]

【課題を解決するための手段】本発明は、固化材プラン
トと土砂貯蔵タンクとを配設した台船の櫓に、先端が開
閉可能で、かつ内部に縦型ミキサーを設け、上部を水面
上で大気に開放したミキサーケーシングを昇降可能に吊
り下げると共に、該ミキサーケーシング内へ土砂と固化
材とをそれぞれ定量供給する手段を設けた土砂と固化材
との混合打設装置からなる。
Means for Solving the Problems The present invention, in oar of solidifying material plant and soil storage tank and disposed was barge, tips can be opened and closed, and only set the vertical mixer inside, water top
A mixing and casting device for mixing the earth and sand with the solidified material, which is provided with means for suspending the mixer casing opened to the atmosphere above and below so as to be able to ascend and descend, and having means for quantitatively supplying the earth and sand and the solidified material into the mixer casing.

【0005】[0005]

【実施例】以下図面を参照して本発明の一実施例を説明
するが、この実施例の土砂と固化材との混合打設装置
は、高濃度圧送船10上に設けたグラブ11で浚渫地盤
12から浚渫した土砂を混気圧送装置1により海上輸送
管13で台船14上に混気圧送しており、脱気濃縮装置
3で脱気後の土砂を土砂貯蔵タンク6に貯蔵し、スクリ
ューフィーダ等の定量供給装置4でミキサーケーシング
7に定量供給している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the accompanying drawings. In this embodiment, a mixing and casting apparatus of earth and sand and a solidified material is dredged by a glove 11 provided on a high-concentration pressure vessel 10. The sediment dredged from the ground 12 is sent to the barge 14 by the marine transport pipe 13 by the mixed-pressure feeder 1 by the marine transport pipe 13, and the degassed sediment is stored in the sediment storage tank 6 by the deaerator / concentrator 3. A fixed amount supply device 4 such as a screw feeder supplies a fixed amount to the mixer casing 7.

【0006】この台船14上には土砂貯蔵タンク6と共
に、固化材プラント2が配設されており、また、その台
船14の櫓15に、先端が油圧シリンダー16で開閉可
能な縦型のミキサーケーシング7を昇降可能に吊り下げ
ている。また、ミキサーケーシング7の内部には、攪拌
羽根をもった2軸の攪拌機からなる縦型ミキサー5を配
設している。
A solidified material plant 2 is disposed on the barge 14 together with a sediment storage tank 6, and a vertical type which can be opened and closed by a hydraulic cylinder 16 at the tip of a tower 15 of the barge 14. The mixer casing 7 is hung up and down. Further, inside the mixer casing 7, a vertical mixer 5 composed of a biaxial stirrer having stirring blades is provided.

【0007】さらに、上記の固化材プラント2からは、
図示していない定量供給装置によりミキサーケーシング
7の内部へ固化材を定量供給可能としている。次に、上
記の構成からなる土砂と固化材との混合打設装置の作動
について説明すると、まず、海上輸送管13で圧送され
た土砂を土砂貯蔵タンク6から供給するようになってい
るが、その際、定量供給装置4および固化材プラント2
からの定量供給装置により、土砂と固化材とをミキサー
ケーシング7内へそれぞれ定量供給し、縦型ミキサー5
により土砂と固化材とをミキサケーシング7内で混練し
ながら、ミキサーケーシング7の先端を開いて海底B上
に固化処理土Pとして打設する。
Further, from the above-mentioned solidified material plant 2,
The solidified material can be supplied quantitatively into the mixer casing 7 by a quantitative supply device (not shown). Next, a description will be given of the operation of the mixing / casting apparatus of the earth and sand and the solidified material having the above configuration. First, the earth and sand pumped by the marine transportation pipe 13 is supplied from the earth and sand storage tank 6. At this time, the fixed-quantity supply device 4 and the solidified material plant 2
And the solidified material are supplied quantitatively into the mixer casing 7 by the quantitative supply device from the vertical mixer 5.
While mixing the soil and the solidified material in the mixer casing 7, the tip of the mixer casing 7 is opened and the solidified soil P is poured on the seabed B.

【0008】そこで、この実施例のごとく、ミキサーケ
ーシング7に超音波式や重錘式などの測定装置8を設け
れば、海底Bへの打設厚さを管理することができる。な
お、この実施例では、浚渫土砂を粘性土とし、土砂の供
給を混気圧送により行なっているために、図示せるごと
き脱気濃縮装置3を必要としているがグラブ11で粘性
土や砂質土を供給する場合には、この脱気濃縮装置3は
不要である。
Therefore, as in this embodiment, if the mixer casing 7 is provided with a measuring device 8 such as an ultrasonic type or a weight type, the thickness of the casting on the seabed B can be controlled. In this embodiment, since the dredged soil is made viscous soil and the supply of the earth and sand is performed by the mixed pressure feed, the deaeration and concentration device 3 as shown is required. Is supplied, this degassing and concentrating device 3 is unnecessary.

【0009】[0009]

【発明の効果】(1).ミキサーケーシング内へ土砂と固化
材とをそれぞれ定量供給する手段を設けたから、所望の
混合率の土砂を得ることができると共に、土砂の打設中
に混合率の変動の心配がなく、一定の土砂を打設でき
る。 (2).台船上に固化材プラントと土砂貯蔵タンクとを配設
して、それらからそれぞれ固化材や土砂をミキサーケー
シングに供給するようにしているからそれら土砂を常に
連続的に供給できるので、打設作業効率がよい。 (3).ミキサーケーシングを縦型ミキサーを用いて縦型と
して大気に開放したから、固化材や土砂に大気圧と重力
を利用して供給できるので圧送ポンプは不要であり、か
つその結果ミキサーケーシングの大容量化を容易に行い
得ると共に、構造を簡単にできる。
(1) Since a means is provided for quantitatively supplying the earth and sand and the solidified material into the mixer casing, it is possible to obtain the earth and sand having a desired mixing ratio, and to reduce the mixing ratio during the casting of the earth and sand. There is no need to worry about fluctuations, and a certain amount of earth and sand can be cast. (2) Since the solidified material plant and the earth and sand storage tank are arranged on the barge and the solidified material and the earth and sand are respectively supplied to the mixer casing, the earth and sand can always be continuously supplied. Good casting efficiency. (3) Since the mixer casing is opened to the atmosphere using a vertical mixer and opened to the atmosphere, solidified materials and earth and sand can be supplied using atmospheric pressure and gravity, so no pump is necessary, and as a result, the mixer casing is not required. The capacity can be easily increased, and the structure can be simplified.

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

【図1】本発明の一実施例に係る土砂と固化材との混合
打設装置の周辺を示す全体側面図である。
FIG. 1 is an overall side view showing the periphery of an apparatus for mixing and setting earth and sand and a solidified material according to an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

2 固化材プラント 5 縦型ミキサー 6 土砂貯蔵ホッパー 7 ミキサーケー
シング 14 台船 15 櫓
2 Solidified material plant 5 Vertical mixer 6 Sediment storage hopper 7 Mixer casing 14 Barge 15 Turret

フロントページの続き (72)発明者 岩月 哲三 神奈川県横浜市鶴見区安善町1−3 東 亜建設工業株式会社内 (72)発明者 飯田 勲 神奈川県横浜市中区日本大通18 東亜建 設工業株式会社内 (72)発明者 今村 一紀 神奈川県横浜市鶴見区安善町1−3 東 亜建設工業株式会社内 (56)参考文献 特開 平3−63315(JP,A) 特開 平2−58630(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 15/10 E02B 3/18 Continuing on the front page (72) Inventor Tetsuzo Iwatsuki 1-3 Azen-cho, Tsurumi-ku, Yokohama-shi, Kanagawa Prefecture Within Toa Construction Industry Co., Ltd. (72) Inventor Isao Iida 18 Nippon Odori, Naka-ku, Yokohama-shi, Kanagawa Prefecture Toa Construction Industry (72) Inventor Kazunori Imamura 1-3 Azen-cho, Tsurumi-ku, Yokohama-shi, Kanagawa Prefecture Toa Construction Industry Co., Ltd. (56) References JP-A-3-63315 (JP, A) JP-A-2-58630 (JP, A) (58) Field surveyed (Int. Cl. 7 , DB name) E02D 15/10 E02B 3/18

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 固化材プラントと土砂貯蔵タンクとを配
設した台船の櫓に、先端が開閉可能で、かつ内部に縦型
ミキサーを設け、上部を水面上で大気に開放したミキサ
ーケーシングを昇降可能に吊り下げると共に、該ミキサ
ーケーシング内へ土砂と固化材とをそれぞれ定量供給す
る手段を設けた土砂と固化材との混合打設装置。
To 1. A solidifying material plant and soil storage tank and disposed was barge tower, tips can be opened and closed, and only set the vertical mixer inside, mixer open to the atmosphere the upper on the water surface < a mixing and casting apparatus for mixing earth and sand and a solidified material, wherein the casing is suspended so as to be able to move up and down, and a means for respectively supplying the soil and the solidified material into the mixer casing is provided.
JP06385093A 1993-03-23 1993-03-23 Mixing and casting equipment for soil and solidified material Expired - Fee Related JP3231456B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06385093A JP3231456B2 (en) 1993-03-23 1993-03-23 Mixing and casting equipment for soil and solidified material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06385093A JP3231456B2 (en) 1993-03-23 1993-03-23 Mixing and casting equipment for soil and solidified material

Publications (2)

Publication Number Publication Date
JPH06272255A JPH06272255A (en) 1994-09-27
JP3231456B2 true JP3231456B2 (en) 2001-11-19

Family

ID=13241225

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06385093A Expired - Fee Related JP3231456B2 (en) 1993-03-23 1993-03-23 Mixing and casting equipment for soil and solidified material

Country Status (1)

Country Link
JP (1) JP3231456B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4523706B2 (en) * 2000-07-27 2010-08-11 独立行政法人港湾空港技術研究所 Floor excavation solidification replacement method

Also Published As

Publication number Publication date
JPH06272255A (en) 1994-09-27

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